Loading...
HomeMy WebLinkAbout1000-114.-12-3.1 NOTE: NO WELLS WITHIN 150'OF THE PLOT PLAN LEGEND GENERAL N OTE5 51TE DATA Architect of Record: PROPERTY DRAIN COVER TOWN OF SOUTHOLD REQUIREMENTS 5.C.T.M.#: 1000- 114- 12 -3.1 f PROPERTY ZONING: SOUTHOLD(HB-HAMLET BUSINESS) NOTE: FIRE HYDRANT ON OPPOSITE 51DE OF 20,000 SF REQUIRED PER BUILDING ON SITE-2 BUILDINGS X 20,000 = 40,000 REQUIRED USE: COMMERCIAL BUSINESS$MULTI FAMILY RESIDENTIAL MAIN ROAD APPROXIMATELY 100'NORTH OF SITE AREA: 58,043 SF(2.02 ACRES) RC I T E C T U R E D PC: THE CORNER OF THE PROPERTY O MANHOLE COVER(SURFACE AND SUBSURFACE) PER TOWN REQUIREMENTS UNITS MUST BE A MINIMUM OF 850 5F, ACCESSORY UNITS CANNOT EXCEED 850 5F. 50% BUILDING AREA: EXISTING COMMERCIAL BUILDING 10,031 5F MAX ALLOWABLE RATIO OF MAIN UNITS TO ACCESSORY UNITS. PROPOSED 5 MARKET RATE AND 5 WORKFORCE UNITS NEW MULTI FAMILY FIRST FLOOR 5,987 SF JM2 ARCHITECTURE, DPC NEW MULTI FAMILY SECOND FLOOR 5,1375 2410 NORTH OCEAN AVENUE ADA PARKING SYMBOL UNIT 100- I BEDROOM- 630 SF(ACCESSORY APARTMENT) TOTAL AREA 21,155 5F SUITE 300 UNIT 101 -3 BEDROOM- 1,498 SF OCCUPANCY CLA55: BUSINESS, MERCANTILE, R-2 RESIDENTIAL FARMINGVILLE, NY, 1 1738 OI PARKING SPACE COUNT UNIT 102-2 BEDROOM- 1,158 SF CONSTRUCTION CLASS: EXISTING BUILDING- T 1631.320,3305 UNIT 103-3 BEDROOM- 1,496 SF PROPOSED BUILDING- UNIT 104- I BEDROOM- 667 SF(ACCESSORY APARTMENT) DESCRIPTION OF WORK NEW TWO STORY 10 UNIT MULTI-FAMILY BUILDING ON UNDEVELOPED REAR TEST BORING LOCATION UNIT 200-2 BEDROOM- 812 SF(ACCESSORY APARTMENT) OF EXISTING COMMERCIAL LOT. SITE IMPROVEMENTS ASSOCIATED WITH NEW UNIT 201 -2 BEDROOM- 1,192 SF BUILDING INCLUDING PAVING, DRAINAGE, LANDSCAPING, LIGHTING, UNIT 202- I BEDROOM- 849 SF(ACCESSORY APARTMENT) o TRANSFORMER UNIT 203-2 BEDROOM 1,139 SF NEW BUILDING WILL BE PROVIDED WITH SPRINKLERS THROUGHOUT Applicant: UNIT 204- 2 BEDROOM 750 SF(ACCESSORY APARTMENT) Nickolas Mirando 183 Smithtown Blvd. PROPERTY LINE KEY MAP Nesconset, NY 11767 G31-813-G 152 F IRE HYC)RANT PARKING CALCULATIONS x owner: Os y fs fnrrdl-� ,��A (. ��.i•- .o"r,icd A Handy Pantry Stores Inc 183 Smithtown Blvd. PROP05iED CONIC CURB '�`' M11.n�-.ick o Q�5 �r '` _PARKING REQUIREMENTS �esfPn,coaa Nesconset, NY 11767 CONVENIENCE STORE I SPACE PER 100 SF OF GR055 AREA 4,056 SF/ 100 = 40.56 SPACES � 631 361 9440 LAUNDROMAT .75 SPACES PER WASHING MACHINE 31 MACHINES X .75 = 23.25 SPACES {fCw Suffolk Ate EXISTING;CONC CURB BARBERSHOP 2.5 SPACES PER SERVICE CHAIR 3 SERVICE CHAIRS X 2.5 = 7.5 SPACES va A e Surveyor: tec Aerial Land Surve in D.P.C. c� UTILITY POLE MULTIPLE DWELLING hewru 200 Drive,Unit 495 o` � !Lew Sulfolk Ave ilcw Sutic'k AYe I-BEDROOM- 1.5 SPACES PER UNIT 3 (1)BEDROOM UNITS X 1.5 = 4.5 SPACES s °°P Bohemia,Orvillele 117 6 2-BEDROOM-2.0 SPACES PER UNIT 5 (2)BEDROOM UNITS X 2 = 10 SPACES EpcN 83 hernia, Y 1 1 G GAS LINIT (.25 ADDITIONAL SPACES BEDROOMS OVER 2) 2 (3)BEDROOM UNITS X 2.25 = 4.5 SPACES Q c�%uor' ""a' E ELECTRIC LINE EXISTING PARKING ON SITE-APPROX 56 SPACES(3 ADA SPACES) WATER CLINE(DW DENOTES DOMESTIC WATER, FW ESTIMATED REQUIRED PARKING-91 SPACES(4 ADA SPACES) s,r W DENOTE`5 FIRE SPRINKLER) PROVIDED PARKING 81 (5 ADA SPACES) ", S SANITAR:Y LINE T TELEPHO)NE LINE DIMEN51ONAL REQUIREMENT5 REQUIREMENT REQUIRED PROVIDED Project Info LOT SIZE 20,000 SF 88,043 5F LOT WIDTH GO'MIN. 175.44' LOT DEPTH I OO'MIN. 480.3'7' FRONT YARD 15' 33.1',121.T ProFo5ed Multi-Family SIDE YARD IGMIN. 50' 150 New Suffolk Ave. 51DE YARD TOTAL 25'MIN. CORNER LOT DEMO EXISTING CURB CUT AND SIDEWALK AS REAR YARD 25'MIN. 81, Mattituck, NY 11952 REQUIRED FOR NEW CURB CUT(SEE SHEET LOT COVERAGE 40%MAX. (44,022 5F) 18.19%(16,1019 SF) HATCH AREA INDICATES APPROX. LIMIT OF AREA IN WHICH CONTRACTOR C 1.1 FOR EXISTING CURB CUT LOCATION WILL SAWCUT AND REMOVE A PORTICON Cl`EXISTING ASPHALT PAVING TYP. NEW PEDE5TIAN CURB RAMP BUILDING HEIGHT 35'/2 STORIES 33.7/2 STORIES AND EXISTING CONCRETE CURB AS RIEQUIRED TO INSTALL NEW CURBS WITH DETECTABLE WARNING, SEE LANDSCAPE AREA 25%MIN. (22,011 SF) 25.99%(22,683 5F) i AND CURBCUT5. SEE PAGE C-4A FO)R MORE DETAILS. C-4.0 FOR DETAILS. Li Imcc�DR1 i7�ICSC� CONTRACTOR SHALL SAWCUT AND RLEPLACE 24"OF EXISTING ASPHALT SINGLE STOP BAR PAVEMENT MARKING,TYP. PROPOSED TRANSFORMER PAD. FED 2 7 2026 �y_cj C VlW W W-W C ALONG PERIMETER OF NEW CURB. `l'V---- `"- G---G----G�------G---= ��--=-C'- -_G��----- r NO PROPOSED CHANGES TO THIS PORTION OF EXISTING SITE I y w _____-G._� -._G-.-._ Y 8'X 8'WITH 8"THICK(4000 PSI)AIR -W- W VV VV W--W --W----W-EXCEPT FOR WORK REQUIRED FOR NEW UTILITY LINE5'V---W---W-T �o STOP SIGN(MUTCD N0. RI I) SOUTHOLD TGY1'N ENTRAINED POURED CONCRETE WITH#4 � � 5 WITH PAVEMENT MARKING,TYP. PLANNING EOARD TYP. NEW 5'-0"PEDESTRIAN BARS @ 12' O.C. EACH DIRECTION. NEW 5 U F FO LK AVE �- EXISTING GAS CONTRACTOR SHALL INSTALL 6'-O"HIGH I , _ EXISTING ELECTRIC SIDEWALK,SEE C-4.0 FOR DETAILS. SCREENED CHAIN LINK FENCE W/A 3'-0"GATE EX, DRAINAGE GRATE U UTILITY POLE m 0 UTILITY POLE 29.7 UTILITY POLE NEW CURB Revisions I s 'G . G t .-_-- :�-�-�,G-G-G-G-G-G- �, NEW GAS LINE GG---G--- -GG----G G--G-- G G G- G---G--G GG G G-- G'� NEW CURB - CONC. CURB CONIC. CURB' __G7- Sent for Owner Review 10.2.25 G) �! - - -- _-___ - - - - - - - - - - _ - - - - _ - - -_ _ - -- - E E -E E-_-_-_E_ E- E---E _ --- - - ' - _ o _ I - - F E----E---E-- E- -E I -0 E E E -E E E E: - E = -E E E C_ F -NEW CURB CUT - E E E E E E �C E E E t -o _ 9 9 T--- T---TT---T---T T T- 37 Plannin Film Set 10.8.25 I ' _ T�= - T- T T-} �T -T T^NIT-81 li 9 30 F ET T=-T--T---T T T T-T----T T --- -- -- _ - - --- - r_ 1ft -TT -- - - _ - _ - - - - - - - - - - - - - - - - - CONIC. SIDEWALK CONIC SIDEWALK Added Sanitary Drawings 10 28 25 - -.. I - - Updated per Town Comments 1.6.25 T T , Ta u) CURB CUT 2 BILOCK RET.WALL _ n G G z-G G C 24.0' -� 3 BLOCK RET.WALL G GL - c NEW LAND5CAPIN .u p� Planning Resubmission Set 2.27.26 EXISTING LANDSCAPING CROSSHATCH DENOTES AREA OF / : i o CZ ( o G\ 4 0' m = ' { 5AWCU71NG OF EXISTING PAVEMENT FOR 4 � �' ' cn,Ai �/ (� m NEW LANDSCAPING w %/ oX ,c%L,V DW DW DW DW DW DW DW-'f W, DW D' �r �` ' - - - - - - - - - - - - - 17- ! - NEW UTILITY LINE INSTALLATION TO NEW- - �y,V FW FWFW- FW FW F FW -FFFF \�, - \ - - w - - O- - - - - - - - �,- - - - - !� i , - I � � BUILDING AND W RETAINING WALL - G - o 0 0 DIN NEW �• \� D ( ;%� �- -_ Ln W DOMESTIC WATER LINE \�w\ \m r I x >� o / NEW FIRE SPRINKLER LINE \0�.1, GG DRAINAGE GRATE NJW RPZ HOT BOX '�l•1,\O - s fF 0 o w N O /30.9' / G) ASPHALT PARKING LOT N �,jj�pW 30.9 EXISTING OUTFALL I C 44.1 iJV-FW/ / / `'�I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND \\\��� 0 I NEW FIRST FLOOR PATIOS _,,,, � A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, a / NEW 3' 4,0 /„\ I D.P,C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS , I6 RETAINING o ! x IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF l tri ' l HAT H DENOTES AREA OF - '%'I`` F_I' G� U WA�L _ THE N.Y, STATE EDUCATION LAW. CROSS C �, „„ I CONCRETE BASEMENT ENTRY STAIR rn 0\f 5AWC f CONIC. CURB ; UTTING OF ALSTING PAVEMENT 7 _ - w NEW RETAINING -I-- ENT FOR I ' - - ---- - - NEW 2 STORY BUILDING h' UTILITY POLES - - - - - -: 7. _ -� �o �o = Drawing Title / CONC.SIDEWALK - - .0' (10 RESIDENTIAL UNITS) o ,,- I s AWNING --- _ / - ( - -- -- L o -1 --- ----- - - SHED ► --1 X! ----X-- X DRAIN AND CATCH BASIN WITH BASEMENT �'NO PARKING"SIGN(MUTCD R8 3)AT A CLEAR LANDSCAPING I I,7 w 110.2 N Im CCONC. �' o O F.F. EL. -22.5 SET BACOKF18oBEHIND CURB. SEE DETAIL ON C-4.0./ C7HEIGHT Site Plan -- - NEW FIRST FLOOR PATIO C-2.0 NEW FIRST FLOOR PATIO ' ASPHALT PARKING LOT `9 97.0 ' I ,a 50.0 l I 8.2' ! v - - - t - - I UNIT I CONVENIENCE STORE UNIT 2 LAUNDROMAT UNIT 3 BARBER SHOP NEW CO /\ / d - ; NGRETE SIDEWALK NEW C RETE SIDEWALK t_ GN z Q -3 2023-0914 Q ! ' � JM2 No: GAS ETER 44.0 17.8 34.2 s o ! EXISTING MULTI TENANT COMMERCIAL BUILDING - QLLJ o' O __ _ .. .. DATE: 9.10.25 10,031 SF ,w / o � 4 NEW ADA RAMP - 3 Io RESERVED PARKING SIGN (BLUE ON WHITE / / / v 05 8 2, z � _ _.. -I 7 y� BACKGROUND, MUTCD N0. R7 8)TYP, AT A CLEAR DESIGNED BY: BK C� HEIGHT OF GO"MIN.84"MAX. SEE D°TAIL ON C 4.0. _ - O SET BACK 18"BEHIND CURB. CHECKED BY: JM f5 PROPOSED OUTFACE 2 �' PROPOSED OUTFALL 3 I / �W CONC;.', NEW ASPHALT PAVING DISABILITY STALL STRIPING, PAINTED BLUE,TYP. UTILITY POLE �' l l `lI l -- --- � o o SCALE: As Noted N _ O / 5 AC; L, EXISTING ABOVE O O O w SEAL SIGNATURE: o ! 8.1' o ,/ /. , EXISTING - - GROUND TANK NEW LANDSCAPING o �5 LEE 121.9 TO BE REMOV D - cv .�� F 0041C, LANDSCAPING Q6 SHED - -- - - --- T ---- 10'X 15'DUMP TER -- - m / cl✓�B CONC. I AWNING CONC.SIDEWALK - ,,, J - �- . ENCLOSURE.S E SHEET o \ Q M - SHED C-4.1 FORDETAILS_� 0/ L - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � =d"_ - - - -� \ - - 'NEW LANDSCAPING f 0�3g45 Q` / %f EXISTING LANDSCAPING m X O G> - x 3'BLOCK WALL 3'BLOCK WALL X NEW LANDSCAPING + = F NEB CONIC. SIDEWALK - X -X --X X -X X X X X- X X- -X X X X X X X X - X - X X `X � X X X N/C/F ANGELINA PROPERTIES LLC DWG No: 5 81° 30' 30" W 2150 MAIN ROAD MATTITUCK 11952 - - - - - - - 527.90 MULTI TENANT COMMERCIAL TAX MAP#: 1000-1 14.00-12.00-002.000 Dimension Utllltle5 Ste Plan i N 1A ■ 1 " = 20'-011 C- I .0 I - • KEY 51 T E DATA Architect of Record: �• t'p , " ,a iao ADDRE55 TAX MAP ID OWNER { .`_, >� 55 13520 MAIN ROAD 1000 I I4.00 I I.00 005.000 BETTY A HARDY JOSEPH HARDY I. CONTRACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 1�� "` 13400 MAIN ROAD 1000 114.00 I I.00 022.006 3400 MAIN ROAD CORP2. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE'EXCAVATION. .�' 4;„ � -,°,, "r � � •, t LIMIT OF PROPOSED BUILDING 'zc 13250 MAIN ROAD- 1000-1 14.00-1 1.00-008.000- 13250 MAIN ROAD LLC 13200 MAIN ROAD 1000 I I4.00 I I.00 009.001 - 13200 MAIN ROAD CORPCONTRACTOR I5 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. - - - - - - DEMOLI5HED STRUCTURE 3. CONTRACTOR SHALL REMOVE ALL EXISTING CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 419 z.c it. /,.'' iu-1s 13 100 MAIN ROAD- 1000-1 14.00-1 1.00-01 1.001 MARR0 MAIN DESIGN LLC 4. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH RC IT E C T U R E D PC xao�~ 13000 MAIN ROAD- 1000-114.00-I I.00-012.000- 13000 MAIN LLC THE RULES AND REGULATIONS OF THE STATE OF NEW YORK AND THE TOWN OF BROOKHAVEN. 12900 MAIN ROAD1000-114.00 I I.00 013.000 THOMAS MCCARTHY ��54 EXISTING CONTOUR LINE JM2 ARCHITECTURE, DPC �" o' 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR, SUPPLIES, AND EQUIPMENT NECESSARY TO COMPLETE 12850 MAIN ROAD- 1000-1 14.00-1 1.00-014.000- BOLT BY RAS LLC 2410 NORTH OCEAN AVENUE 12800 MAIN ROAD 1000-1 14.00-1 1.00-015.000- WICKHAM ROAD LLC i-� DEMOLITION. SUITE 300 DEMOLISHED CONTOUR LINE G. CONTRACTOR SHALL REPAIR AND REPLACE ANY DAMAGED 51DEWALK AND/OR CURB IN THE TOWN OF 12700 MAIN ROAD- 1000-1 14.00-1 1.00-016.000- NORTH FORK ENVIKONIMENTAL COUNCIL INC FARMINGVILLE; NY, 11738 BROOKHAVEN RIGHT OF WAY 12605 MAIN ROAD- 1000-141,00-04.00-032.002- MATTITUCK PRESBYTER, CHURCH - - T 631.320.3305 �1 r1000-1 - - SETBACK LIMIT LINE 7. ALL EXISTING TREES AND OVERGROWTH IN UNHATCHED AREA TO BE REMOVED AS PART OF PROPOSED 51TE ,. 12500 MAIN ROAD 1000 114.00 I I.00 017.000 MATTITUCK 12500 LLC; PLAN. REMOVE STOCKPILE EXISTING TOPSOIL TO PREPARE SITE FOR EXCAVATION AND GRADING. y ap 12225 MAIN ROAD- 1000-141,00-04.00-033.000- CEMETERY BETHANY 12175 MAIN ROAD- 1000-141.00-04.00-034.000- MATTITUCK PRE5BYTER:IAN CHURCH AREA TO REMAIN UNDISTURBED 12165 MAIN ROAD- 1000-141,00-04.00-035.000- D M 5 HOLDING CORP 1Z/-///Zd 12150 MAIN ROAD 1000-1 14.00-12,00-002.000- ANGELINA PROPERTIES LLC Applicant: 12125 MAIN ROAD- 1000-141.00-04.00-036.000- JMJ MATTITUCK PROPERTY INC -X X- EXISTING FENCE pp C101-hj� h� Nickolas Mirando ;,F•::;;;� . 1 : o 1 1975 MAIN ROAD- 1000-141.00-04,00-037.000- MICHAEL CORTESE�VIGTORIA CORTESE _ ,as 183 Smithtown Blvd. f / - 1 1675 MAIN ROAD- 1000-141.00-04.00-039,003- CHAD MELLO .5 "r'!.'.1"!tt•". ;^tr.a..,li"•i't?'f',,J"� '. �` t 11805 MAIN ROAD 1000-141.00-04.00-039.001 - EDWARD B SAWICKI IRPEVOCABLE TRUST -W W- EXISTING WATER LINE Nesconset, NY 11767 ors 93ft.W r.c, 6 .19' +, ..r S0 11725 MAIN ROAD 1000-141.00-04.00-040.000- DONALD J FEILER�PAT-RICIA FEILER G31-813-G 152 O ,.1' 1 �' I s 11665 MAIN ROAD- 1000-141,00-04.00-041.000- I 1665 MAIN ROAD LLC Owner: ' vsn I I G05 MAIN ROAD 1000-141.00-04.00-042.000- JOHN F DEREEDER -G G- EXISTING GAS LINE - I I GOO MAIN ROAD- 1000-122.00-03.00-017.001 - BEACH LAND DEVELOPLU�ENT CORP Handy Pantry Stores Inc r1vvLi��t� vs 750 PACIFIC STREET 1000-141.00-04.00-024.000- SOUTHOLD TOWN OF 183 Smithtown Blvd. mI ,0 ! � .� I 570 PACIFIC STREET- 1000-141.00-04.00-023.000- LYDIA MARCUS t MANF-RED MARCUS -T T- EXISTING TELEPHONE LINE G31-3 s1- NY 11767 500+ -0" 560 PACIFIC STREET- 1000-141.00-04.00-022.000- ANDKEW MCGOWAN, KIR15TINA WINDEL5, MARY TERRY 63 136 I-9440 1520 PACIFIC STREET 1000-141.00-04.00-02 1,000- HOWARD GAYNE,TABITHA WELLS,THOMAS WELLS 5urve Or: iza�n _ 500,-p° u - t 370 PACIFIC STREET 1000-141.00-04,00-020.000- MERKI MACNI5H $ROR:Y MAGNI5H -E E- EXISTING ELECTRIC LINE y 300 PACIFIC STREET 1000-141.00-04.00-019.000- HELEN C KOCH $THOM/IA5 G KOCH Aerial Land Su veying D.P.C. 240 PACIFIC STREET 1000-141.00-04.00-015.000- HELEN FARRELL*RIChARD FARRELL 200 Orville Drive, Unit 495 Bohemia,NY 1 1716 ,f,,� � •-�...# �,z,°„ " " I - 935 JOHNS ROAD- 1000-122.00-03.00-018.000- GEORGE HATZINIKOLAO)U EXISTING TREES TO REMAIN -' y i �;2°` I ✓' . ;oo?� .f S A„ 833-787-8393 _ oo / 325 JAMES CREEK LANDING 1000 122.00 03.00 001.007 ALAN CARDINALE - .O 225 JAMES CREEK LANDING- 1000-122.00-03.00-001.00(5- DONIELLE CARDINALE WCKINNON �. `� } `. 945 NEW 5UFFOLK AVE- 1000-1 14.00-1 1.00-023.000- NELSON TD VENTURES LLC �• -; u �is,� / 910 NEW 5UFFOLK AVE- 1000-1 14.00-12.00-008.000- ANITA MARTIGNETTI EXISTING TREES TO BE REMOVED o o j 855 NEW SUFFOLK AVE- 1000-1 14.00-1 1.00-022.004- RAYMOND F NINE TRU55T - rs o• 520 NEW SUFFOLK AVE- 1000-1 14,00-12.00-007.000- BEVERLY A VLCEK IRREIVOCABLE TRUST 745 NEW SUFFOLK AVE- 1000-1 14.00-1 1,00-022.003- JANIQUE NINE: KOBER:T NINE G35 NEW 5UFFOLK AVE- 1000-1 14.00-1 1.00-020.000- JOHN TERRENCE CARTER*MERYL ROBIN KRAMER LIV 580 NEW 5UFFOLK AVE- 1000-1 14.00-12.00-005.000- LUKE SABAN . , >° `" _ 525 NEW 5UFFOLK AVE- 1000-1 14.00-11.00-019.000- JOHN F DEREEDER*M(CPETER5 DEREEDE 520 NEW SUFFOLK AVE- 1000-1 14.00-12.00-004.001 - GREGG FISHER J � e�5 �, •:...�. � _� Proectlnfo ,, ,/" �#66^ �,,• '�. \ Jam. '`"" 3?5 i • `trT •, -r . r,5 385 NEW SUFFOLK AVE- 1000-1 14.00-I I.00-0 i 8.000- MATTITUCK COMMONS LLC � a F 6401. 25 Pro o5ed Multi-Famil Radlu5 Map 2 150 New 5uffolk Ave. 1 = 200'-0" �- ► I Mattituck, NY 1 1952 )wow C,3CC�� ��rl FEB 2 7 2026 ~ ~ � w �"W--WG G G G LG�-G GG G G G G G sUUTHOLQIUV:�r I I VtW W W W W W W W W W W W W W W W W W W W W W / 1. W NEW 5 U FFO LK AVE /- EXISTING GAS PLt "''�G r OnF° y EXISTING ELECTRIC EX, DRAINAGE GRATE II ' U UTILITY POLE UTILITY POLE UTILITY POLE Revisions I G G GG G G G r' G G G G G G G G G G G G---^- -3 GG G G r' - �� GG G CONC.CURB CONC. CURB '� G) Sent for Owner Review 10.2.25 GG) W T E T E E E E E E E-E E E ,'-E E E E E E ` :E E E E E E E E E E E E E E E E�-E E E E E E E E E E Plannin film Set 10.8.25 _---T-T T--T-N-81° 19' 30'If T- -T_ T TT 480.37' 9 9 ►- I TTT T _ _ - - - - GONG.SIDEWALK _ _ _ _ _ _ _ _ CONC. SIDEWALK _-T_---T-T T T T ) f T T T T T -T T T CONC.SIDEWALK � _�_ Added Sanitary Drawings 10.28.25 CURB CUT 2'BLOCK RET. WALL-- 3'BLOCI'�KET. WALL Updated per Town Comments I.6.25 Planning Resubmission Set 2.27.26 l l EXISTING LANDSCAPING - - - - - - - - - - - - 7- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r(3zy � � � Ln DRAINAGE GRATE jij' ( - _ - - - - IW 0 0 ASPHALT PARKING LOT LINE OF PROP05ED BUILDING I 3 ' / EXISTING OUTFALL I O THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND to G) W AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, ~� cS I / 0 0 0 D.P.G. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 I G IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y.STATE EDUCATION LAW. ---_7 I I / G7 CONC. CURB - - _ - - - - - _ I UTILITY POLES I / CONC.SIDEWALK - - 7'I { 1, Drawing Title I� � L " 3 w _ ... AWNING _X X X 3 w �►- 3 3�- -�3--_ I EXISTING S 11.7 w 1 10.2' m CONC. 1 3 W LANDSCAPING m Existing Ste Plan ASPHALT PARKING LOT � / Z -- �l o0 L- - - - - - - - - - - - - - - -- CID / � UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3 BARBER SHOP 0 'p� l l SSG l� �' nn° JM2 No: 2023 0914 'j o T „ , GAS METER / / o EXISTING MULTI TENANT COMMERCIAL BUILDING z 10,031 5F DATE: 9.10.25 G) / 8.2" DESIGNED BY: BK l to / / GD 15 CHECKED BY: JM CON(C. 0 0 UTILITY POLE / W C) / ° f SCALE. As Noted c0 N 0 O / C9 / 0 5 I 1 o AC ° j± SEAL SIGNATURE: QED ' f w `G Cy/ O o O , � � EXISTING-NG 8.I I �� p �5� LE ti q )` / CO (LANDSCAPING SHED 121.9 0 aX X N �C?O / y� CONC. AWNING GONG. 51DEWALK - - - - - - ° ° SHED v / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING LANDSCAPING r X `� T 0 3945 OQ I 3'BLOCK WALL 3'BLOCK WALL x F N1-- N/C/F ANGELINA PROPERTIES LLC DWG No: / 5 8 1° 30' 30" W 2150 MAIN ROAD MATTITUCK 1 1952 527.90 ,41 MULTI TENANT COMMERCIAL TAX MAP#: 1000-1 14,00-12.00-002.000 Ste Plan - ExlStlng 1 1 _ 2101-011 DRAINAGE 5T RU CT U RE S C h E D U LE TABLE 1106.2:51ZE OF VERTICAL CONDUCTORS AND LEADERS(3 TABLE 1 106.3:SIZE OF HORIZONTAL STORM DRAINAGE PIPING(3 INCH Architect of Record: ALL DRAINAGE SHALL BE CONTAINED MIINIMUM 20 SEPARATION BETWEEN NOTE: ROOF DRAINAGE SHALL BE NEIGHBORING PROPERTIES ON PUBLIC INCH RAINFALL) RAINFALL, I/4"SLOPE) f . ON SITE DP',AINAGE STRUCTURES AND SANITARY CONNECTED TO PROPOSED DRAINAGE WATER SUPPLY STRUCTURE NO. STRUCTURE TYPE/51ZE RIM ELEVATION INVERT ELEVATION TOP ELEVATION BOTTOM ELEVATION DIAMETER OF LEADER HORIZONTALLY PROJECTED ROOF AREA 51ZE OF HORIZONTAL PIPING HORIZONTALLY PROJECTED ROOF AREA 5Y'5TEM. 5 BETWEEN UNDERGROUND STRUCTURES WITH MINIMUM 6"PVC . UT'ILITIE5 SERVICE LINE, 1 1/2 TIMES SDR 35 PIPING 100 10'DIA.X 9'EFF. DEPTH POOL 20.00 16.00 18.00 9.00 2" 1,440 SF 3" 2,320 SF r- � •� `' .i=® DIAMETER OF LEACHING POOL FOR 101 10'DIA.X 9'EFF. DEPTH POOL 20.15 16.00 18.00 9.00 3" 4,400 5F 4" 5,300 5F NOTE: CONNECTING PIPE BETWEEN LEACHING POOLS, IO'BUILDING 102 1 O'DIA.X 9'EFF. DEPTH POOL 20.50 16.00 18.00 9.00 4" 9,200 SF 5" 9,440 SF RC I T E C T U R E DPC DRAINAGE STRUCTURES IS MINIMUM FC)UNDATION AND PROPERTY LINE. 103 TRENCH DRAIN 19.10 16.64 19.10 16.64 5" 17,300 SF 6" 15,1 00l 5F 10'AND SHALL BE 15"DIA REINFORCED CONCRETE PIPE OR NO WELLS WITHIN 150'OF PROPERTY 6" 27,000 SF 8" 32,600 5F JM2 ARCHITECTURE, DPC 200 12'DIA.X 12'EFF. DEPTH POOL 20.40 NA 18.50 6.50 81 I 58,000 SF 10" 58,400 SF 2410 NORTH OCEAN AVENUE CORRUGATED POLYETHYLENE PIPE. AS 12 DIA.X 9 EFF. DEPTH POOL 21.50 NA 19.50 10.50 12' 94;000 SF SUITE 3 00 SPEC. ' ' 300 FARMINGVILLE, NY, 11738 ESTIMATED GROUND WATER ELEVATION-3.40' 5TO RM DRAINAGE NOTES T 1631.320.3305 I. ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN ON 51TE DIMENSIONING t GRADING PLAN AND SHALL BE OF A SIZE AND CONFIGURATION AS DESCRIBED IN STORM DRAINAGE CALCULATIONS, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. 2. ALL WORK, MATERIALS, METHODS, ETC..., SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF BROOKHAVEN STANDARDS, 5.C.H.D.5, REQUIREMENTS, NY5 CODE, AND ALL OTHER CODES OF x ALL AUTHORITIES HAVING JURISDICTION. Applicant: 3. IF SUBSURFACE 501L CONDITIONS PERMIT, DESIGN PROFESSIONAL MAY PETITION THE TOWN OF BKOOKHAVEN TOWN ENGINEER TO WAIVE THE FOOTING RING REQUIREMENT. Nickolas Mirando - / 4. THE USE OF THE WORD"DOME"IN STORM DRAINAGE CALCULATIONS 15 INTENDED TO MEAN SOLID WALL DOME, (UON).THE USE OF THE WORD"KING(S)"IS INTENDED TO MEAN STORM DRAINAGE 183 Smithtown Blvd. - _ LEACHING RING(5).THE VERTICAL HEIGHT OF THE KING(5)TO BE PROVIDED FOR EACH STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF "RINGS"POSSIBLE TO Nesconset, NY 11767 - x 21.98 ACHIEVE SPECIFIED HEIGHT. 631-813-6152 o 5. ALL STORM DRAIN KING(5), CIRCULAR SLABS, SHALLOW DOMES, SOLID WALL DOMES,SOLID WALL KING(S),CONCRETE COVERS, CONCRETE BOTTOMS,AND CHIMNEYS SHALL BE REINFORCED PRECAST 4000 P51 28 DAY STRENGTH CONCRETE AND SHALL BE TRAFFIC BEARING. Owner: o ALL LEACHING POOIL5 TO HAVE CAMPBELL FOUNDRY NO. 1009 G. ALL CAST IRON FRAMES, INLET GRATES AND SOLID COVERS SHALL BE MANUFACTURED BY"CAMPBELL"OR APPROVED EQUAL. Handy Pantry Stores Inc MANHOLE FRAME AND COVER OR GRATE TO GRADE 7. ALL INTERCONNECTING PIPE BETWEEN ON-51TE DRAINAGE STRUCTURES SHALL BE 15"R.C.P. (CLASS IV)OR 15"C.P.P. OR APPROVED EQUAL. 183 Smithtown Blvd. - 8. UNDERGROUND STORM WATER PIPING(AND LEADER PIPING)WITHIN 5'OF EXTERIOR WALLS SHALL BE SERVICE WEIGHT C.I. PIPE. Nesconset, NY 11767 9. UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC 5DR 35, ADS, OR APPROVED EQUAL, 631-361-9440 RIM ELEVATION FINISHED GRADE H-20 LOADING CONCRETE SLAB 10. ELEVATIONS REFER TO NAVD88 DATUM --- --- -_- - -" _-- X 21.90- -CLEAR SPACE�TURNING - - - - - - UNLESS OTHERWISE NOTED 1 1. PRIOR TO C.O, A RAIN INSPECTION MUST BE MADE. Surveyor: TG 21.90 TC 21.90 TC 21.90 w SPACE(SEE NOTES 26, C 21.90 TG 21,90 TC 21.90 z Aerial Land Surveying D.P.C. BC 21.40 BC 21.40 BC 21.40 0 28,*29DE51GN SHEET BC 21.40 BC 21.40 BC 21.40 TOP ELEVATION N 200 Orville Drive, Unit 495 N 15"RCP OR CPP DRAIN PIPE. PENETRATE MIN. 2", DRAINAGE CA LC U LAT I 0 N 5 Bohemia,NY 117 16 Lu 608-01 (SHEET 6 OF 9) - - - - - - MAX 5„ 833-787-Y 1 1 o_ -- -- ---- -- - --" INVERT ELEVATION - - - - - - - - - o PROVIDE CONTINUOUS PARGING ON THE OUTSIDE N v - �- PERIMETER OF EACH DRAIN PIPE.:TYPE II DRAIN AREA I CRITERIA V S' - PORTLAND CEMENT,4,000 P51 ROOF 3,214 5F(1)(.17) = 546.38 CF 1. DESIGN FOR 2"RAINFALL= .17 6' 0" o o Q MIN. _ - o w I 0 0' 4'MINIMUM DRAINAGE RINGS SHALL BE WRAPPED PAVING 5,678 SF(I)(.17) - 980.56 CF 2. RUN OFF COEFFICIENTS: � WITH GEOTEXTILE FABRIC BY PHILLIPS PETROLEUM LANDSCAPE 6,910 5F L 15)(.17) 176.21 CF PAVED AREAS: 1.00 v v TC 21.78, <TC 21.78 v v - Q ® ® ® D ® ® ® ® ®] CO,5UPAC 4NP OR AN APPROVED EQUAL. TOTAL 1,703.15 CF SIDEWALK: 1.00 21.78 X 2 I.80 X X 21.78 + � ROOF AREAS: 1.00 BC 21,28 \ BC 21.28 C� ® ® ® ® ® ® ® ® ® 144 1/2"x 6" LEACHING OPENINGS ,703.15168.42 = 24.89 VF REQUIRED LANDSCAPED AREAS: 0.15 1 w ® ® ® ® ® ® ® ® ® ®] o t o [ o ® ® ® ® � ® ® ® ® ®] ® � MINIMAL AMOUNT OF EXCAVATION 3'COLLAR BACKFILL USE(3) 10'DIAMETER X 9'EFFECTIVE DEPTH POOLS 27 > 24.89 3. 12'DIA. STORM DRAIN RINGS @ 100.88 CFNF CAPACITY 6'-7" ' 5'_ loll `n 6'_711 ® ® ® ® ® � ® ® ® ®] ® TO BE CLEAN SAND OR BANKRUN I O'DIA.STORM DRAIN RINGS @ 68.42 CFNF CAPACITY Protect Info TC 21.78 TC 21.78 Q ® ® ® ® ® ® ® ® ® ®] ® DRAIN AREA 2 21.78 / X 21.78 > 4"MIN. WALL THICKNESS.CONTINUOUS BC 21.28 21.80 X' ABC 21.28 ® ® � ® � ® ® ® ® ®] ® 51DEWALK 697 5F(1)(.17) = 118.49 CF BOTTOM ELEVATION ® ® ® ® ® ® ® ® ® ®l ® REINFORCEMENT 5x 2 10 GAUGE WWM,ASTM AREA 3 LANDSCAPE 10,19 - - - - - - A-185 PAVEMENT 6,132 SF(I)(.17) = 1,042.44 CF LANDSCAPE 985 SF(.15)(.17) = 25.12 CF Z TOTAL I,186.05 CF TC 21,70 m TC 21.70 I �, 0-0"PENETRATION INTO ACCEPTABLE DRAINAGE MAT'L AREA 3 SIDE ALK AND BALCONY 00 Pro o5ed M u Itl-Fa111 BC 21.20 BC 21.20 24 MIN.TO GROUNDWATER I,186.051 100.88 = 11.75 VF REQUIRED {� �/ X 21.20 X 21.20 21.20 X 21.20 X UNDERLYING SAND �� - - - -- O - R - - - f J TC 21.70 GRAVEL STRATA USE(1) 12'DIAMETER X 12'EFFECTIVE DEPTH POOLS 12 > 1 1.75 15 0 New 5 u ffo I k Ave, BC 21.20 R A I -ROOF 3,214 AREA 3-R00 3,214 9.0' 8.0' 19.0' 7.2' 9.0' J DRAIN AREA 3 - ROOF 3,214 5F(1)(.17) 546.38 CF REA I -PAVEMENT CUB 678 Mattituck, NY 1 1952 MIN. 28 DAY COMPRE551VE STRENGTH OF 4000 PSI CONCRETE PRIOR TO INSTALLATION.ALL STRUCTURE MUST BALCONY 200 SF(1)(.17) = 34.00 CF DETECTABLE WARNING SURFACE. SEE DETAIL ON DETECTABLE WARNING SURFACE. SEE DETAIL ON BE MANUF,AT AN ACI CERTIFIED PLANT. A COPY OF CERTIFICATION MUST BE OPN FILE WITH THE TOWN. LANDSCAPE 10,169 SF(.15)(.17) = 259.31 CF AREA 2-51DEWA PAGE C4.0. PAGE C4.0. TOTAL 839.69 CF SEE DETECTABLE WARNING PLACEMENT DETAILS ON SEE DETECTABLE WARNING PLACEMENT DETAILS ON AND BALCONY 6 7 J NYSDOT ENGINEERING BULLETIN E`.B 16-013, DESIGN NYSDOT ENGINEERING BULLETIN EB 16-013, DE51GN 839.69/ 100.88 = 8.32 VF REQUIRED [ [� �ZHW[ED SHEET 608-01(5HEET 2 OF 9) SHEET 608-01(5HEET 2 OF 9) USE(1) 12'DIAMETER X 9'EFFECTIVE DEPTH POOLS 9 > 8.32 AREA 2-PAVEMENT CURBS 6,132 FEB 1. 7 2026 4 STORM WATER LEACh I NG POOL 3 SOIITHOLD To w! A A I -LANDSCAPE 6,91 PLA.N�NG R,0nsRD Gra,dlnq - ADA Parklnq _ 3/ 1 G" = 1 -011 C-2.0 1 /411 = 11-01e C-2.0 AREA 2 -LANDSCAPE 985 "` ��� NO PROPOSED CHANGES TO THIS PORTION OF EXISTING 51TE EXISTING DRAINAGE GRATE EXISTING UTILITY POLE'� x 20.40 Rewsions Sent for Owner Review 10.2.25 - N 8 10 19' 30" E - -- - -- - - - - - - = -- - - - -- - - ----- x 20.60 20.60 x 37'- Planning Fdmg Set 10.8.25 --- - - - - - - - - - C 20 50 TC 20.50 nitary Drawings - ------ - - - - - -- - - Added Sa 28 25 TW 22.00 T Updated per Town Comments 101.6.25 BC 20.50 BC 20.50 - BW+/ 19.00 NEW LANDSCAPIN '; P I Planrnn Resubmission Set 2.27.26 EXISTING LANDSCAPING g j ! NEW LANDSCAPING - - - TW 22.00 20 - X O - - - - - - - - - - - - - - - - - - -! - - - - - - - - - - - - - -� - - - - - - I - - - - - - - . . . - - -� - - - - - - - - - - - - - - - - - - - - - - - - - i I I \ TC 19.60 21 Ln i I 15C + 0 TC 20.75 TC 20.75 EXISTING DRAINAGE - j BC 20.25 BC 20.25 i; 103 TG 19.10 [ 0 2 I.50 x x 21.98 Ex 21,98 x 21.98 x 21.98 x 2 I.50 / EXISTING OUTFALL 1 6 = 8"UNDERGROUND PIPE /35.2 ( X =� EXISTING DRAINAGE U I I x PVC DR35 �� o 0 30.9' f �TC 20.75 / / THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND / TC 19.60 BC 20.25 100 TG 20.00 6"UNDERGROUND PIPE 6"UNDERGROUND PIPE " AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, BC 19.I 0 I PVC DR35 W/BOOT \ PVC DR35 W/BOOT' I I D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS TW 22.00 (IYP.)FROM ROOF - x 20.75, x 21.00 ! (Tl P.)FROM ROOF X IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF BW+/-19.00 LEADER j LEADER I THE N.Y.STATE EDUCATION LAW. / TC 20.75 7.0 L c BC 20.25 NEW 2 STORY BUILDING X / / TC 20.7.- I I 2 i I / /. (10 RESIDENTIAL UNITS) - - - - - - - BC 20.25 TC 2 I.15 WITH BASEMENT C� 300 TC 21.50 Drawing Title - - - _---- - �� ISTING" 11.7 � - BC 20.65 x 11.00 � F.F. EL. -22.0' w I I0.2 LAND N j I I /01 TG 20 5 Drainage Grading Plan -_ J 4 r - / o - _ TC 1 1.32- o C 2.0 „ u� TC 21.15 x 21.98 x 21.98 6 UNDERGROUND PIPE - - Q B0�0.82 r / - - --- --- IBC 20.65 / PVC DR35 W/BOOT - ! ! 10 TG 20.50 �- - - -97.0- � (TYP.)FROM ROOF / 8.2' w I - - x 22.00 x 21.98 22.00 x x 21. 5 LEADER J UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP 7 I I 1 w TC 21.90 TC 21.90 TC 21.90 TC 21.90 , JM2 No: 2023-0914 I I ' q p - Co o BC 21.40 °--1' ° EC 21.40 I BC 21.40 / --- EXISTING MULTI TENANT COMMERCIAL BUILDING - BC 21.40 I P T 21.50 TC 21.25 O / DATE: 9.10.25 - 10;031 SF 8 B 6"UNDERGROUND PIPE PVC \, 25 2I.00 BC 20.75 8.2' (DR35 W/BOOT(T1 P.)FROM OTC 21.70 TC 21.70 TC 21.60 DESIGNED BY: BK / I ITC 20 OFOLEADER BC 21.20' =BC 21.20 BC 21.20 TC 21.75` NEW LANDSCAPING / NEW LAND5CAPIN ASPHALT w BC 21.40 PROPOSED OUTFACE 2 PROPOSED OUTFACE 3 BC 21.25 \ CHECKED BY: JM --- 200 TG 20.40 l PAVING 9 2 g, - - - - --1 --- "- - -" � 0 p. SCALE: As Noted ii -'s O / ' EXISTING DRAINAGE - II TC 21.60 z ITC 21.90�05 20.1' TC 21.60 TC 21.75 I W SEAL SIGNATURE: QED O / I BC 21.10 o BC 21.40� 20.1' - - BC 21.1 0 BC 21.25 o �C, LEE tigCti/ EXISTING LANDSCAPING - -- - - -- - 121.9 X 15'DUM 22• 12.0' �� `,':� "' �? ,Z.� ti� - - - - ---"-- - -- ER 10 P T O / �- � - - - - - - - - - - - - - - - .. .._ - --! --- ...._.__ - - - - - ENCLOSURE L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - TC 22.40- - - - - - - - - - -TC 22.40- -- - - - cn -- - _ _ - - BC 21.90 BC 21.50 a, 6 N = - - __- ' EXISTING LANDSCAPING N ;- - __ - - - - - - _ / TW 23.00 =22`_23 _ ��'9�, 3g45 - ! BW+/ 19.00 I _ _ - -24- -' �` F N s, X X X-� X X X r X X X X X X' X X X X X i X X-�-X X X , X7 ____ X -X X 4 F - - __ DWG No: 5 81030' 30" W C4.1 - - - - - - - /527.90 i Gradln Drama e 51te Plan = 21 Amok " = 20'-011 C-2.0 I i / LEGEND NOTES Architect of Record: 97.0' / 11 IT 1. DATUM TO N.A.V.D 1988 X F " ENCE SEPTIC TANK 2. NO NEIGHBORING WELLS WITHIN 150' ' x 22.00 x 21.98 22.00 x x 21.75 3. NO SURFACE WATERS WITHIN 300'. JAME5 CREEK APPROXIMATELY 575'5E OF PROPERTY, WETLANDS 0 o E ELECTRICAL SERVICE PTO PRE TREATMENT TANK SURROUNDING JAME5 CREEK APPROXIMATELY 160'SE OF SITE RC I T E C T U R E D Pc 0 4. PROPERTIES WITHIN 150'USE PUBLIC WATER SUPPLY. 5. USGS SOIL CLASSIFICATION RhB JM2 ARCHITECTURE, DPC - LP G. HIGHEST EXPECTED GROUNDWATER 3' W DOMESTIC WATER SERVICE LINE O SANITARY LEACHING POOL 2410 NORTH OCEAN AVENUE TC 21..90 TC 21.90 'TC 21.90 TC 21.90 O 7. SANITARY PIPE TO BE DR 18. SUITE BC 21 .40 I BC 21.40 O BC 21.40 300 O BC 21.40 EP FARMINGVILLE, NY, 11736 G GAS SERVICE LINE 1 SANITARY EXPANSION LEACHING POOL T 1631.320.3305 TC = 21 1 o I o BC 100.00 TOP Of CURB ELEVATION 99.50 BOTTOM OF CURB ELEVATION CO SANITARY CALCULATION 5 O SANITARY CLEANOUT 63�-- EX. CONVEENENCE STOKE/LAUNDRY/BARBER-0.03 GPD/SF 10,031 X 0.03 = 300.93 GPD Applicant: TC 21.70 TC 21.70 n TG 2 I.60 ELEV- 100.00 SPOT ELEVATION TEST BORING LOCATION HOUSING UNIT-225 GPD-GO I - 1,200 5F FLOOR AREA 8 X 225 = 1,800.00 GPD Nlckolas Mirando BC 21.20 BC 21.20 BC 21.20 u HOUSING UNIT-300 GPD- >1,200 5F FLOOR AREA 2 X 300 = 600.00 GPD 183 Smithtown Blvd. TC 21.90 I WETLAN D5 LOCATION TO PROPERTY 2,700.93 GPD Nesconset,NY 11767 I BC 21.40 631-813-6152 PROPOSED OUTFALL 2 PROP05ED OUTFALL 3 N OUTFACE#I -EXISTING COMMERCIAL BUILDING SEPTIC TANK: Owner: I . + 300.93 GPD x I DAY FLOW= 300.93 GPD Hand Pant Stores Inc Y Pantry 200 TG 20.40 - ,e. 1 _ ^� �s '' 3 (1)EXISTING CONVENTIONAL SEPTIC TANK(1,000 GALLON CAPACITY) 83 Smithtown Blvd. 2p 9, 2p 9' , Y (1)EXISTING GREASE INTERCEPTOR(1,500 GALLON CAPACITY) Nesconset, NY 11767 631-361-9440 Lu A m_ 'a a f,.. ° 4i , DISTRIBUTION POOLS/LEACHING POOLS: x 21.058.01 } 1 �' _ t EXISTING 8'-0"DIA. LEACHING POOLS @ 25.13 CFNF Surveyor: U_JTC 21.9C0 I s + �' - $ ,, 301.92 GPD = 1.5 GAUSF/DAY= 201.28 CF(MIN. 300 CIF REQUIRED) Aerial Land Surveying D.P.C. O 20.I ,f, O a '' ~ J 300 CF_ 25.13 CFNF= 11.93 VF REQ D 200 Orville Drive,Unit 495 Q IBC 21.4C0 z 20.1' o-, n r EXISTING(2) LEACHING POOLS @ 8 0 DIA,x 8 DEEP EFFECTIVE DEPTH. Bohemia, NY 1 1716 0 o TC 21.60 16.00 VF PROVIDED > I 1.93 VF REQ'D 833 787 8393 cfj I 2\ 2 4 � ' (50%LEACHING POOL EXPAN51ON SHOWN). a art q OUTFLALL#2 160 SEPTIC TANK: pp � t � ,� �, *� � , I �f � t k•_,.,_ � ,„, OHOUSING UNIT 300 GPD + (4)HOUSING UNITS 225 GPD = 1,200 GPD x I DAY FLOW= 1,200 GPD (1)FUJI CEN 14 I/A TREATMENT SYSTEM(1,350 GALLON CAPACITY) t jv o ,. TC 22.40 / I TC 22.40 «.,, - '" ` ' a"; ' ` " ;;'_ ' q DISTRIBUTION POOL5/LEACHING FOOLS: BC;21.90 - - - - - - - - - - - - - - - - - - - - - BC 21.90 - - - kF r ;;. . a ` ": USE 10'-0"DIA. LEACHING POOLS @ 31.4 CFNF Q.V. t "F M,: 1,200 GPD = I.5 GA ISF/DAY= 800 CF Project Info 800 CF - 31.4 CFNF= 25.45 VF REQ'D -� THEREFORE USE(2) LEACHING POOLS @ 10'-0"DIA, x 13'DEEP EFFECTIVE DEPTH. 26.00 VF PROVIDED > 25,48 VF REQ'D z - - - h�. (50%LEACHING POOL EXPAN51ON SHOWN). � 19*,�, ':sh'�.3.. '•' m.�a» ..fir+, }:`rd r OUTFLALL#3- PrOPO5ed Wtl-Family SEPTIC TANK: (1)HOUSING UNIT 300 GPD + (4)HOUSING UNITS 225 GPD= 1,200 GPD x I DAY FLOW= 1,200 GPD 150 New 5 uffo I k Ave. Gradln� � Drainage 51te Plan Copy I 2 (I)FUJICEN 14 I/ATREATMENTSYSTEM(1,350GALLONCAPACITI� -5/1-EACHING POOLS: 1 " = 1 O'-011 �" I RUSE 10'-0"DIA. LEACHING POOLS @ 31.4 CFNF � EXISTING WATER LINE EXISTING GAS LINE TO PROPERTY Mattituc NY 1 I,200 GPD_ 1.5 GAU5F/DAY= 800 CF 800 CF - 31.4 CFNF = 25.45 VF REQ'D THEREFORE USE(2) LEACHING POOLS @ 10'-0"DIA,x 13'DEEP EFFECTIVE DEPTH. VV_ 26.00 VF PROVIDED > 25.48 VF REQ'D / (50%LEACHING POOL EXPAN51ON SHOWN). C :C >E 0V/IR, 17. l�l/ _w�� NEW GAS LINE FEB Z / 2026 ' `VV--�'--G-----G G G -G =-G--GG G G G G--G 4�✓ �.W W W--�/V--W W W W W--W---W--4V W-- W -W ____W - W- �tJ VV----W--W- s°)::rr ova Tov.'!i NEW WATER LINE E FFOLK AVE � BOARD NEW I _ DRAINAGE GRATE � II NEW THRUST BLOCK � UTILITY POLE - I i- UTILITY POLE UTILITY POLE U -�iij - G G -G-G G G- GG G G G r Ii CONC.CURB - - -_- _ CONC.CURB '- _ _ -- --- Cr �.- - - _ evlsions Sent h et 10 8 25 -- -- --- ---- - - - --- -- _ I E -t --E E E E---- E I -I-EE- E E F E - E-�E _E E E E E E E E E m EMI -7 ---E E E E C.E---E E E __ ent or Owner Review I 0 2 25 _ m_ 37' ng F ng S -- T---T- T-- -- - I -4 - aT' -T--�T -T T -T- i --T T -_--T T-----T---T'�- - - - - --I CONC. SIDEWALK 480. _ ."_T f N�8 I 19 30_-ET T T- -T T T r .T T CONC.SIDEWALK -� -I-r - -ter, - --- - - - - - - - - T - --- - T_ - --- - CONC SIDEWALK Added Sanitary Drawings 10 28 25 CURB CUT -- _. 2 BLOCK RET.WALL ----_ -n --- ( - p �- 3' r,i G G G G G ��„� Updated per Town Comments 16 25 [ --- BLOCK RET. WALL _ - Plannin Resubmission Set 2.2 .2 i X'L o G' g 7 6 EXISTING LANDSCAPING m = a _ _ _ x I �� I' \�Z2,11 DW DW-DW-DW-DW--DW-DW DW DW-�nw�--nn� G m w NEW LANDSCAPING - '< '�` - - - - - - - w s' _ - - - - - �- Ilr' - rt - �.,V-FW-FW=FW-FW-FW FW" FW FW FWNEWLANDSCAPING, w N w w - G - - - NEW 4'RETAINIIING o D O O - o D D � I WALL \ \ \ - +ri QJ W - DRAINAGE GRATE - oCA G7 w ASPHALT PARKING LOT klmDW 30.9' EXISTING OUTPALL I c��FW/ / ~I /I I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND is NEW THRUST BLOCK %„r j� t7 / NEW 3 NEW FIRST FLOOR PATIO �, AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, - D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS 1 �' i! / RETAINING ! L O �' ;� IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF WALL THE N.Y.STATE EDUCATION LAW. o / NEW 2 STORY BUILDING 7 ' I (10 RESIDENTIAL UNITS) -- - WITHBASEMENT - CONC. CURB UTILITY POLES �u �� W � I, / I I I I 1 . I � _ � � 0, Drawing Title - F.F. EL 22. I f w CONC.SIDEWALK - - - - ----- -- ----- - - --- O ,"`a,y�•� � 1 I AWNING I I,/ - - -- - - SHED EX15TING 11.7 W 110.2' 1, LANDSCAPING: N CCONC. RPZ IN BASEMENT D it Sanitary Plan O m o NEW FIRST FLOOR PATIO NEW FIRST FLOOK PATIOi, ASPHALT PARKING LOT o 50.0' / w� UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3 -BARBER SHOP 8'2 r- 3/G O - �' N JM2 No: 2023-0914 Q GAS METER � - _ - f EXISTING MULTI TENANT COMMERCIAL BUILDING c O - OIL, DATE: 8.2' z = % ;a� DESIGNED BY: BK Ca / - ---- - NEW LANDSCAPING- - -18 Q � � CHECKED BY: JM LL, NEW LANDSCAPING PROPOSED OUTFACE 2 PROPOSED OUTFACE 3 CONC; J UTILITY POLE - - -- --- - / _ - _ - _ - - -, __ __- � o SCALE: As Noted �'� to / i' N EXISTING ABOVE 5 l °� AC pt l SEAL SIGNATURE: O ii I f I o GROUND TANK O O O _ (QED /ail / TO BE REMOVED J �, '�� C C� / / _ EXISTING"ING �,_ o �5 1.EE 121.9 C - ��C LANDSCAPING LNG SHED � 10'X 15'DUMPSTER - - CONC. AWNING CONC.51DEWALK ENCLOSURE ► / �Q J /W - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - SHED - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - _ .. 'NEW LANDSCAPING - ---'--• I I - -_--. � - '�� EXISTING LANDSCAPING 3'BLOCK WALL 3'BLOCK WALL =. NEW LANDSCAPING / - CONC. SIDEWALK - - - --- - -- - --- - - - - - - - -- - - - - - - - - - X X X X X X X X X X X X�--= � ---0 r--� � �� ----X -�- �--=X----X=X X----- X X=�X X�-= X X-��X�n DWG No: / / 5 81° 30' 30" W 227.90 WETLANDS trr N/0/F ANGELINA PROPERTIES LLC / APPROXIMATELY 160 5E OF CORNER OF 5anitaV 51te Plan 3 PROPERTY 1 " = 20'-011 1 Itttttttttt® 2" Architect of Record: HEAVY DUTY CAST IRON GRADE EL. 22.48' CLEAR - N SUITABLE COVER TO GRADE INSECT AND WATER TIGHT RAME AND COVER LOCKING TO STOPPED OR END PLUG GRADE SEWER PIPE -2 (4,500 PSI)TRAFFIC BEARING 2.5 MAX. HIGH x 20(�MIN. I.D. I a� Q SLAB.#4 REBAR @ 12"O.C. EACH GRADE EL. APPROX. RC I T E C T U R E DPc 30 DEGREES ELBOW CHIMNEY AS REQUIRED m w WAY TOP AND#7 REBAR @ 6"O.C. 21.50' FINISHED FLOOR EL. GRADE EL. 22.26 MIN.4"DIA. SDK 35 PVC 30' HEAVY DUTY LOCKING CAST HEAVY DUTY CAST IRON EACH WAY BOTTOM LOCKING CASTING TO GRADE EL.APPROX. INSECT AND WATER TIGHT JM2 ARCHITECTURE, DPC APPROX. 22.50' � � OR EQUIVALENT PITCHED IRON COVER,TYPICAL 2410 NORTH OCEAN AVENUE AT 1/4"PER 1 MIN. 2'-0" _ 12"RISER(Fr.) 2'-0" GRADE 21.50' FRAME AND COVER LOCKING HAI( / \ MIN. 4"DIA. SDR 35 PVC SUITE 300 H-20 LOADING CONCRETE SLAB FARMINGVILLE, NY, 1 1738 60 DEGREES WY GRADE OR EQUIVALENT PITCHED UNLESS OTHEKW15E NOTED T 631.320.3305 AT 1/8"PER FT. MIN. I _ GRADE I N 8„ 1 81, N -- o 6"TOP SLAB. I - MIN MIN -_ Z INV EL. 18.50' �, I I Applicant: ad- Z � INV. OUT 20.00' " •• - � INV EL 19.15 - N I - T.O.TANK EL. 19.50 FLOVYI - -® INV EL I8.84' - - - - - - - - - - Nickolas Mlrando MIN. 4"DIA. SDR 35 PVC LINE \ ® E E ® 183 Smithtown Blvd. OR EQUIVALENT PITCHED FLOW TO CEN 14 TO DIST. BOX `" Nescon5et,NY 11767 ® ® ® ® ® ® ® ® ® ® AT I/44"PER FT. MIN. = m INV EL 18.98' 631-813 6152 BASEMENT = o = INV. OUT 19.28 FLOW ® ® ® ® ® ® ® ® INV. IN 19.78 `9 I/4 /FT PITCfi �T5 4 _O INV EL 18.67 I MIN. f2'CAST IRON PIPE ' -1 ® ® ® ® ® ® ® ® ® E ® Owner: EXTENOING BEYOND THE P TRAP FOR ODOR `9 MIN. BUT EL 18.50' I ® ® ® ® ® ® ® ® ® Handy Pant 5tore5 Inc FOUNDATION FOR ALL CONTROL WITH - - - - - - ® ® 183 5mitht wn Blvd. d PROPOSED SANITARY INTEGRATED CLEAN Ne5con5et, NY 11767 * • � '°•`a' LINES OUT TO GRADE ® ® ® ® ® E ® 631 361 9440 4"THIICK(4000 p51) --- , COMPACTED NATIVE FILL, PRECAST SANITARY RINGS = ® ® ® ® ® ® � ® Surveyor: REINFORCED BOTTOM SLAB. I,200 GALLONS SEPTIC TANK WITH SLAB - TYPICAL D ® ® ® ® ® ® Aerial Land Surveying D.P.C. 200 Orville Drive,Unit 495 a > D ® ® ® ® ® ® ® Bohemia, NY 1716 UNDISTURBED GROUND OR COMPACTED SUBGRADE M, w ® ® D� C:LEANOUT 1 , 200 GALLON PRE TREATMENT TANK N � _� BACK FILL MATERIAL TO BE I _ ® ® ® ® � � � ® ® ® � I NOTE: THERE ARE NO NNEIGHBORING WELLS I /� CLEAN SAND AND GRAVEL ® ® ® ® ® ® ® ® © (- WITHIN 150'-0"OF THE SUBJECT PROPERTY. P U J I CEN 14 I ® ® ® ® ® ® ® � ® � I I I 3'0"MINIMUM ABOVE I ( D ® ® ® � � El I_I GROUND WATER. ® ® ® ® ® ® ® � Protect Info D ® ® ® E ® II D 15] 121 :LA ® ® ® ® B.O.TANK EL. 6.50 5anitary Profile= Full Cen 14 I - C-2'2) 6'MINIMUM PENETRATION INTO II ProF05ed Multi-Family VIRGIN STRATA OF SAND AND GRAVEL cli _ 150 New Suffolk Ave. 24" � I - 3'CLEARANCE EL. 3.50 SUITABLE COVER TO GRADE Mattituck NY 11952 STOPPED OR END PLUG0 GROUNDWATER EL. 3.40 � FINISHED EARTH OR ASPHALT LEACHING POOL G3C �G l ,IJ IVA D IO'DIAMETERX I O'EFFECTIVE DEPTH INCOMINIG SERVICE, FEB 2 7 2026 NEW 2O AMP, 1 POLE BREAKER 200A,301,480/277 VOLTS TUFTITE RISER OR EQUAL SEWER PIPE SOUTH�LD T002 SEE DETAIL"A"FOR SEE DETAIL"B"FOR THROUGH RISER THROUGH TANK a PVC ELECTRICAL 11 14"MALE PIJNNING F•OA.RD CONNECTION CONNECTION DETAILS3 coNDulr ADAPTER THREADED 30 DEGREE ELBOW 120 VOLT, 10 SERVICE TO UTILITY 3/4"ELECTRICAL CONDUIT,,, /3/4"PVC AIR CONDUIT NORWECO CONTROL.PANEL 2#6,#6 GIRD IN 1"PVC CONDUIT FCONTROLPANEL Kevl5lon5 MALE Sent for Owner Review 10.2.25 FUJI CIRCUITONIROL BREAKER TER BLOWER Planning Filing Set 10.8.25 PANEL PANEL LOCK WASH RISER WALL 3laC WE CONDED JOINT 60 DEGREE WYE FLOAT WIRE ELECTRICA Added Sanitary Drawings 10.28.25 L EX.GROUND ROD I 3/a"PVC CONDUIT Updated per Town Comments I.6.25 THREADED L, MALE ADAPTER Planning Re5ubm1551on Set 2.27.26 NOTE; PVC WELDED JOINT 1) BURIED ELECTRICAL POWER TANK WALL 3/4"PVC CONDUIT CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRppE, AIR LINE NOTE:CLEANOUT(5)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2) ALL PLECTRICAL WORK TO BE r\.ANIIACTURER PROVIDED TANK PERFORMED IN ACCORDANCE PENETRATION(BULKHEAD FITTING) WITH NEC. TYP. CLE&NOUT DETAIL 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE.AND 11 = 11_011 C-2.2 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, ELECTRICAL ONE-LINE DIAGRAM DETAIL CEN- 14 INSTALLATION D ETA I LS D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS SCI LE: N.T.S. IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. SANITARY SINGLE LINE DIAGRAM 4 Fuji Cen- 14 Installation Deta115 3 CHAMBER Volume(gal) Sedimentaton Chamber Anaerobic erobicC FiftraContact nCtionCh 37B Drawing Title VV L try, Aerobic Contact Filtration Chamber 378 Clarification Chamber ,5 5 A N I TA RY NOTE 5 rY-a 6A� Disinfection Chamber 12 6 Total Volume 2,252 -� -- SCUMBAFFLE Sanitary Invert Deta115 o o O O iiiCIRCIAATkJN ATTACH PANEL TO AIFiLIFrPUMP SPECIFICATIONS NOTES: Anaerobic Media PP/PE DISTRIBUTOR .ti Board Type Aerobic Media PVC I PP I PE I. TYPE 2 POOLS HEIGHT AND WIDTH OF SECTIONS AS REQUIRED,INCLUDING CONCRETE FOOTING,REINFORCED L:I ETi4E Aerobic Media PP/PE CONCRETE SLAB,AND MANHOLE COVER(WHEN BA51N IS SET TO FINISHED GRADE). SUPPLIED "H" FRAME 2. MINIMUM 8'BETWEEN SANITARY LEACHING POOLS.MINIMUM 10'BETWEEN STORM DRAINAGE POOLS. ,r sIrlFEcnoN 7�c� FRP r 30 ABOVE GRADE CYLINDER(0 n�,"" p i PVC I PIP IPE MINIMUM 20'BETWEEN STORM DRAINAGE POOLS AND SANITARY LEACHING POOLS.I'MINIMUM 10'BETWEEN - SPECIFICATIONS { OUTLETPME AccessCovers Plastic/Cast Iron SANITARY LEACHING POOLS AND BUILDING FOUNDATION.MINIMUM 5'BETWEEN SANITARY LEACHING POOLS Dismteclant(Optlonal) Chlorine Tablets MODEL. MAC ISOR � 0- 0 � AND UNDERGROUND UTILITIES, AIR FLOW 5.3 CFM FFLUFNT 3. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCESS, NORMAL PRESSURE 2.6 PSI 15 A POWER AIRLIFT PUMP 4. ALL OTHER LEACHING POOLS TO HAVE POSITIVE SURFACE ACCESS. ' = POWER 120V/2.3A/60Hz FROM PANEL AIR COMPRESSOR JM2 No: 2023-0914 OUTLET CONNECTION I INCH ENCLOSURE W/BASE - 5. ANY DRAINAGE STRUCTURES INSTALLED WITHIN RIGHT-OF-WAY SHALL BE I O'DIA.MAX AND SHALL 01 WEIGI IT 20 LBS RING, USE BREAKER -� .� INCORPORATE FoormlG POWER CONSUMPTION 120 W VENrHO1-E- FLOW OPENING(TYP) OW BAFFLE a a•AIRINTAKE G. ALL INTERCONNECTING PIPE TO BE 4"DIA.SDR 35 PVC,UNLE55 OTHERWISE NOTED, PITCHED AT 1/4"IFT DATE: 02/10122 POWER CABLE 6 FEET POWER LINE TO FLOAT AIR LINE TO FHs F',ULAna+P'^e- (CLEANING OPENING) BETWEEN CLEAN-OUT�SEPTIC TANK,CLEAN-OUT AND GREASE TRAP(IF APPLICABLE)AND I/8"/fT MIN. TREATMENT PLAN VIEW BETWEEN LEACHING POOLS. Installation/operation r Maintenance Notes: TANK DESIGNED BY: Author - Install blower on concrete base. Ensure adequate 0 0 audt�nDiout against I/A OWTS NOTES: suF1irmaximu requires atrained technician. 15 A POWER I. THE DE51GN ENGINEER SHALL OBSERVE THE OWTS PRIOR To BACKFILL AND DURING SYSTEM STARTUP. ' For maximum efficiency,inspect and clean internal air CHECKED BY: Checker 6otmr every 3 FOR COMPRESSOR 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF FnRcol,-ree diaphragm/valve assembly once every 12 co a.ecesscovvEa x aeeEsseo'm+ za^aeeEss sirdFLcrloN Jam=a AccFssca ER HEALTH AND SHALL BE AN AUTHORIZED INSTALLER I (NntthsA damaged diaphragm will trigger the USE BREAKER oovER cnINDER(oPTIQ,v, SCALE: As Noted O Auktinat)c-Stop 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOILK COUNTY DEPARTMENT a �- Law OPENING OF HEALTH.THE DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY 5CDH. T-N 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE SEAL SIGNATURE: QED �4 rl = cs PROPERTY OWNER SHALL BE PROVIDED TO 5CDH. 0 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. +'-z� /ROAR"TYPE G. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PKIOR TO ARRIVAL TO THE SITE U51 VGA METHOD APPROVED 7 cortracTM Dw BY THE MANUFACTURER. A ��>� _ _r'�I?` ( x�°`5 ss� LI'+ s.3}• © ss}• s-3} 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL PANEL TO THE za Q ® A FTPUM°rI JUNCTIOPI BOX SHALL BE SEALED AND WATERTIGHT. 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET 2 INCHES ABOVE GRADE TO t PREVENT WATER INTRUSION. / ER«ucMfDIA 9. OWTS SHALL BE LOCATED MINIMUM 3'-0"FROM THE DRIVEWAY.A G"INCH HIGH PRECAST CURB SHALL BE t Oil INSTALLED IN-BETWEEN THE DRIVEWAY AND THE OW 5 IF 3 FEET SEPARATION CANNOT BE MAINTAINED. FLOW OPENING ERATION ASSEMBLY 10. NEW I/A OWTS TO BE VENTED THROUGH PLUMBING,NO HOUSE TRAP TO BE INSTALLED. F NE�y A-A VIEW SECTION B-B VIEW 1 1. PROVIDE 2"VENT PIPE FROM THE OWTS TO THE EXTERIOR SIDE OF THE BUILDING. PIPE SHALL TERMINATE A Li UMINIMUM OF 18"ABOVE GRADE AND SHALL BE LOCATED A MINIMUM OF 3'FROM ANY DOORWAYS OR ' O OPERABLE WINDOWS AND MUST TERMINATE WITH A CARBON FILTER.PIPE SHALL HAVE A POSITIVE SLOPE DWG No: f BLOWER AND PANEL DETAIL FROM THE ORRSHALOL THE BUILD ING 50A YIONOFSEW R AT LIQUID DRAIN TOWARD NECTIIONPRIORTO UNIT. Fu iClean U 2. POINT m." COMMENCEMENT OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY DE51GN ENGINEER Of ANY DI5CP.EPANCIE5 r rncwarty... CEN-14 IN THE INVERT ELEVATIONS. 13. DISTRIBUTION BOX R15ER5 SHALL BE VERIFIED AND COORDINATED BY CONTRACTOR IN FIELD DURING _ Fu1i Mac 150 Blower 6 Blower and Panel Detail 5 Structural Drawing INSTALLATION. DATE: 03121202o scaLE: ua^=r' 14. HOLDING TANKS SHALL BE PROPERLY VENTED AND SHALL BE EQUIPPED WITH A LIQUID LEVEL FLOAT SWITCH, ■ C-2.2 HIGH WATER LEVEL ALARM AND AUTO DIALER OR OTHER ACCEPTABLE AUTOMATIC NOTIFICATION SYSTEM. I Architect of Record: SLACKS TEST 130f-ZING, INC. SLACKEE TEST BORING, INC. SLACKEE TEST BORING.. LNG. SUACKEE TEST BORING, LNG. A'XR C Subsurface Soils & Foundation Explorations Subsurface Soils & Foundation Explorations Subsurface Soils & Foundation Explorations Subsurface Soils & Foundation Explorations P.O.Box 64,Kings Park-,Long Island,New York 11754 (631)269-7930 info@slacketestboriiig.com P.O.Box 64 Kings Park-,Long Island,New York 11754-(631)269-7930-info@slacketestboring,corn P 0.Box 64,Kings Park,Long]Island,New York 11754 (631)269-7930 info@slacketestboring.com P.O.Box 64,Kings Park,Long Island,New York 11754 (631)269-7930 info@slacket.estboring.com RIC ITECTUREDPC Date: May 23, 2025 (SP) Date: May 23, 2025 17' 22' Light Brown Fine Same Size Sands with Trace Fine to 4-5-9-9 24" JM2 ARCHITECTURE, DI'C Sample#7 @ 15'to 17' Small Gravel.(SP) 2410 NORTH OCEAN AVENUE 17' 22' Light Brown Very Fine Same Size Sands with Trace Fine 3-6-7-10 24" Sample#8 @ 20'to 22' SUITE 300 Client:JM2 Architecture Phone: 631-320-3305 Temperature: 57* Gravel.(SP) Client:JM2 Architecture Phone:631-320-3305 Temperature: 57* 22' 25' Light Rust Brown and Light Brown Very Fine Same Size 10-11-11-13 24" fARMINGVILLE, NY, 11738 Sample#8 @ 20'to 22' Sands with Trace Fine Gravel.(SP) T I G3 1.320.3305 Job Number: 25-205 Borinig Number: 1 Depth of Boring: 25 Feet 22' 25' Light Brown and Light Gray Very Fine Same Size Sands 11-15-14-15 24" Job Number: 25-205 Boring Number: 2 Depth of Boring:25 Feet Sample#9 @ 23'to 25' with Trace Silts at Bottom of Spoon with No Gravel. END OF BORING 25'0" Job Location: 12250 Main Road, Matt:ituck NY 11952 Sa(SP)mple#9 @ 23'to 25' Job Location: 12250 Main Road, Mattituck NY 11952 END OF BORING 25'0" Water Level,: 18.6 Feet Below Ground Surface at 11:31AM Water Level.: 18.5 Feet Below Ground Surface at 12:08PM Applicant: Nickolas Mirando Vicinity Recorded High Tide,: 9:06AM Low Tide: 3:09PM Vicinity Recorded High Tide: 9:06AM Low Tide: 3:09PM 183 Smithtown Blvd. Ne5con5&, NY 11767 Drilling Method:Geoprobe Drilling Method:Geoprobe, W=WEIGHTOF HAMMER 631-813-6 152 Depth Classificaition of Soil 30" Blows Penetration Depth Classification of Soil 30" Blows Penetration Owner: Sample of Spoon in Sample of Spoon in Handy Pantry Stores Inc From To Spoon Inches From To Spoon Inches 183 Smithtown Blvd. Ground 2' Dark Brown and Pale Brown Moist Very Fine and Very 1-4-3-2 24" Ground 2' Dark Brown and Pale Brown Moist Very Fine Silty Same 1-W-1-1 24" C5CMCt, NY I I 7G7 Surface Silty Same Size Sands with Some Organics(Roots)at Surface Size Sands with Some Organics(Roots)at Top of Spoon 631-36 1-9440 Top of Spoon with Some UIrban Material(Crushed with Trace Fine Gravel into Moist Very Fine and Very Asphalt)at Top of Spoon with Some Fine to Medium Silty Samte Size Sands Mixed with Lean Silty Clays with Surveyor: Gravel into Moist Very Fine and Very Silty Same Size No Gravel.(SM/SC) Aerial Land Surveying D.P.C. Sands Mixed with Lean Siltty Clays with No Gravel. Sample#1 @ O'to 2' 200 Orville Drive, Unit 495 (SM/SC) 2' 4' Pale Brown and Light Brown Moist Very Fine and Very 2-5-8-10 24" Bohemia, NY 1 171G Sample#1 @ 0'to 2' Silty Samie Size Sands with No Gravel into Dry Fine 833-787-8393 2' 4' Pale Brown and Light Brown Moist Very Fine and Very 2-5-7-8 24" Same Sizie Sands with Trace Fine to Small Gravel. Silty Same Size Sands with Trace Fine to Small Gravel (SM/SP) into Dry Fine Same Size Sainds with Some Fine to Small Sample#2 @ 2'to 4' Gravel.(SM/SP) 4' 6' Light Brown Fine Same Size Sands with Trace Fine to 5-10-14-13 24" Sample#2 @ 2'to 4' Small Gravel.(SP) 4' 6' Light Brown Fine Same Size Sands with Some Fine to 5-12-14-14 24" Sample#3 @ 4'to 6' Medium Gravel.(SP) 6' 81 Light Brown Very Fine Same Size Sands with Trace Fine 11-10-12-13 24" Sample#3 @ 4'to 6' to Small(Gravel.(SP) 6' 81 Light Brown Fine to Mediuim Mix Size Sands with Some 13-12-15-14 24" Sample#4 @ 6'to 8' Fine to Small Gravel.(SW) 81 10, Light Brown Very Fine Same Size Sands with Trace Fine 5-9-9-9 24" Project Info Sample#4 @ 6'to 8' to Small(Gravel.(SP) 81 10' Light Brown Fine Same Size Sands with Trace Fine to 7-9-10-9 24" Sample 95 @ 8'to 10' Small Gravel.(SP) 10, 12' Light Brown Very Fine Same Size Sands with Trace Fine 8-7-7-10 24" Sample#5 @ 8'to 10' Gravel. (SP) 10, 12' Light Brown Fine Same Size Sands with Trace Fine to 8-6-7-8 24" Sample#6 @ 10'to 12' Small Gravel.(SP) 12' 17' Light Brown Very Fine Same Size Sands with Trace Fine 6-8-7-7 24" Sample#6 @ 10'to 12' to Small 03ravel.(SP) Proposed Wtl-faMlly 12' 17' 1 Light Brown Very Fine Sarne Size Sands with No Gravel. 1 6-6-5-6 1 24" Sample M7 @ 15'to 17' 150 New Suffolk Ave. Mattituck, NY 11952 SLACKE TEST BO R_ INGr INC. SLACKE TEST MUM, INC. SLACKS TEST BORING,, INC. Subsurface :Soils & Foundation Explorations Subsurface Soils & Foundation Explorations Subsurface Soils & Foundation Explorations (631)269-7930•-info@slacketestboring.com Box 64,Kings Park-,Long]Island,New York 11754•(631)269-7930•info@slacketestboring.com P-0.Box 64,Kings Park,Long Island,New York 11754• P!.O.Box 64,Kings Park,Long Island,New York 11754•(631)269-7930•info@slack-etestboring.com FEB 2. 7 2026 Gravel and Trace Fine Silts at End of Spoon.(SP) SOUTHOLD I&I&I Date: May 23, 202-1) POAPD Sample#9 @ 23'to 25' Client:JM2 Architecture PhonEe: 631-320-3305 Temperature: 57* END OF BORING 25'0" Job Number: 25-205 Borinig Number: 3 Depth of Boring: 25 Feet Date May 23, 2025 lob" Number 25-205 Drawing 1 of 1 RCV1510115 Job Location 12250 Main Road, Mattituck NY 11952 sent for Owner Review 10.2.25 Job Location: 12250Main Road, Mattituck NY 11952 Planning filhng Set 10.8.25 Added Sanitary Drawings 10.28.25 Water Level,: 19.9 Feet Below Ground Surface at 12:45PM __Q Updated per Town Comments I.6.25 Cif FOCK Of"41"U I � 0 r, Planning RC51JbM1551on Set 2.27.26 Vicinity Recorded High Tide: 9:06AM Low Tide: 3:09PM Drilling Method: Geoprobe Depth Classification of Soil 30" Blows Penetration Sample of Spoon in From To Spoon Inches -2 Ground 2' Brown Fine Same Size Silty r Sands with Trace Fine to 1-2-1-1 24" ' Surface Small Gravel and Trace Organics(Roots).(SM) Sample#1 @ O'to 2' �27 CA THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 2' 4' Brown and Light Brown Finne Same Size Silty Sands with 3-5-5-6 24" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, Trace Fine Gravel into Fines to Medium Mix Size Sands D.P.C.ANY UNAUTHORIZED USE Of Thff5E DOCUMENTS 15 with Some Fine to Small Grravel.(SM/SW) IN A VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of Sample#2 @ 2'to 4' THE N.Y. STATE EDUCATION LAW. 4' 6' Light Brown Fine to Mediurm Mix Size Sands with Some 9-10-11-14 24" Fine to Small Gravel. (SW) Sample#3 @ 4'to 6' 6' 81 Light Brown Fine to Mediurm Mix Size Sands with Some 9-8-8-8 24" Drawing Title Fine to Small Gravel.(SW) Sample#4 @ 6'to 8' 8' 10' Light Brown Fine to Coarse!Mix Size Sands with Some 10-9-8-10 24" Fine to Small Gravel.(SW) TC5t 50rin�5 I Sample#5 @ 8'to 10' 10, 12' Light Brown Fine to Coarser Mix Size Sands with Some 8-9-8-8 24" Fine to Small Gravel. (SW) Sample#6 @ 10'to 12' 12' 17' Light Brown Fine to Mediurm Mix Size Sands with Trace 6-7-8-8 24" Fine to Small Gravel. (SW) Sample#7 @ 15'to 17' 17' 22' Light Brown Fine Same Size Sands with Trace Fine 10-9-9-8 24" JM2 No: 2023-0914 Gravel.(SP) Sample#8 @ 20'to 22' DATE: 02/10/22 22' 25' 1 Lig it Brown Fine Same Size!Sands with Trace Fine 11-10-10-12 24" [please note drawing is not to scale] DESIGNED BY: Author CHECKED BY: Checker SCALE: As Noted SEAL SIGNATURE: \,A F_D �� � SEE ti qy/�. tSjgT 0`3946 N DWG No: =2n3 LANDSCAPE CALCU LATI 0N5 LANDSCAPE NOTES Architect of Record: REQUIRED PROVIDED I. ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH SUPER PHOSPHATE(0-20-0)AT A RATE OF 3.0 OZ. PER TREE AND 1.0 OZ PER SHRUB, TOTAL LANDSCAPING MIN. 25%(22,01 15F) 25.99%(22,883 5F) 2. NITROGEN FERTILIZERS SHALL NOT BE PERMITTED. 3. BARE ROOT PLANTS SHALL NOT BE PERMITTED. A. 4. ALL TOP SOIL SHALL BE A MINIMUM OF 6"DEEP. R C I T E C T U R E D P� 5. ALL PLANTING BEDS SMALL RECEIVE A MINIMUM 3"OF SHREDDED BARK CHIP MULCH AND METAL EDGING AROUND THE BASE OF THE BED, G. ALL NEW PLANTINGS SHALL BE PLACED AT THE DISCRETION OF THE LANDSCAPER AND SHALL ACHIEVE DESIGN DRAWING INTENT. JM2 ARCHITECTURE, DPC 7. ALL NEW PLANTINGS SHALL BE PRUNED IN ACCORDANCE WITH THE BEST NURSERYMAN'S PRACTICE, 2410 NORTH OCEAN AVENUE 8. ALL NEW SOD SHALL BE KENTUCKY MERION, HYDRO-SEED SHALL BE PARMINGDALE MIX UNLESS OTHERWISE NOTED. SUITE 300 9. CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES AND ANY DEVIATION FROM THE DE51GN DRAWING.ANY SUBSTITUTIONS SHALL BE REPORTED TO THE ARCHITECT AND FARMINGVILLE, NY, 11738 OWNER FOR REVIEW AND APPROVAL. T 1631.320.3305 10. ALL PLANTING BEDS SHALL BE CULTIVATED TO A MINIMUM DEPTH OF 8"AND RAKED TO REMOVE 50D CLUMPS,WEEDS,STONES,AND OTHER FOREIGN MATERIALS EXCEEDING 2"IIN DIA. 11. ALL TREES TO BE REMOVED SMALL BE CUT TO A MIN, DEPTH OF 6"BELOW FINISH GRADE. CONTRACTOR SMALL BE RESPONSIBLE TO PROTECT EXISTING TREES TO REMAIN AND 15 RESPONSIBLE FOR REMOVAL SMALL INCUR ALL COSTS TO REPLACE OF EQUAL BOTANICAL 51ZE AND SPECIES. 12.THE APPLICANT SMALL BE RESPONSIBLE FOR REPLACING ANY NEWLY PLANTED OR EXISTING TREE, SHRUB, OR VEGETATION UPON THEIR DEATH OR DISEASE. (2 PIECES)REINF. RUBBER HOSE 13.THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL EXCE55 SOILS, PEAT MOSS, CONSTRUCTION DEBRIS, ETC. FROM THE 51TE IN ACCORDANCE WITH TOWN STANDARDS. 14. ALL LANDSCAPED AREAS SHALL HAVE UNDERGROUND SPRINKLER SYSTEMS. Applicant: DBL. STRAND#12 WIRE TWISTED 15.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL A PERMANENT LAWN IRRIGATION SYSTEM IN ALL LANDSCAPED AREAS. PROVIDE MULTI-ZONES,VALVE BOXES,TIMERS, ETC,AND PROTECTION pp Nickolas Mirando AGAINST FREEZING. (2)CEDAR OR LOCUST STAKES 16. ESTABLISHED LAWN TO THE SATISFACTION OF THE ENGINEERING INSPECTORS REQUIRED PRIOR TO THE 155UANCE OF A CERTIFICATE OF OCCUPANCY. 183 Smithtown Blvd. Nesconset, NY 11767 I'6"MIN. I'-6"MIN, 17.ANY SOIL BROUGHT ONTO OR REMOVED FROM SITE SMALL BE COORDINATED WITH TOWN INSPECTORS. 631-813-6152 W TRUNK WRAP 18. NURSERY PLANT IDENTIFICATION TAGS NOT TO BE REMOVED UNTIL AUTMCKIZED BY TOWN OF SOUTHOLD FIELD INSPECTORS. w -MULCH NOT TO BE PLACED AT ROOT FLARE, 13.ALL DECIDUOUS TREES TO BE SPECIMEN QUALITY, HAVE A SINGLE STEM AND STRAIGHT LEADER,WELL BRANCHED AND LIMBED UP TO 6'-7"UNLESS OTHERWISE NOTED. Owner: ROOT FLARE TO BE AT SAME REVEAL AS 20.ALL SHRUBS TO BE FULL DENSE WITH THE MINIMUM NUMBER OF CANES FOR SIZED REQUESTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. Hand Pant Stores Inc MULCH NOT TO BE PLACED AT F\OOT �- y Pantry SEEDED OR SODDED o ORIGINALLY GROWN SPACING OF SHRUBS SHALL BE AS SHOWN ON THE PLAN OR AS NOTED. 183 Smithtown Blvd. FLARE, ROOT FLARE TO BE AT SAME AS REQUIRED ON 6" w GROWN - 2 I. DECIDUOUS TREE CALIPER DEFINED USING THE DBH MEASUREMENT SYSTEM(DIAMETER AT BREAST HEIGHT). Nesconset, NY 11767 REVEAL AS ORIGINALLY �� = J HORTICULTURAL SOIL Q 1-9440 3"MIULCM ` N r f � Surveyor:/ � CALIPER MEASURED 4'ABOVE GRADE Aerial Land Surveying D.P.C. CUT AND REMOVE BURLAP FROM 6"SAUCER SEEDED OR SODDED AS REQUIRED ON 6"HORIZ, 200 Orville Drive,Unit 495 Bohemia, NY 1 1716 TOP I/3 OF BALL -III GRADE - - -III- 833-787-8393 _ TOP SOIL AND BAC;KFILL 6" -III I CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL =III- z -III TOP SOIL AND BACKFILL LANDSCAPE 5CH E D U LE III = m MARK EXIST. NEW BOTANICAL NAME COMMON NAME 51ZE SPACING - 1 0 I -0 III NOTES: III - - BALL DIAMETER _ =III 1. BARE ROOT PLANTS WILL NOT BE PERMITTED z =III= =III= III=III= =I= �=III- III_III- =� = 2. ALL PLANTINGS TO BE PRUNED IN ACCORDANCE WITH BEST ACCEPTED EX 25 - EXISTING TREE TO REMAIN 4"CAL. AS SHOWN 6"MIN. BALL DIAMETER 6"MIN. - -_ --- --- - - - - - - - NURSERYMEN PRACTICE - - _ - - - - - AR 0 5 ACER RUBRUM RED MAPLE(PSEG LISTED WIRE FRIENDLY SPECIES) 3"CAL. 30' Project Info CIF 0 15 CORNUS FLORIDA FLOWERING DOGWOOD 2.5"CAL AS SHOWN SHRUB IFLANTING DETAIL 3 PLANTING AND STAKING DETAIL 2 55 0 6 RMUSCOPALLINA SHINING SUMAC 5'-6'TALL 4' C-3.0 C-3'0 CA 0 20 CLETHRA ALNIFOLIA SUMMERSWEET GLETHRA 3'4'TALL WIDE 4' P roP05ed M U l t i-Family BA 0 13 BAPTISTS AUSTRALIS BLUE WILD INDIGO 3-4'TALL$WIDE 4' 150 New 5 uffo I k Ave. HO 0 33 HEX OPACA AMERICAN HOLLY 6'-7TALL$WIDE 10, Mattituck, NY 1 1952 AND 0 8 ASTER NOVI-BELGII NEW YORK ASTER VARIES AS SHOWN 1 50 0 16 50LIDAGO ODORA SWEET GOLDENROD VARIES AS SHOWN - �W s --- ~ ~ W � W--W- G G G G ' G G GG G G G G G _� F E� 2 / Za26 I I ! KW W W W W W W W W W W W W W W W W W W W W - IS gnU-'.IO�D TGV':''rl I I NEW 5UFF0LK AVE 11 III / U UTILITY POLE I I Revisions G-�G G GG G G G G G G G G G G G G G G G ^-'- G G G � r - I Wj CONC. CURB _ 10.2.25 - - - _ - - -- - - - _ _ E E __ _ _ _ _ - - - - - - CURB CU - - - - - - NEW T- m_ ��_ -- 8 Planning lanni gr Owner St Review 10.8.25 N G> Sent I I I 'C7,, -� � _ �E E E E E E�E o E E E E E E�E-SE E E EE E E E- E E ESE- E--"-E E E E E E E E E E E E -_E E _T_-- -TT T'T_ N-81° 19' 30"-ET -T T T TT T T 1� - -- - -- - l -- -- - CONIC. SIDEWALK CONIC. SIDEWALK - - - -- - ----- ; - r-- - " 4 0.37 T 3 BLOCK RET.WALL ' -- Added Sanitary Drawings 10.28.25 I- - -- 2 BLOCK RET. WALL - - - �cG T T W T_----T-=�T T- T T T-� - - - T T T CONIC -- c- - - ----7T . 51DEWALK _ ---Tl CD - - 55- 55 � - � BAR BAR P p CURB CUT G -z-G G G C Updated per Town Comments 1.6.25 T TT �� � O 1 - z BAR BAR BAR Q NEW LANDSCAPING Planning Resubmission Set 2.27.26 W' EXISTING LANDSCAPING �\ l (� �x �� - G m 30.0' 30.0' 30.0 30.0' H0 ' d SS 5S 5S CF [ m _ X U O ' (9 \,�,721V-DW-DW-DW-DW-DIW-DW-DW ^'' DW L)W- DO G TRANSFORMER - - HOr� z - �,1/=FW=FW-FW=FW=FVIV-=FWFW=w Q FVVgF �� - - - S0 - - - - - - - - - - - - - - - - -AND - - - - - 11 I /C7 - - - w ►-� t z i O G NB 50 50 NEW MULCH BED Sp _ /„�, , �t F��\ U T _ \ � SO ! Q C J .,UAA CA- " _C o _ 0, `t o I O G �CA:;.BACA=B >13Ln I"I' W - - \,caw\ ��: I' `'y_ �� CA' 'BA�.CA BACA. IBA _ BAY \ EX` O N ti 1 WBOX \OGy GGGGG CA: CA',''L :CA DRAINAGE GRATE F�\ C -. ri0 v o ' o ,, = w G� 'C7 F� � �� H 0 X z I W / ASPHALT PARKING LOT Ow,NDW I z. I / EXISTING OUTFALL 1 l THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND u C� 5.0' 0 NEW FIRST FLOOR PATIO EX MO, �'�` X AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, I' C9 I l � a I / _ NEW 3' D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 I I o O HO. IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF � ' 16 RETAINING F �l < l / WALL :HOB THE N.Y.STATE EDUCATION LAW. r 145 SF INTERIOR _ Al IF W � � - - - I- - -__ - - 'I ;' � � ONC. CURB ' � C - - - LANDSCAPING NEW 2 STORY BUILDING HO/'�� G� y� UTILITY POLES CONIC.SIDEWALK - - - - CF 10 RESIDENTIAL UNITS) O Draw ng Title W ' / - it - - L --- - AWNING _ -- -- X X X X ( WITH BASEMENT HOB W r 11 7---o SHED CA ���c= EXISTING �„ 110.2 O SO C F.F. EL. -22.5 SO 110r LANDSCAPING CONIC. CA - - -- - --- HQ, andsc pe n N CA 5 a a NEW FIRST FLOOR PATIO NEW FIRST FLOOR PATIO ;HOB „ BA / C9 - 1 � '� I o BA = / v ASPHALT PARKING LOT ; 4 NEW MULCH BED NEW MULCH BED 1 /', � I O HO 97.0 GA A HO v l Lu 8.2' SO SO _ ` z UNIT I CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP ; NEW CO/ W Ir ! J O NCRETE SIDEWALK NEW CONCRETE 51DEWIALK CA �/ o HQ.I S/G -- ,� 50 ANB :HO JM2 No: 2023 09 14 I CD O w n; GAS METER o o I o i Q o EXISTING MULTI TENANT COMMERCIAL BUILDING O + o DATE: 9.10.25 / - - - o 10,031 SF 4 NEW ADA RAMP 3 CF H0�',, w 8.2 DESIGNED BY: BK C� EX -- F ; � � � r HO CHECKED BY: JM /8 w PROF05ED OUTFALL 2 PROPOSED OUTFALL 3 EX HO UTILITY POLE / / HO ;,'� SCALE: As Noted G N fEX I -.l l9 o %/ SEAL SIGNATURE:/ S AC li, EXISTING ABOVE O HO,� o �\„/ F O O u ```��� GROUND TANK EX 0 - 5 EE I, EXISTING NEW LANDSCAPING H0� 1 0 �� L --- - 21.9' I' TO BE REMOVED " ;: , _ - 150 SF INTERIOR `C� "X c0N LANDSCAPING SHED CONIC. AWNING CONIC. SID 10'X 15'DUMPSTER - z m Q C c�� X----- - - -- I 1 EWALK 'C CF LANDSCAPING O / 6 - - - _- _.. .. ENCLOSURE � a L- 1 SHED 8.0 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /P .MOf C� / - - - - - - - - - - - - - - - - - - - - -I j It NEW LANDSCAPING EX ;' . t 5 46.2 46.2' 5 - = cn .,�I, O\ X H0 S� O�� / vo EXISTING LANDSCAPING i. EX ,R qTF 3945 OQ` c;I� ,� ;' '� 'Co ; -Cr EX :cF) F NEB�l - - - - - 3'BLOCK WALL =. -- _ _ - 3'BLOCK WALL TO REMAIN - - EX`". , ,._.' EX O CONIC. SIDEWALK ?< . _ - X - X X NEW LANDSCAPING X EX - - - --- X X X X X X X X X X n n X X X X X x EX X-- - - - - - - - - - - - X .,y X X, X , X DWG No: � N/0/F ANGELINA PROPERTIES LLC / 5 81° 30' 30" W 2150 MAIN ROAD MA71TUCK 1 1952 527.90 MULTI TENANT COMMERCIAL Albk TAX MAP#: 1000-1 14.00-12.00-002.000 NEW 6'HIGH VINYL FENCE LandScapine 51te Plan 3 0 " = 201-011 C-3.0 I i Architect of Record: r BUFFER ZONE RAMP SEE DETECTABLE WARNING PLACEMENT + DETAILS ON NYSDOT ENGINEERING RC IT E C T U R E D PC BULLETIN EB 16-013, DESIGN SHEET PeseRve� 608-0 I(SHEET 2 OF 9) JM2 ARCHITECTURE, DPC PARKING 18"X 12"PARKING SIGN (WHITE DETECTABLE WARNING SURFACE. SEE 2410 NORTH OCEAN AVENUE ON BLUE BACKKOUND)TYP. RESERVED BUILDING MOUNTED 12"X 18" DETAIL ON PAGE C-4.0, SUITE E300 PARKING HANDICAPPED PARKING SIGN FARMING , Y, 1 1738 (BLUE ON WHITE BACKROUND) MAN' DROPPED CURB T 631.320.3305 1001 TYP.AT EACH HANDICAP 3"X 1 1/2"STEEL DRIVE PARKING STALL SIDE FLARE,TYP. (SEE NOTE 23 ON SIGN P05T VAN ACCESSIBLE"SIGNAGE ���`�PM\ DESIGN SHEET 606-01 SHEET I OF 9) p Flm�_(IMUTCD 5 No. R7-8P) 25%MAX. AT CURB LINE(BOTH o � 6"DIA.STEEL PIPE CONCRETE FILLED HANDICAP PARKING SIGN SIDES) Applicant: Q PAINT PIPE W/SAFETY YELLOW TRAFFIC �S Nickolas Mlrando POINT. NOT TO SCALE g� 163 Smithtown Blvd. z o z °a RETURN CURB Nesconset,NY 11767 o �, BUILDING MOUNTED 12"X 18" c°. °eee66°°°° `��' 631 8136152 n e.�e�°pn°e°6epti°ee `0 No "NO PARKING ANYTIME"SIGN °e��e�� a` Owner: PAR.KiNr> a�°°°°°°..°i FINISHED GRADE ANY °°6`h c (RED ON WHITE BACKROUND) °° Handy Pantry Stores Inc e°°�e TIME TYP. PLACED DIRECTLY IN 163 Smithtown Blvd. FRONT OF STRIPPED AREA cR�ssl�q�� 63s1c 36 I t9440 1767 POURED CONCRETE 15"DIA. NO PARKING SIGN z Surveyor: AROUND TUBE NOT TO SCALE Aerial Land Surveying D.P.C. 200 Orville Drive,Unit 495 m Bohemia, NY 1 1716 NOTE: RAMP TO CONFORM WITH NY5 DEPARTMENT OF TRANSPORTATION SPEC.STANDARDS 608-01. 833-787-8393 NOTE: RAMP TO HAVE DETECTBLE WARNING SURFACE AND FLARE EACH SIDE. a: 15 HANDICAP PARKING 51GN / P05T DETAIL I 8 RIGHT—OF—WAY HANDICAP 51DEWALK RAMP DETAIL I 7 C-4.0 C-4.0 Project Info A B F ` PROPOSED 24"SQUARE ISOLATION JOINT BY GREENSTREAK OR APPROVED EQUAL roF05ed Multi-Family EXTERIOR DOOR W/SADDLE 6 x 6 W1.4 x W1.4 WWF TRUNCATED DOME DIMENS10t+ES POURED CONCRETE FLOOR SLAB AS PER —1/2"EXPANSION JOINT 4,000 P51 REIN. POURED CONCRETE DIM. Ir IN.ED SIN) MNS (IN) 15 0 New 5 uffo l k Ave. FOUNDATION PLAN ` SLAB A B A 1.6" 2.4" / 5-0"MIN. ITEM 97A CURB NON MONOLITHIC SAWCUT PAVEMENT 2'MIN. FROM B 0.65" 1.5" Mattituck NY 11952 WITH ITEM 105 SIDEWALK PROPOSED CURB rrp. z�� -F -}- C 50% - 65% OFD DIM. FINISHED FLOOR PITCH @ 114"/FT ---- ASPPALT PAVEMENT D 0.9" 1 1.4" Gil TIE-IN A.O.B.E. _ R= 114" R= I I/2" E DETECTABLE WARNING PATTERN NOTES: PLAN 1. DETECTABLE WARNING FA HA CONTRAST VISUALLY ITH ADJACENT G SUR CES SHALL COW _ _ TOP OF _— _- - EdII I—I I I—III—III—III III—) I 1=1IIIII ROPOSED WALKING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. EB 2 72026 acn °P cn P r °a ° < a° 6" REVEAL PAVEMENTS 0.2" 2. THE SIZE OF THE WARNING FIELD SHALL BE 2'IN DIRECTION OF TRAVEL AND i I i I III—i I I I I I_I I I III—III—III—III—III— ° 4 FULL WIDTH QF RAMP, EXCLUSIVE QF SIDE FLARES. :.��iT HOLE;R p i , #5 REBAR !'; POA.i t) � 3. LOCATE DETECTABLE WARNING FIELD AT BACK EDGE OF CURB. I) I—) I a o- I—III—III—III—III—III—III—III—) I tom_= ;;, ° 1+—=—►1 4. DOMES SHALL BE ALIGNED ON A 5 SQUARE GRID IN THE DIRECTION OF TOP OF FOOTING I I ( _ _ I—I ( I I (— ( (—III—I I (—I I (—I I ( I " oii 1/2"BITUMINOUS ASPHALT TRAVEL. AS PER FOUNDATION PLAN °- EXPANSION STRIP III III—III—III—III I I-1 I I — SECTION E—E Revisions _ Sent for Owner Review 10.2.25 W I I na I—III—III—III—I _ (3)#4 HORIZONTAL 4,000 P51 DETECTABLE WARNING SURFACE (DV�5) Planning Filing Set 10.8.25 i III III III=1 I CONCRETE TRUNCATED DQIVIE DETAILS Added Sanitary Drawings 10,28.25 _ I.6.25 BOTTOM OF FOOTING Updated per Town Co NOTE: EMBEDDED DETECTABLE WARNINGS TO COMFOKM TO NYSDOT ITEM 608.21 mments Planning Resubmission Set 2.27.26 AS PER FOUNDATION PLAN III— I —III 9" —III II EXTEfRIOK CONCRETE LANDING 6 CONCRETE TYPE "A" CURB 5 DETECTABLE WARNING DETAIL 4 C-4.0 C-4.0 CA 4'-0" (TYPICAL) THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 N IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF n w THE N.Y.STATE EDUCATION LAW. z o EX. PAVEMENT TO BE SAWCUT z o MIN. 2'FROM PROPOSED o o COARSE BROOM FINISH CURBING NOTE: CONTRACTOR SHALL SAWCUT APPROX. 2'-0"OF EXISTING PAVING TO ALLOW FOR INSTALLATICDN OF NEW P.C. o Drawing Title POURED CONC. CURB CURB, REPAVE PER T.0.1 SPECIFICATIONS A A 1/4 RADIUS NOTE:SIDEWALKS TO BE PLACED CONFORMING TO THE LOCATION SECTIONS IN EXISTENCE ON CON1TIGUOU5 PROPERTIES SAW-CUT 2'MIN. I/2"BITUMINOUS ASPHALT EXPANSION STRIP ate Details 4"POURED CONIC. WALKWAY (WHERE APPLICABLE)OR Gil TOPSOIL CURB SHALL ALIGN WITH EXISTING CURBS Gil 1 1/2"N`Y5 TYPE 6F WEARING GRADE 10 0 NOT TO SCALE PLAN DENSE B3INDER COURSE`.ON 2"NY5 TYPE 3 2'-0" Gil5'-0"MIN. SIDEWALK VARIES CONIC.WALKWAY CONTRACTION JOINT EVERY 4'0" #5 REBAR 4"POURED CO FULL SAWCUT PROVIDE 112"BITUMINOUS GRA55 SEED i AREA z JM2 No: 2023-0914 (4,000 psi) EXFAN51ON JOINT EVERY 20'-0' SIDEWALK TERMINATION EXPANSION JOINT � 6"NY5 415 RCA BASE COURSE g Gil TOPSOIL o DATE: 9.10.25 NOTE`5: PITCH I/4"/FT ,� DESIGNED BY: BK 00 1. ALL ONCRETE SHALL BE ED W/WOOD FLOATED IN PLACE. NO HONEYCOMB WILL BE ALLOWED. FINISH SHALL BE SMOOTH� � e'. ;,- o�'--=x " SECTION A-A Gil GRANULAR MATERIAL CHECKED BY: JM EWE 2. AILL EDGES TO BE TOOLED ROUNDED. EXISTING PAVING NEW 4"P.C. 51DEWALK SEE SIDEWALK DETAILS ON PAGE C4.0 NOT TO SCALE SCALE: As Noted 3. ALL CONCRETE TO BE 4,000 PSI 28 DAY STRENGTH. "' q GilGRANULAR MATERIAL(BANK SAND AND GRAVEL) PKEMOULDED EXPANSION JOINT SEAL if SIGNATURE: 4. 51'EE 51TE PLAN FOR LOCATION OF CURB FROM PROPERTY LINE. 1/4' CONTRACTION JOINT EVERY 4-O JOINT SEALER \ 1�_IR ED ' 5. 5-TEFL FORMS OR EQUAL SHALL BE USED. EXPANSION JOINTS 112"THICK EVERY 20'-0' SHALL BE USED. 2"NY5 TYPE 6F TOP COURSE g GJ� PROPOSED CONCRETE CURB, IF REQUIRED OR.SHOWN OF SITE PLANS 4"NY5 TYPE 3 DENSE BINDER 6"NY5 45-RCA BASE COURSE * .I 39�5 ypQ CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL DWG No: FROP05ED ON-51TE PAVING AND CONCRETE CURB 3 RIGHT—OF—WAY STREET PAVING AND 51DEWALK DETAIL I 2 CONCRETE 51DEWALK I _ DETAIL C-4.0 C-4.0 C-4.0 ■ 1 i 6, Architect of Record: 2Ou ticri . Hcavv I itv T] 'rnli l)l"fii h - - 4, - Q° o _ . . CONCRETE 8}A 4° X e� Inlhie Catch Bolin RCA BASE Accessories RC i I T E C T U R EDPc � ' 1. Sump unit: 2. End cap: (optional:Silt bucket:22512( 8" 8" JM2 ARCHITECTURE, DPC V 19020215 (200 MM) (200 MM) 2410 NORTH OCEAN AVENUE V 10620290 1 9.06"(230) 006'11,5) _ SUITE 300 19 70"(5001 9 37"(2381 o FARMINGVILLE, NY, 1 1738 MIT T 631.320.3305 SECTION v,9ozo2,6 Applicant: TW 22.00 - 9z1 (234) 32r,8,5, SPECIFICATIONS BW +/ 19.00 0 0 0 0 0 0 61"12951 FILCOTEN PRO-V NW200-LOAD CLA55 D Nickolas Miranda NEW 12"POURED j 183 Smithtown Blvd. Nesconset, NY 11767 CONCRETE RETAINING WALLcc THE GENSURFACE DRAINAGE 5YSTEM SHALL BE FILCOTEN FIBER COMPOSITE NWI00 CHANNEL SYSTEM H N o _ �100� L S S EM WITH CONCRETED EDGE MADE OF GALVANIZED STEEL RAILS AS 63 I-813-6152 RETAINING WALL FOOTING -► MANUFACTURED BY BG GRA5POINTNER, INC AND DISTRIBUTED BY HYDRO BG USA INC.,A WHOLLY OWNED SUBSIDIARY. ' 18.11"(460) 10 43"1265) Owner TW 22.00 MATERIALS III Handy Pantry Stores Inc BW CHANNELS SHALL BE MANUFACTURED FROM FILCOTEN FIBER COMPOSITE WITH CONCRETED EDGE GALVANIZED STEEL RAIL. MINIMUM PROPERTIES OF FILCOTEN FIBER+/ 19.00 t Blvd,I 767 L COMPOSITE WILL BE AS FOLLOWS: Ne5con5et NY COMPRESSIVE STRENGTH: 1 I,700 PSI 63I 361 9440 Weight FLEXURAL STRENGTH: 1,700 PSI Item Nno. Accessories Material LES kg FREE OF RELEASE AGENTS: YES Surveyor: O 10626290 Catch basin 8"with cast iron rails and 8"outlet with seal concrete 105.82 48.0 WATER ABSORPTION SUFFICIENT FOR ADHESION WITH CONCRETE SURFACES: YES Aerial Land Surveying D.P.C. l l O 22512 Sediment bucket for catch basin plastic 1.54 0.7 NON FLAMMABLE: YES 200 Orville Drive, Unit 495 O 19020215 Front/end cap galvanized steel(for channels 0 up to 20-0) galvanized 1.68 0.8 UN RESISTANT: YES Bohemia, NY 1 171 G 0 19021208 8"No Hub bottom outlet galvanized 2.20 1.0 RECYCLABLE 100%: YES 833-787-8393 Q 19020216 8"No Hub end cap outlet galvanized 2.64 1.2 DILUTE ACID AND ALKALI RESISTANT: YES Q 19020295 Step connector plate NW200 pro 0/10-0/20-0 gxlvxnaed oso 0.23 FROST THAW SALT TESTED AS PER EN 1433 WITH A TEST TEMPERATURE UP TO-40°C(-40°F): YES ,I! O - 70154 Pipe connector DN20Q L=295mm plastic 2.40 1.1 MATERIAL FREE OF VOC, BIOCIDES, HEAVY METALS: YES yI 3. Anti-vandal THE SYSTEM SHALL BE 8"(20OMM)NOMINAL INTERNAL WIDTH WITH 10.43"UP TO 14.37"(265MM UP TO 3G5MM),OVERALL WIDTH AND A BUILD-IN SLOPE OF 0.5%AND tacking device 32089: 4. Rebar SulSTEPPED SLOPE SYSTEM. ALL CHANNELS ARE EQUIPPED WITH INTERLOCKING CONNECTION MALE/FEMALE AND SEALANT JOINT. 1768"i95) - THE COMPLETE DRAINAGE SYSTEM SHALL BE BY HYDRO BG USA, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL "r11 3.15"(801 NW 200(8") _ 0.86"122) WARRANTIES PROVIDED BY HYDRO BG USA, INC. TW 22.60 CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS Protect Info BW-+/-19.00 *See detailed spec sheets for the Anti-vandal locking device and the Rebar support SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING 4-POINT BOLTING LOCKING SYSTEM, CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE 1 I SPECIFIED EN 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. NOTES:00 I 19 Version:0412016 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PIr OF05Cd M UItl-Faml(y I 2. DO NOT SCALE DRAWING, 3. THIS DRAWING 15 INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGNPROFESSIONALS FOR PLANNING PURPOSES ONLY.2 150 New 5 UffOI k Ave. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. TW�22.0 0 21 MrAX REGRADING SLOPE ALLOWED 1:3 M a tt i t u c k, NY 1 1952 BW +/ 19.00 JLUTE MATTING FOR SLOPES 1:3 Trench Drain Encasement Detail 6 5 NEW 12"POURED 05 REBAR @ 12" O.C. CONCRETE RETAINING WALLW ON BID RETAINING WALL FOOTING x- FEB 2 7 2026 E_'Vrt,oLo roe., o FILCOTEN INLINE CATCH BA51N(IOG20290) Q t" 12"POURED CONCRETE RETAINING WALL FILCOTEN CHANNEL 4(10620204) FILCOTEN 200 DUCTILE IRON BAR GRATE(17020 104) FILCOTEN CHANNEL 4(I OG20204) o FILCOTEN CHANNEL 3(I 0620203) FILCOTEN CHANNEL 3(I OG20203) q LU •_ ✓ASPHALT PAVEMENT AS SPEC. Revisions LU FILCOTEN CHANNEL 2(10620202) FILCOTEN CHANNEL 2(10620202) Sent for Owner Review 10.2.25 + tLU" AASPHALT BINDER COURSE AS SPEC. Q ;. ° FILCOTEN CHANNEL I (I OG20201) FILCOTEN CHANNEL I (I OG20201) Planning Filing Set 10.8.25 x, EBA5E COURSE AS SPEC. Added Sanitary Drawings 10.28.25 0 z I1/2"BITUMINOUS ASPHALT EXPANSION JOINT Updated per Town Comments I.6.25 I Planning Resubmission Set 2.27.26 IC) - o - 112"X GO"POURED CONCRETE FOOTING O ° 0)#5 HORIZONTAL REBAR °LI w 23'-0° m 3'-0" Trench Drain 5 stem Profile 5 Y THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND 5-0" C_q , I AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y.STATE EDUCATION LAW. I � Section - New Retaining Wall 3 Drawing Title 11211 - 11 1_011 C-`T I ­011 6"REINF. CONCRETE PAD EXTENDING G'-O" Dumpter Enclosure BEYOND ENCLOSURE. Retaining Wall Details I -� METAL OPAQUE PANEL ACCESS GATE WITH SELF- CLOSING DEVICE, G'-O"H. 4"CAST STONE CAP, PIN INTO TOP OF:WALL X T.O.S. 21.15 T.O.S. 21.30 X 0 METAL OPAQUE PANEL PEDESTRIAN JM2 No: 2023-0914 TOP OF WALL(G-4") 8"TOP COURSE W/(2)#5 BARS. ACCE55 GATE WITH SELF-CLOSING 0_) DEVICE 6-YARD - LIMIT OF G"P.C. DUMP5TER PAD(4,000 ps)W/6 x 6 DATE: 9.10.25 TW 22.00 6'-O"HIGH DUMP5TER SCREEN WALLS:SHALL BE 8"SPLIT FACE CONCRETE C) DUMP5TER I C/10 W.W.F. BW"+/ 19.00 I BLOCK. PROVIDE TRUSS TYPE REINFOFCING AT EVERY OTHER COURSE. GROUT o DESIGNED BY: BYE ALL CELLS SOLID. BLOCK COLOR TO MATCH BUILDING.SEE BUILDING ELEVATIONS FOR COLOR. CHECKED BY: JM No. 5 BARS @ 32"O.C. AND MIN. 18"'EMBEDMENT INTO FOUNDATION. 2 C 4 I _ - G'-O"TALL x 8"THICK MASONRY WALL, MATERIAL TO SCALE: As Noted 22 8"POURED CONCRETE PAD(4,000 psi))W/6 x 6 10/10 WWM. T.O.S. 21.40 X COMPLIMENT PROP05ED BUILDING DESIGN. o GRADE(0'-O") X T.O.S. 21.25 SEAL SIGNATURE: X-x i - ,��REo �cy� _`. 12"CONTINUOUS P.C. FOUNDATION W/ALL(4,000 psi) ENO SEE TW 23.00 li,. {`' `�' , TOP OF FOOTING(-2'-6") I I a°I I 15'-0" i �(V � �Il' BW 19.00DOT. OF FOOTING(-3-2") 8"DEEP x I G"WIDE CONTINUOS P.C. FOOTING(4,000 psi) NOTES: ` •� THE GATE SHALL BE INSTALLED WITH A SELF-CLOSING MECHANISM CONTRACTOR SHALL DRILL AND ILP "x EPDXY SET 12"LONG#4 BAR THE GATE SHALL BE MAINTAINED IN A CLOSED POSITION, EXCEPT AT TIMES THE UNIT IS BEING ACCESSED FOR LOADING OR UNLOADING. "9T� 3945 .�0 STEEL DOWELS INTO EXISTING REFUSE FACILITIES SHALL BE MAINTAINED BY THE APPLICANT OR OWNER SO AS NOT TO OFFER ANY NOXIOUS OR OFFENSIVE ODORS AND OR FUMES. F NE`N RETAINING WALL @ 12"O.C. VERTICAL MIN. 6"EMBEDMENT DWG No: INTO EACH 51te Plan - Detail 4 Dumpster Enclosure Section 2 Dumpster Enclosure Plan 1 1 Il = 1 Oi_0�1 C-4. I 114il = II l_Oli C-4. I 1 �411 = 1 l_011 CA 1 I i N OTE5 Architect of Record: 1. NO LIT SURFACE TO EXCEED 5.0 FOOT CANDLES t 2. SITE/PARKING LIGHTING TO BE CONTROLLED WITH TIMERS TO ALLOW OPERATION DURING NIGHT TIME(7PM-7AM)WITH A LIGHT REDUCTION FOR MIDDLE OF THE NIGHT,SENSORS WILL BE USED TO ACTIVATE LIGHTING WHEN DAYLIGHT LEVELS ARE SUB-OPTIMAL. , 3. BALCONY LIGHTING TO BE SWITCH CONTROLLED BY TENANT OF EACH BALCONY. �° " IRCCITECTUREDIPC LIGHT FIXTURE AS SPECIFIED JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1 631.320.3305 LIGHT POLE SHALL BE MAGNIFLOOD SITE LIGHTING SCHEDULE G"X G"STEEL LAMPPOST 20'-0'HIGH MARK EXIST. NEW FIXTURE TYPE MOUNTING HEIGHT COLOR TEMPERATURE BULB TYPE LUMENS WATTAGE Applicant: MAX. o FIXTURE/TOTAL Nickolas Mirando LU L 183 Smithtown Blvd. v EP 5 EX POLE MOUNTED 15 4000K LED 4,500/22,500 90 W "' Ne5con5et,NY 11767 o ESL 10" EX.SOFFIT LIGHT 10, 4000K LED 500/5,000 I 0 W 631-813-6152 N Q P2 4 POLE MOUNTED 15' 3000K LED 3,300/13,200 60 W Owner: N5L - NEW SOFFIT LIGHT - - Handy Pantry Stores Inc 5L 24 BALCONY LIGHTS SEE BALCONY LIGHTING PLANS 3000K LED 500/12,000 20 W 163 Smithtown Blvd. Ne5c0ri NY 11767 '"4 EXISTING SOFFIT LIGHTS TO BE REMOVED TO HAVE 10 EXISTING SOFFIT LIGHTS ON EXISTING BUILDING TOTAL LUMENS 52,700 631-361-9440 (4) I"DIA.X 36"LONG ANCHOR BOLTS. LOCATE AS REQUIRED BY POLE MANUFACTURER MAX.ALLOWED LUMENS 52,750 Surveyor: Aerial Land Surveying D.P.C. I'-6" 200 Orville Drive, Unit 455 Bohemia,NY 1 1716 CURB 833-787-8393 PAVEMENT OR LANDSCAPE AREA z III-i I I • � � a�e I-I I ' � i i CV a - 24"DIA.x 45"DEEP POURED -_ CONCRETE BASE(3000,PSI) 'a CONTRACTOR SHALL U5E SONO- I Project Info TUBE FORM FOR BASE(.;STRIP III I I (- FORM AFTER CONC. HA5 CURED) 2 CONDUIT ENTRY SIZED BY CODE(I"MIN.) 2'-0" DIA. Proposed Multi-Family 150 New Suffolk Ave. LUMINAIRE SCHEDULE Mattituck Lilght Pole Detail 2 SYMBOL QTY LABEL DESCRIPTION LLF , NY 1 1952 C_5,0 4 P2 LDS-SAL-60-DB-T4-I-40-MAS-BS 0.890 Calculation Summary Label Avg Max Min Avg/Min Max/Min FEB 2 7 2026 Overall 0.30 4.6 0.0 N.A. N.A. �ttlll Property Line 0.00 0.0 0.0 N.A. N.A. Site Only 0.92 4.6 0.0 N.A. N.A. - - - Revisions - - 0.0 - 0.0 '0.0 - }0.G 0.0 +0.0- 6.0 '0.0 -- 0.0" ti�0 l" -'0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 - �0.0 +0.0 0.0 0.0 0.0 ' 0.0 Sent for Owner Review 10.2.25 - Plannng Filing Set 10 8 25 - - - - - - - - - - -- - - - - - - - - - - - - - -o o-6 -o -0 - o -d - - - - +o-- - Added Sanitary Drawings 10.28.25 • +I + tr',u 0.� o.0 0 0 -`0.o .0 0:0`0.0 0.0 o D -"o.o.o o.o o.o o.o o.o 0.0 �- 0':-Q- o Z5 --+ d A Updated per Town Comments I.6.25 Planning Resubmission Set 2.27.26 (2)EP MOUNTING HEIGHT 15' 0.0 0.0' 0,1 o� 2 'o.�---0. `, 1 0.1 1 o o I 0'.0 +o.o +o.0 0.0 0.0 +o.o `*0.0 0.0 ' 0.0 0.0 0.0 0 0 +o.o + \ _ n:o1 0.0 0.0 + 0.,�1 O -5___ -0 + . Q-,lS 0.0 0.0 '0. 0` 0 " 0:0'• 0.0 +0,0'� '0.0 0.0, +0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0 2 0 0 0 0 / \ o, . % Q. ,0.3 fl 01 TO.C7 + 0.0 0 0.1 %0�2 0.5 0 7 0.0 + 0.0 0.0 01,0 0.0 0.0 0.0 0.0 0.0i 0.0 0.0 (2)EP MOUNTING HEIGHT 15' _ 0.0 1.0 0.1 0 y 3 0:8 1.4 2 1.0 0.0 0.0 0.'0 0.0 0'. 0.0 0.0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND P2 MOUNTING HEIGHT 15' AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS 0.0 I 0.o 0'.2 '0.51 +1.1 1,9 3.3 + .7 +0.0 0.0 0.0 0.0 0i o o.o o.o IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF ." - j THE N.Y. STATE EDUCATION LAW. + - - - - - -_ -"" -- - 1.2 1 .5 2. "0. 0.0 0.0 0.0 0.0 0.0 0.0 a- 0.0 0 4 0.7 O I, + + ' O I a Drawing Title -- -- -- -- ---- -- - - / 0.0 p/ 2 /0 9 1.3 1.4 +1 .2 I +0.9 ,; 0. 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 REMOVE 7 EXISTING 'I , ''-' / I P2 MOUNTING HEIGHT 15' r SOFFIT LIGHTS(ESL)AND (� + + �j '! ,i Lighting Phot m r�D et CS 0.1 101 3' 11;,,9 2.6 2.0 1.3 1 0.8 ! 0.4 0.0,1 0.0 0.0 0.0 -.D'.0 0.0 0.0 REPLACE WITH 5 NEW I ly '� , FIXTURES I '1 $ 2 I+1.9 1 .3 1' I ) 1 t 0.1 \3 '', 1 ! '� .8 � 0.0 0.0 0.0 .0 {0.0 +0.0 !II b 0. 2.• 4,6- 2. 7_9 +9.0 4 0 0. d. _ + \ I 1 + + t + 1+I.0 0 D 0 0 0 0 0 0 0°.0 0 d, `7- 0 8 1 2 1.3 1 9 1 4� 0 8\ 0.0 +0.0 1 JM2 No: 2023 0914 P2 MOUNTING HEIGHT 15' -" " - - - - i 1II 0.0 0.1� 0.13 0.6 +1.1 +11,9' 2.8 I1' +1.7 0,'�4 +0.5 ,0 1.7 1. _ __1.1- ¢I 6 1 '114 O 1:6 0 2 0.1 0 + I + -y - i I+ / 4-1 ,o o.o o.o DATE: 15 .0 0.0 0.0 0 l �. + DESIGNED BY: BK + + 0.0 0.0 0.2 0,'S 0,,9 1.7 2,.5 1.,5 % 0�i3 '0.3 D.4 0.6 --. 0. ---_�.5 0.- 0.!!5 +01',3 0`. 0 'l' 0.0 0.0 0.0 0.0I 0.0 0.0 / CHECKED BY: JM REMOVE 7 EXISTING 0.0 o.o S, o.1\ '0,.3 \ o i.6 0.9 -r.1 0.7 0.3 0: 0.3 ,o-: --- 0-:5--- -0\4 0.4 0.3 0;2 'b.1 j 0.1 0.0 `..', 0.0 0.0 -0:6 0.0 0.0 SCALE: As Noted SOFFIT LIGHTS(ESL)AND `}. \ REPLACE WITH 5 NEW SEAL SIGNATURE: p FIXTURES 0.0 0.0 0.1 0'F 2 0',.4 0.6 0 5 0.4 0.3 0.4 i 0.6 0:9 1.1 0.9 0. 0.4 `0.3 0.1 0.1 0.0 0.0 0.0 :0.0 1 0.0 0.0 -------"- - --- -- +� 0.0 0.0 0.1 0.1 0.2 0.4 0 4 3 3 #'0�4 0.7 1.3 n .9, 1 ', +0.6 0 14 01' 3 d.} 0.1 0.0 0.0 0.0 0:0 0.0 0.0 -- -- - - - "- -- - - ---- ----- --------' i, � �" ---=- ' P2 MOUNTING HEIGHT 15' �I / i ( �. J EP MOUNTING HEIGHT 15' 0 - �•` / 0: o.4 0.2 +b'.1 0:o o.0 0.o o.o c:o o.o o.o 0 0 0 0.0 0.1 0.2 0 2 0-? 2` 3 .0.4' 0:7, -2 3.8.� 1.9 ; - -9� 0-�39�5 pQ' + '0 `w - ch - 0.0 �0.0 D:o , 0.0 0.1 0.1 0.l 0' 0.0 o.0 0.0 0.0 o.i o.o 0.0 ,...,.0.0 `0.0 0.0` n.'o o.o o.o o.o o.o 0:`0 0.0 0.o F NEB DWG No: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0* 0.0 0.0 0.0 0.0 0.0 11910 0.0 0.0 0.0 0.0 Site Lighting Plan - Photometrlc5 -0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 II I I1 C-5.0 boo 1 = 20-0 i Architect of Record: + MI RICI-H I T E C T U R En JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 ® ® ® FARMINGVILLE, NY, 1 1738 T I G31.32O.3305 FI G31.320.33O7 I' DROP SOFFIT(TYP. OF ALL Applicant: BALCONIES) Nickolas Mirando (3)SOFFIT LIGHTS PER BALCONY(1)SOFFIT LIGHTS PER BALCONY 2 I'ABOVE FIRST FLOOR(EL 22.5) 183 183 Smithtown set,mithton Blvd. NY w 117G7 2 I'ABOVE FIRST FLOOR(EL 22.5) G3 I-813-G 152 (TYP. OF ALL SECOND FLOOR BALCONIES) Architect of Record: JM2 Architecture, PC 2410 North Ocean Ave.Suite 300 Farmingville, NY 11735 G31-320-3305 Structural Engineer: ® ® MEP Engineer: Surveyor: a _, Aerial Land Surveying D.P.C, FEB 2 7 2026 200 Orvil'e Drive, Unit 495 t Bohemia, NY 1 1716 C ^tr,yoi D rOtrt,N PIJ.f;�Jrt 0 E0.' :D 833-787-8393 Project Name Proposed Multl-Family Project Address 150 New Suffolk Ave. IV Mattituck, NY 11952 Second Floor 2 Protect Type Commercial Rev151on5 ® Sent for Owner Review 10.2.25 GRADE EL. 21.5 ® ® ® GRADE EL. 21.5 Planning Filing Set 10.8.25 Added Sanitary Drawings 10.28.25 Updated per Town Comments I.G.25 1' DROP SOFFIT(TYP.OF ALL Planning Resubmission Set 2.27.2G BALCONIES) (1)SOFFIT LIGHTS PER BALCONY 9'ABOVE FIRST FLOOR(EL 22.5) (TYP.OF ALL FIRST FLOOR BALCONIES) FF EL 22.5 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title balconyLi�htin� Plan 0 SCTM# 1 14- 12- BUILDING No: SCDHS No.: JM2 No: 2023-0914 PLANNING No: DATE: 10/02/25 0 0 GRADE EL, 22.0 GRADE EL. 21.75 SEAL SIGNATURE: DESIGNED BY: Author ® — 0 CHECKED BY: Checker G' 3" G'-3" 4' 0" - 4'-0" _ G' 3" G' 3" SCALE: I/8"= I'-0" ® (4)SOFFIT LIGHTS FOR ROOF OVER DWG No: 110 o o 10'ABOVE FIRST FLOOR(EL 22.5) v v I FIr5t Floor 1 /Q1i = 1 1-011 I I Architect of Record: ::Lumecon .�� Lumecon •- .,Lumecon �- Lumecon �•,, LMTD—HS 0 LMTD—HS ' LMTD—HS .6 LMTD—HS .� .. MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight f Catalog Number. Fixture Ordering Information Decorative Bases Ordering Information Photometric Datay _- -- - - ___ -- --- . -�------ -,----- - . ----- LMTD-HS Options/Ordering Example:LMTD-HS-H1020240-40 -T3-FG-1.40 Over 58 Base options available.The most popular listed below.To view all options,download @;,cu q- (y.loud s /,/ RC ITECTU R EDPC 11 1— Project: ..eras..»,«mr +yea*-ran." !,i;Z7',-U7 >waw�+na,pno. "^� "fivT€«""%w+rl`°„_. .,n {r , Iy >�r,. a:e a} f f e '-'?, _ 9 8 7 8 8 4 a 2 1 0 1 2 3 4 8 8 7 8 9 9 9 7 8 8 a 9 2 1 0 1 2 9 4 8 8 7 8 9 -s. 4 4.___.__________ 4_—.. _--- 4 - e l __ , _.__-___ ___-___�.-..�,__,______.__._-,______ ,. k .-. _ LMTD-HS H10202 20-20 Watts See Options on Pg 8 T2-Type II FG-Flat Glass 1-120-277V 22-2200K 1 - 9 - ! - H10502 30-30Watts T3-Type lit TO, Drop 2-347480V 27-2700K s - + 1--I `I- 1 --- - i -I { e - I JM2 ARCHITECTURE, DPC Comments: 8 8 . + (IIJ why 40-40Watts T4-TypelV 30-3000K 3' 3' 3.- " 3________ 4 . - - I i , � , � I 4 r 1 ; 2410 NORTH OCEAN AVENUE Prepared By: Date: a 5 .r:.", Type 21 __ — _� 2 - f.J„, i-I T I r ` SUITE 300 4 50-50 Watts TS-T V 40-4000K Technical Specifications so-sowans so-S000K 2' 2' _ 2/Z�,*, 2, a s _i i I FARMINGVILLE, NY, 11738 70-70 Watts "' + o r : . . I IL_ , �:- INPUT VOLTAGE:120-277V or 347-080V. -i i T G3 1.320.3305 shown vntn. 80-80 Watts 1' 1' 1 __ i ':I'" 1 - -=---,(f ''-�: l/ I i I 1 f I` , f H10502 Style HOUSING:Dle-cast aluminum housing with 60%gloss polyester powder coat finishes for N �` z -4 1 - I i z _.1 111 4�- - J _I DBZ Dark Bronze Finish maximum durability The base aluminum material is prepared using an environmentally 90-90 Watts ^:; .i V s . I _,. I , , . . i 1 3 1 '__ +.. _ _I f_ FG-net Glass Lens <.„. 1A 27-00179 Smgie Bent Bracket Am, friendly non-chrome 2-step surface cleaning and passivaUon process.The process results 100-100 Watts 0 D 0__ I I 0 4 _ I 4 � - - _ - I-I ' {, -i 1_ in a more durable conversion layer than traditional chromate conversion coatings and �:`:V` —� _ -_ .- J_ _ __ 5 »--y 1 I i g y- - ! allows maximum adhesion of the powder coating to the aluminum substrate. 110-110 Watts s ' I r - i 6 -_; 1 I-i ' 1 Description __ MOUNTING:Mounting a m designed for atop-down hang Chec out our full hsMg of Base Diameter 13' Base Demeter 17" Base Demeter 1T Base Diameter 1tl125" a - 1 r i '--'� V l j 8 4 j ! I II, i Qecori ep arm,,ha�,,and prl Options&Accessories T. Butt Diameters 4'-5'-6"Butt Oiameters 4-5-8 Butt Diameters 4'But Diametlers . . , ._ ._ I , . t I Lumecon LED's Midtown Teardrop,complete with a side-mount hang-straight feature,is a e ! 1 I -; robust,classically designed decorative teardrop fixture.The LMTD combines a traditional, EFFECTIVE PROJECTED AREA(EPA):1.0 PC7-120-277V Twist Luck Photocell(10-year warranty) LMTD-20-T2 e elegant form factor with a best-in-Gass,100,000-hour LED lummalre lifetime rating.The PC2-347-480V Twist Lock Photocell(10-year warranty) g g { ) LMTD-20-T3 Distance in units of mounting height 10 ft Applicant: LMTD is purpose-built,boasting exceptional efficacy custom optics control,unmatched COLOR TEMPERATURE:2200K,2700K,3000K,4000K,and 5000K available. Distance in Units Of mounting height(10 ft) uniformity,and light spread The LMTD can also adapt to any control system,or mesh DIM4-105-305 VAC,50/60 Hz with ten position field adjustable selector switch LED LIFETIME All LED's are retail for a minimum of 100,000 hours of continuous operation network integration.Perfect for DOT,Street with l and Downtown Decorative lighting, C Oias M rand0 the LMTD combines USA-Made technology with brig-term payback.Applications Include at ambient temperatures from-40°F/40°C to 115°F/48"C DIM4-NV-High Voltage 312-530 VAC,50/60 Hz with ten position field adjustable selector switch parking lots,roadways,pathways,and general area lighting COLOR RENDERING INDEX(CRf):Minimum of 80 or higher CRI 90+available upon DIM4-CD-Constant all-night Dimming Pole Ordering_Information 183 Smithtown Blvd. request.CRI 90+not ava,lahte in 2200K, DIM4-CD-HV-Constant all-night Dimming,3IS-530 VAC 50/6OHz Pole Ordering Example:H-RTA30D864-01 B D P G a e 7 e s 4 s 2 1 o t z s 4 s s l e e e e l e s 4 a z 1 0 1 x s 4 5 e l e e Nesconset,NY 117G7 DIMMING:0-10V standard dimming capability DIM4-CUL-120 VAC.50160 Hz,cUL-certified version with gray cover Rounded Tapered Aluminum,30'Mounting Height, 1DffifW am sw BX9e __ _ -F - , '9 Y 9 Pre acrylic P P Lighting p Y Paging p H �Gn puala gnE 9 •.; -r-I I : ,, r ; , - 9 , ' , -, G31-813-G 152 ___ - "---"-" maximize the distribution and uniformity of tight while minimizing cost Our arrays distribute 4-Bolt Base,Satin Aluminum Finish _ _ -a+ri�,:1x• - e: ,e`^. ',•i,•r^+^ms��^~�" e Y g p DIMS-XX-Factory set dimming schedule(10 position selector switch not available) 7 -t-t-- --t- - - " --- z --:--- •-' •----r-1 - ul�uwuuuu w 1-"" " light at least 21%further and wrth 29%more uniforms than leading coin etitors.Lumecon 9wr tau lop 1 ( r _ 1 ", !'A b= custom lenses create a uniform,well-tit environment that mitigates illuminance"hot spots" IS4MaY iN u*SS drutFA s F s Owner: n p)+. ti / ):?�i I i;.,$s^ -ma., and use less wattage than typical LED area lights. A ( E 5 h - 1 8 - I-1 - .I li .0 H1O202 221/8" 36" 2113116, 501bs 4 t ._� t _�- , { I _ 4 1 Hand PantryJtOreS Inc SURGE PROTECTION:Thermal) protected 2OkA/4OkV vanstor a surge suppressor Base and Pole Ordering Information 3 + I 4- I I 3 , Y P lYP rg PP '.e•tr'�ee,*,mi .xwunlr- q: .,p,,y,.n _ :n - I I Y H10502 22 1/8" 36" 21 13/16" 501bs Is included and meets ANSI C136.2-2015:Extreme Level-Also meets IEC61643-11 Class _ :'L, - •a,T §�,+c °',�; 1, z , , I .I , {I !f'.'•, I , ' 2 f �, , ',� q C II/EN61643-11 Type 2,and US Dept of Energy MSSLC Model Spec for surge protection. �- - ..r,J, -`'"'x^n `�'^• - -• ;-4, :1..-^,ii? x --- -* °a' t _ \' I- i t -. `i + 183✓mitt 1tOWn BIVd. The device is wired in series with the lummaire input power in order to interrupt power to - '" '" x- •'-/" .:7•s'L^j( '-' RSA-Round Strad ht Aluminum 1-10" 5-5" 7-7" Ot- Sohn Aluminum RTA and RSA I I f�'' _ I__ } ) ,_ the luminwre when consumed,protecting the LED power supply and circuit boards from X-None X-None X-None H-RTA-Round Tapered Aluminum 2-12' 6-6" 8.8" 02-Satin Aluminum(SSA) o 1 i r ) ' ° 1 _ _ C 1 767 additional electrical surges. 1- �'J _ 1 I - H-Aden-13 H-RSA-Round Straight Aluminum 27-00179 H-RFA-Round Fluted Aluminum 3 I_ _ __ �1 _ 2 � 1 l _ _ LUMECON ETD^'SYSTEM:The enhanced thermal dissipation system engines are +-' G3 13G 19440 4-4" J-6.625 9-9" BA-Black Powder Coat 1 I ' i- _-' _ BH--White Powder Coat _I -—.- -_i -_.I I___- 3 - - _ . I :, p y g H-Aden-17 H-RTA-Round Tapered Aluminum 27-00180 m.�+. •ea.ar-s+ BM -Dark Bronze Powder Coat Imo'fi _ _ the bonded to provide maximum thermal dissipation to the exterior of the fixture to a ; f,. .... r - `""' ,, - 4 ,- + i�.I. --t�, 4 i 11 esconse , ,au ensure long Ida To protect the fight engine panel from moisture and corrosion,the LED ;={ _>y,"'m"„"''-'-- ,_ ,.�"{--!;,;,{,je.,.,'L'ici ;< • ,. ;,-.,,; BV--Dark Green Powder Coat i - ;i'' I � s l ; '! r ; 3i3' Hat meets -York-17 H-RFA-Round Fluted Aluminum 27-00169 - s I 22 118' light MIL and ASTMedielectric stands da,UL,and IPCh a UV 'Istandardsll for flammability,memability,r resin hm moisture H-Homewood 27-00181 10-10" 16-16" 25-25' 8-4°5" GC -Gray_Specify Powder sh oat s i i ( _„i- --i_ - - l - 7 7 _`--- ,-____--_�-j- --'-.-!-' i S u rw"e Cyo r. �^resistance and thermal shock. 12-12" 18-18" 30-30" C-6" +..-.._1._i_._J._J_.-I- t L,.1 , --, 9 -•--` '� -._.--. t-i 1 � Aerial Land Surveying D.P.C. 7 I H-6109678' ,r'-z Vie- e I I i.'- 1 1 i I - - CERTIFICATION DATA:ETL Listed to UL 1598,UL 8750 and CSA 22.2 No 250 'Full A i compliance and test documentation is available for TM-21,LM-79,LM-80,ETL Listing to LMTD-20-T5 200 Orville Drive,Unit 495 UL1598 and UL 8750 IP66 Rating Pending, For additional Options For additional Options For additional Options LMTD-20-T4 Distance in units of mounting height(10 ft) dick here: click here: click here: 112•sM.M ANm ft.coin , Distance in units of mounting height(10 ft) Bohemia,NY 1 7 I G 21 13118' rl so'0.0)A.,6a6J-r6 ';aA.,_.:o.'_.'1 _. ....»»,..,,._, .,3-Bolt Base u.°:...- DESIGNLIGHTSCONSORTUM1p(DLC)QUALIFIED PRODUCT.Unless noted,not all Qecorat---- -e 'i__ Pole Option$ HSArm Qptions' 8-0.125" F-0.250" .. w3-3-Bolt Anchor Base H10202 H10202 versions of this product may be DLC"qualified For a complete list of Lumecon DLC" C-0.156" G-0.312" 4-4-Bolt Anchor Base 833-787-8393 wlflat glass w/leardrop Qualified Products visit:www designlights,org. LJ S"NT T. s.e�'�ra�'a' D-0.188" H-0.375" V-Bee Hive Base MANUFACTURING ORIGIN:US Manufactured and Assembled Hang Straight Arm Options I' E-0.219°' H-Hinged Anchor Base J"sari 40 cocoa ape I— E-Direct Buried(Embed) BUYAMERICAN ACT,The product Is assembled in the USA and meets the B,1yAmedca(n) (J 112'D.D.)Ana,606J-76 F-Breakaway Transformer Base 't, government procurement requirements under FAR,DFARS,and DOT regulations. H-B109878' BABA COMPLIANT.Meets Build America,Buy America Act Included in the Infrastructure Investment and Johs Act,Public Law Number 117-58,Title IX,Subtitle A,Part I-Buy „ rc;", 22 1/8' 36' Th America Sourcin Re For additional Options,download Pole Guide Here TD ei•• Lu m e C o n LWS - M F C g Requirements,Sections 70911-70917 stating Manufactured in the U S The cost of components mined,produced,product components in the U S Is greater than 55 percent of the total cost of all manufactured product components LED Wall Pack WARRANTY:10 Year L70 performance based warranty For full warranty terms,please *Z4 IN +====1; �_���� . - WORKMEN SERIES visa our websde www lumecon corn 27-00179 27-00180 27-00169 27-00181 --- Single Bent Double Bent Single She ight Double Straight �*�, Bracket Arm Bracket Arm Bracket Arm Bracket Arm 21 13/t6"-- .)O aL��;;"�4 48 88 H:33 7/8" H:33 7/8' H:1712" H:171@" �- - I ;) � `- ® '�_1 W. W 93 V8"R W 55" W.93 ua'R Catalog Number: w/flat lass wreardro n Pnone z4ean so09 -% _Y P_.1 H10502 H10502 Intl 1P6B EPA:1.30 EPA'2oD EPA.120 EPA--180 ' j g p R,irwOPr, NO :. -, �- - - - ..._- --- -- --- ---- Project Info Emil s�ei ,ergo-g¢m webwie am.4 sxessm Pieria zee-set-5p09 For additional Options,download HS Arm Options Here' am.a sa'cszri'luee.n=W.b.ne�+,1n!.umscenra^,Phena z4s<77-5009 Emati saie_a3Jweasmtv_r',Webe :,uwlilmese_pem f i", Project: r hi m 2025 Lumecon LLC All R his Reserved y tit ci 2025 Lumecon I.I.C.AI,R,1,Reserved Copy ig t CM+Ydg 0 q CopYd9ht W 2025 Lumecon LLc.All R,gMs Reaervad � "*' - ' Pole SpeM,<abons arid photometric data are wblecl b change of airy dine wXhoN r,oi,ce Note apec,ficabom and photomeWc tlafa are wbiecl b G,aepe i airy ionic wahoul rwbtt "' '�-.a"r --"'-"------'----'-'--'—'....._____-----'--"--'-- P,aaaaaee•e,.�wwme.anpammrp«,«,rapaGrKe_e,ddpa�,menwnon „,„II�,,,r,,,.,r�,-:,.-- *PC and DIM options must be pole-mounted by theconfractorwhenselectingarmsmarkedwifhanastedskO. .:.e.l,nn,+s,_,, _ Pieaaaaeaww*uane�,eamr«wnenrapacreUlm+,aandtloc,a.,enlahon Na,espedra„ones,wphatamelnadataareaeblealtacn.ng.aanrhma•„lnoutnan� +:;.>„' ` -:0:5 Pkaaeseew,w,lumeean.wmrorcumnt"..fficemn.aodddwmm l- •-u'rC1 � Comments: '_: -_ ---. ..- - - --I_..__ -- -- __ . --_ -- - `4` °' Prepared By: ; Date: �yy Description Technical Speciffcations Proposed Multi Family _ C The LWS-MFC medium full out-off wall pack delivers the illumination performance to replace Input Voltage:120-277V and 347-480V sie'•,1�•� at -,a'e LMTD—HS ae 11. LMTD-HV up to a 250W HID fixture one-for-one The sleek size of the LWS-MFC makes this an energy -e°:Lu m e e o n �•� • Lu m e e o n ,lie.,, :Lu m e e o in saving solution for outdoor building facades,general security.storage areas,and entry door Housing:Die test aluminum housing with full cutoff and textured architectural bronze LMTD—HS ., • LED Midtown Teardrop Hang Straight . • applications, cpowder photofinish over ta chromate conversion coahng 1!2'win plugs wMO-nngafor 150 New 5uffol k Ave. ' ' MIDTOWN PENDANT SERIES �''' MIDTOWN PENDANT SERIES ''''' MIDTOWN PENDANT SER2IES LED Midtown Teardrop Hang Straight conduit8 photocell installation. LED Midtown Teardrop Hang Straight Dimensions&Weights Lens:Tempered Clear Glass Lens with an impact-resistant Polycarbmnate option for Photometric Data Paint Finish Options vandal resistance in high abuse lighting environments .,a.�.aa.ar --- ,, ,sae { .u,a',, 9 •^"n+ema+a.x4" n'"�• 4.,;�y,FtP taxr.sa*r{;;,zv§' I 3._.*ii':I�1`-,1'+.:��.�...».. -.-..._,..___ __ ..._..w,. .�.».�- -_ .-._.». I '..T.»- 9",l` ° 9 s 3 (I1\ /,i' ,._. _. ...,., _ r. .., template for mounting directly over a 4 recessed outlet box,or use t t t N Y 119 5 2 °s.-' E ,I 14 r - 12"surtace conduit. lVV/1,' 5,11 .. t, ,..:i• ,,i..(,Y :-1.• - i ;,' �+.xi),rae I. -,"yet -: Standard >t•., G: I J. - i Mounting: ocat-in tam la get d ctl o ._._._...� ._.� ( ')'' 4 4 s z 1 0 1 2 a 4 4 4 s z 1 o t 2 s 4 LWS-MFC I 10.43" I 1L22" 4.67" I 10 Ibs .I Effective Projected Area(EPA):0.4 ftr a I ' 2 20 TD 2613 11011 231 2647 11011 132 2953 1 0111 118 2953 1 0 1 148 LMTD-HS(SM)-20 Tear Drop Lens 3 20 TD 2674 11011 134 2709 11011 135 3022 110111 151 3022 1 0 1 151 s s ,g aj # F1111"'] . _ _ Color Temperature:2200K,2700K,300gK,4000K,and 5000K 4 20 TD 2617 10 1 131 2651 1Oil 133 2957 101 148 2957 10 1 148 1 iI'- 1' IiLED Lifetime;All LEDs are rated for a minimum of100,000 hours of continuous operation 5 20 TD 2649 2 0 1 132 2683 2 0 1 134 2993 2 0 1 150 2993 2 0 1 150 'i, ; iii .IA ,? t I at ambient outdoor temperatures from 40°FI40"C to 115"F/46'C, 2 20 FG 2470 1 Oil 124 2503 1 0 1 325 2792 1 0 1 140 2792 i 0 1 140 2 .,- 2 t i - 11 _ f 7 11 z2' _ 9 (CRI): g a P •+�a+a..-...--.-T--,�,,..,.-e,,,, ,,�,,, ,p �11 = _ - .),j _ Color Rendering Index CRI:Minimum of8Oor higher CRI 90+ vailableu on request . ,, 3 20 FG 2546 1 0 i 127 2579 1 0 1 129 2877 1 0 1 144 2877 1 0 i 144 - '. Black- -~ _--- � ��%- - �*f -� -- LMTD-HS SM-20 Flat Glass Lens 1 1 - EON Forest Green WHT White LSR Landscape Brown BRN Brown OBZ Dark Bronze ARB Architectural Bronze SRF Shadox Rust ----- CRI 90 not evadable m 2200K. r`�r c_' -r-- (1 ' •:n D ( ) 4 20 FG 2431 1 Oil 122 2463 1 0 1 123 2747 i 0 1 137 2747 1 0 1 137 -'---� - T I ~' + :l-IVL� I_I �`LTA 5 20 FG 2435 2 Oil 122 2467 2 0 1 123 2752 2 0 1 138 2752 2 0 1 138 D __ -- /r o I f t -____ -_ _, a 87 + Dimming:0-tOV standard dimming capability i+ 2 30 TD 3884 1 Oil 129 3932 1 0 1 131 4358 1 0 1 145 4358 1 0 1 145 / - - '1 1 , H 7049' Surge Suppression 6kV 1 FEB0�6 i 3 30 TD 3901 1 0 1 130 3949 1 0 1 132 4377 1 0 1 146 4377 1 0 3 146 - �L- t I Premium LMTD-HS(SM)•30 Tear Drop lens 1 �.__-_ __.- _ 1 i ;i Lumecon ETD^' System:The enhanced thermal dissipation system engines are , 4 30 TD 3885 1 0 1 130 3933 1 0 1 131 4359 1 0 1 145 4359 1 0 1 145 ... ,-_ -_-^ - ,_�_ - ^_- ' a "1ca�, ate•--rw thermally bonded to provide maximum thermal dissipation to the exterior of the fixture to `o d 5 30 TO 3894 210 1 130 3941 2 0 1 131 4369 2 0 1 146 4369 2 0 1 146 2 z '"""1 t 4 yrrt^*-^w-•p.;•:ryry I` M _ -n _-_ ensure long life To protect the light engine panel from moisture and corrosion,the LED , :i i IJ I ii JL D TO! °"! 2 30 FG 3845 101 128 3892 101 130 4314 101 144 4314 101 144 _ Jai ' t ( "^I W uU U OCI light engine panels uniformly coated with a UV stabilized acrylic polymer resinthatmeets k Fit Y7 ^ i-a 7F F,,� . 3 30 FG 3866 1 0 1 129 3913 1 0 1 130 4337 I 0 1 145 4337 1 0 1 145 s £ _ '� MIL and ASTM dielecMc standards,UL,and IPC standards for flammability,moisture "'^^'••"-•"R�^-*•�^� �s _.--. � ,,.,,,,,,„I. LMTD-HS(SM)-30 Flat Glass lens 4 30 FG 3835 101 128 3881 101 129 4302 SO1 143 4302 101 143 a s r; ) -: 3k I resistance and thermal shock 5 30 FG 3836 2 0 1 128 3882 2 0 1 129 4303 2 0 1 143 4303 2 0 1 143 `. „. r p(. w•„r .„1 ,�.+_, ,,,.., _, -,'t p,, 900 4 . ,._„K,ac,„" a - ,., Certification Data:ETL Listed to UL 1598,UL 8750 and CSA 22 2 No.250 *Full 2 40 TO, 5139 1 0 1 128 5202 1 0 1 130 5771 1 0 1 144 5771 1 0 1 144 LMTD-110-T2 LMTD-110-T3 3 40 TO, 5161 1 0 1 129 5225 1 0 1 132 5796 3 0 1 145 5796 1 0 1 145 Distance in units of mounting height(251t) Distance In units of mounting height(25 fit) ABSAntique Brass ACPAntique Copper VGN Verde ASI Antique Silver WBZ weathered Bronze RBZ Rustic Bronze 'i, compliance add test documentation rs available for TM-21,LM-79,LM-80,ETL Listing LMTD-HS(SM)-40 Tear Drop Lens 4 40 TO, 5140 1 0 1 129 5204 1 0 1 130 5772 1 0 1 144 5772 1 0 1 144 1 to UL1598 and UL 8750. 5 40 TO 5140 2 0 1 129 5204 210 1 130 5785 2 0 1 144 5785 2 0 S 145 7�11` E_,`,__.111r,11_,J1 u";j`"'''"' r"yF- �Ii`"11�1�,,""`. /"''""""",."`rb°,"'xField adjustable up to go- DesignLights Consortiuni(DLC)Qualified Product:Unless noted,not all versions R of thisproduct may be DLC"qualified For a complete list of Lumeconi DLC"Qualified RCV1510n5 2 40 FG 5087 1 0 1 127 5150 1 0 1 129 5712 1 0 1 143 5712 1 0 1 143 J GI:, f" ' Products visit.www designhghts org.3 40 FG 5114 1 0 1 128 5177 1 0 1 129 5743 1 0 1 144 5743 1 0 1 144 Ct p "i s � Manufacturing Origin:US Manufactured and Assembled Sent IOr Owner Review IO.2.25 LMT0.H5(SM)40 Flat Glass lens 4 t +4 40 FG 5073 10 1 127 5135 1 0 1 128 5696 1 0 1 142 5696 1 0 1 142 4 3 2 1 0 1 z s 4 4 a a 1 0 1 2 s 4 ,,? -v 1:s ��„�,,,,,u; go American Act:The product t assembled m the USA and meets the Bu American Planning Filing Set 10.8.25 5 40 FG SIY74 2 0 1 127 5137 2 01 128 5697 201 142 5697 2 0 1 142 4 • s«,w,rmririeE' ^ government procurement requirements under FAR,DFARS,and DOT regulations.y () 2 50 TD 6374 1 0 1 127 6453 1 0111 129 7163 1 0 1 143 7163 110111 143 ARD Antique Red VCP Verde Copper VrC7 vintage Copper GRAGmnae IRN Ironstone VBZ Veme Brome 3 50 TO, 6402 1 0 1 128 6481 1 0111 130 7195 SOS 144 7195 110111 144 3 s Warranty:lO Year L70 performance based warranty For full warranty terms,please visit Added sanitary Drawing5 10.28.25 LMTD-HS(SM)-SOTear Drop Lens _ ourwebsre'wwwlumemccom 4 50 TD 6376 1 Oil 128 6455 3 0 1 229 7165 1 0 1 143 7165 1 0 1 143 -._ - 5 so TD 6390 2 0 1 128 6469 2 0 1 129 7181 2 0 1 144 7181 2 0 1 144 2 " z /;' r= -- - Updated per Town Comments I.G.25 2 s0 FG 6309 1 Oil 126 6387 1 0 1 128 7090 1 0 1 142 7090 1 0 1 142 LMTD-HS(SM)-50 tens 3 50 FG 6343 1 0 1 127 6422 1 0 1 128 7129 1 0 1 143 7129 1 0 1 143 1 �''� 1 I (J 'i Planning Re5Ubml55lon Set 2.27.2G 4 so FG 6291 1 0 I 126 6369 1 0 1 127 7070 1 0 1 141 7070 1 0 1 141 / J =-. _ i s 5o FG 6293 2 0 1 126 6371 2 0 1 127 7072 2 0 1 141 7072 2 0 1 141 0 I.Q `' 'f ' o I I i 2 60 TD 7588 1 0 1 126 7683 1 0 1 128 8536 110111 142 8536 1 0 1 142 ( ' LMTD-HS(SM)-60 Lens 3 60 TO, 7622 1 0 1 127 7717 1 O 1 129 8574 1 0 1 143 8574 1 0 1 143 1 I 1/, / / I '':i ,k\� 4 60 TO, 7591 1 0 1 127 7685 1 0111 128 8538 1 0 1 142 8538 1 0 1 142 `� . 5 60 TD 7608 2 0 1 127 7703 2 0 1 128 8558 22 1 143 8558 2 0 1 143 x - 4 _-___ - 2 _:-... 2 60 FG 7511 1 0 1 125 7604 1 0 1 127 8448 1 0 1 141 8448 1 0 1 141 3 -- s LMTD-HS(SM)-60 Flat Glass Lens 3 60 FG 7552 1 0 1 126 7146 3 0 1 127 8494 1 0 1 142 8494 1 0 1 142 4 60 FG 7489 1 0 1 125 7583 S O 1 126 8424 3 0 1 140 8424 1 0 1 140 4 4 Email" . 5 60 FG 7491 2 0 1 125 7585 2 0 1 126 8426 2 0 1 140 8426 2 0 1 140 LMTD-110-T4 sa€sP¢.'umecon tom website:wvr.•I1lmecon 2 Phone 24a-a77-So09 r»Ρ� I, LMTD-110-T5 Capynght02023LumeconLLCAllRight.Reservad. ,O 'tl �Ela',; tt,Y:� `^': ••"1'• Schedule; Distance in units of mounting height(25 ft) Distance in units of mounting height(25 ft) Noce Specifications and photometric data are subject to change at any time without notice `fir Emao-�,e:,r;,imrsi m Webaea wrvw.mme om Phone 246477-5009 please sea v.^rim I,imerne tom for current specifications and documentation. '.w Uri°-^b 0,n,,.. lotertek taw Co,­,BB,BB m 2025 Lumecon LLC.AN Right,Reserved Note Speaficato aMphotometric data arc wbiect to change atany brae wdlput entim Pkaw Bee,sww Wniecon ram rut mien.speoificabo o and dooumsnfebon .,r e=i l.f,+,r-ii_t,:::.._• THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 e�p IN A VIOLATION Ol"SECTION 7209 SUB-DIVISION 2 OF 1' B.;, '; 'eo'�•' Lumecon LWS — MFC THE N.Y.STATE EDUCATION LAW. 'h'°'Lumecon LMTD—HS ®� ,��"* WORKMEN SERIES LED Wall Pack ' MIDTOWN PENDANT SERIES LED Midtown TeardropHan Straight 9 9 Ordering Information LWS-MFC-Options/Ordering Example:LWS-MFC-25-DB-140 Drawing Title _1 _..). » ` ,vf -... „s,.'r.-,. a,1 _ s,. 1 y i ,.... -.,,1...,,_.._......,'' ,.. I ._�'"- ,,Bi,�y,,_ f- - ::, -',.,L „2N,1; ` fit, `' ;..:'•i. . ,, +,:, 4;•.:y L,. 'a,e., .,in ''� ::At ...,.-. ., - i _ _ _ _ Emil eirg12!umssgn-ccm wabed.r•o+,.Li=Ma __Pnane 24"77.5ooa Emil sa'eatipmxc.n gg,a wabi ae<1 nu,r xo`Phpna 24e4777aooe 10-10 Watts DB-Dark Bronze 1-120-277V 22-2200K .� �»_.. 2 70 TD 8783 10 1 125 8894 101 �127 9889 1 01 141- 9889 101 141 Copyrightd,2o25 Lumecon LLC Ali Ram Reserved Cwp hit X 2025 Lumecon LLC Act rbghis Reserved Nina spac1rs ,,and piwmm tin data,,sub,ecl m change at am emri with«rwbce Nme SiB,c h na and ph.lanmhc data a,e wblaa to mange i any a bme wan.m notice - 25-25 Watts CC-Custom Color 2-347-480V 27-2700K 3 70 TO 8822 1 0111 126 8933 1 0 1 128 9933 1 0 1 142 9933 1 0 1 142 Please see w ,lumerori eamfor current speci5catwns a„e dppumemto, +•-L'''i""''�U Piea..ueww.•mmec"owmf«wre I.Wlficabohsanddomnanta.bon LMTD-HS(SM}70 Tear Drop Lens 40-40 Watts 30-3000K Light FIXtUre5 4 70 TD 8786 3 0111 126 8896 1 0 1 127 9892 1 0 1 141 9892 3 0 1 141 5 70 TD 8806 2 0111 126 8917 2 0 1 127 9914 2 0 1 142 9914 2 0 1 142 60-60 Watts 40-4000K 2 70 FG 8692 1 0111 124 8802 1 0 1 126 9786 1 0 1 140 9786 1 0.1. 140 50-5000K LMTD-HS(SM)-70 Flat Glass Lens 3 70 FG 8740 1 Oil 225 8850 10 1 126 9840 1 0111 141 9840 110111 141 4 70 FG 8667 1 oil 124 8776 1 0 1 125 9758 1 0111 139 9758 1 0 1 139 Options&Accessories 5 70 FG 8670 2 0 1 124 8779 2 0 1 125 9761 2 0 1 139 9761 2 0 1 139 2 80 TD 9958 1 0 1 124 10084 1 Oil. 126 11221 1 0 1 140 11221 1 0 1 140 PC7-120-277V Button Eye Photocell 3 80 TD 10002 1 0 1 125 10129 1 0111 127 11272 1 0 1 141 11272 1 0 1 141 LMTD-HS(SM)-80 Tear Drop Lens PC2-347-480V Button Eye Photocell 4 80 TO 9961 1 0 1 125 10087 1 0111 126 11225 1 0 1 140 11225 1 0 1 140 s 80 TO 9984 2 0 1 125 10110 2 0 1 126 11250 2 0 1 341 11250 2 0 1 141 OC1.On/Off 2 80 FG 9854 1 0 1 123 9979 1 0 1 125 11104 1 0 1 139 111D4 10 1 139 OC2-Dim/High 3 80 FG 9909 1 0 1 124 10035 1 0 1 125 11166 1 0 1 140 11166 1.0 1 140 SP-4OkV Surge Suppression MOV LMTD-HS(SM)-80 Flat Glass Lens r9 PP 4 80 FG 9825 11011 123 9950 1 0 1 124 11072 SOS 138 11072 1 0 1 138 2023-0914 5 80 FG 9828 2 0 1 123 9953 2 0 1 124 11075 210 1 138 11075 2 0 1 138 PL-PotycarbonateLens JM2 N0: 2 90 TO, 11113 1 0 1 123 11255 1 0 1 125 12534 110 1 139 12534 1 0 1 139 LMTD-HSSM-90 Tear DropLens 3 90 TD 11163 1 0 1 124 11306 1 0 1 126 12591 110 1 140 12591 1 0 1 140 ( ) 4 90 TD 11116 S 0 1 124 11258 1 0 1 125 12538 1 0 1 139 12538 1 0 1 139 If OCC Sensor Option is selected,mounting height specifications need to be clarified: Mounting height between 0'-10' DATE 9.10.25 5 90 TO 11142 2 0 1 124 11284 2 0 1 125 12567 2 0 1 140 12567 2 Oil. 140 /rMourib'ng height and parameter settings not specified when ordered Default mounting height is Mounting height between 10'-20' 2 90 FG 10996 101 122 11136 101 124 12402 101 138 12402 101 138 10-40'fens and preset factory settings ❑Mounting height over 20'a 3 90 FG 11058 1 0 1 123 11199 3 0 1 124 12472 1 0 1 139 12472 1 0 1 139 LMTD-HS(SM)-90 lens 4 90 FG 10964 i 0 1 122 11104 1 0 1 123 12366 1 0 1 137 12366 1 0 3 137 OCC Sensor Patterns DESIGNED BY: 5 90 FG 10967 2 0 1 122 11107 2 0 1 123 12369 2 0 1 137 12369 2 0 1 137 2 110 TD 13362 1 0 1 121 13536 1 0 1 123 15099 1 0 1 137 15099 1 0 S 137 0'-10'MountingHeight 1O'-40'MountingHeight 40'+Mounting Height CHECKED BY: JM 3 110 TO 13423 1 0 1 122 13598 1 0 1 124 15168 1 0 1 138 15168 1 0 1 138 " - - --- i • 'I - •r LMTD-HS(SM)-110 Tear Drop lens , a ---- //),,�- in 4 110 TO, 13366 1 0 1 122 33540 1 0 1 123 15104 1 0 1 137 151G4 1.0.1. 137 „ ,i..a,„i a '�,+ ij 1 , ,,` f5 110 TD 13398 2 0 1 122 13572 2 0 1 123 15139 2 0 1 138 15139 2 0 1 138 " s"�\I j,,,,di Cwanga Sias Aria 1 r �t ' Pad rl /t . - SCALE: A5 Noted2 110 FG 13219 1 0 S 120 13391 1 0 1 122 14938 1 0 1 136 14938 1 0 1 136 '-- " I' � y^lj !7*••'*" '" ",. , :2.(;�`"'* .I- I _ !1 I' i' i !.., /3 110 FG 13295 i 0 i 221 13468 1 0 1 122 15023 1 0 1 137 15023 1 0 3 137 'a ri'- '' '"^,• '�. '� "•//->'i "-_-°w LMTD-HS(SM)-110FIatGiass Lens ' � '"� " ° .; .' 1� " •. " SEAL SIGNATURE: 4 110 FG 133.80 1 0 1 12D 13351 1 0 1 121 14893 I 0 1 135 14893 1 0 1 136 Coyarape 7q,Yew Cdaaiag•sias Ara cpeage sea Area �r 5 110 FG 13164 2 0 1 120 13355 2 0 1 121 14898 2 0 1 135 14898 2 0 i 135 ' " ' " " „ .,...a »w �!��D /'1� �^ canr.g.Too vle" - .. . oa.a,agerpp,nsa• ., \� ``i �.EE l�• Dimmed State High Level Photocell Operation Dwell Time Remp-up Time Ramp-up Time Option (From unoccupied (From occupied /�. (Unoccupied) (When occupied) (OC4 Option Only') (Occupancy line delay) to occupied) to unoccupied) `� OC2 and OC4 Approx.20%Output 100%Output Enabled @ 1.5 FC' 5 Minutes Disabled Disabled 'Note OC2 and OC4 settings including photocell set point,high4ow dim rates and occupancy sensor time delay are all minfigurable by using the Warstoppers,Apo * ''I I * If any other settings are desired to be set at the factory,please note these changes on Purchase Order Ema,i yp'e_rAme;pOs Websee,�.,si_vmers s0z Phone 24e-477.5009 Copynghl b 2025 Lumecon LLC.NI R,9hl.Reserved Note 5parir.bon.and,*.-,mcrotaereauger.a.g.tanytimewahadnwrce Please sea,.Nmecon eon,l«current apec,5rabres,nd dacumeM , Shna'I i.tit ri__nale" s /� 1F v � I Performance Data 9T 0` 3g45 y0� fig° :. �r F N E� .�..a.a i -t' t ,. a •.v ,,' v, „( _ ;.'�. . >•' DWG No: LWS-MFC-10� 10W 1,120 112 1,270 - 127 1,310 131 1,390 139 1,410 141�' LWS-MFC-25 25W 2.564 107 2,893 121 21956 125 3,133 132 3,193 134 LWS-MFC40 40W 4,754 110 4,229 124 5,585 129 5,866 136 5,973 138 Adift LWS-MFC-60 60W 6,346 104 7,168 117 7,456 122 7,831 128 7,974 .In - Email satecy'�jyP.wce.sgju Websde_wwv-kLm--,o,�pm Phone,248-477-5009 CopydgM C 2023 Lumecon LLC Alt Rights Reserved Note.Specifications and photometric data are subject to change at any him without notice . Please see,N lum -_-m for current spe�caborls and documentation 2 v-e a it::p s i,:r;+ I i Architect of Record: f : ,a RC ITECTU R EDPIC Page 1 of 7 Page 2 of 7 Page 3 of 7 .vim Page 4 of 7 JM2 ARCHITECTURE, DPC �,����W�&Pmr—_ ADVANTARMT �-�, "^�E�� �� '��`����"`���` pt 24 I0 NORTH OCEAN AVENUE KCl !STI�Iil ADVANTARMT KCl( �� I CYST® 11C T RMT K��'ST® ADVANTARMT SUITE 300 LIGHT MADE EASY '�. LIGHT MADE EASY � LIGHT MADE EASY "' LIGHT MADE EASY 'ems'"° FARMINGVILLE, NY, 11738 . ...-, z 3I 3203305 At.4, - j' to` ` j ,, ;, tea. iz s:; i'�"fl �" 1.c .iL'tiy,« 1.rf. - :t• _ r .,.' A s'r,3r., •y �., g-u` r£` ,'£ tire'. , D ;,r;RIPT10�M PHOTOMETRIC SPECIFICATIONS COLOR SEI-ECT(CCT)ADJUSTMENT INSTALLATION INSTRUCTIONS 4"LED Recessed Downlight POLAR CANDELA DISTRIBUTION LUX DISTANCE CURVE This fixture is equipped with field-adjustable Keystone Color Select technology. RETROFIT INSTALLATION Applicant: Color Select Technology '" -/+180 Flux Out:461.6 Im � .- �� 1. Ensure power is off to the fixture. Remote Driver with Built-in Junction Box ' '` '• 2 Nickolas Mirando 4 .. '" -150 .. 150 . Adjust dip switch to desired setting. 1. Shut off power at the 2. Measure ceiling opening 3. Select desired CCT using source of the fixture to ensure that the edge of ad ustment switch on fixture 183 Smithtown Blvd. r1LICE'+`i ION }E .,..�,-.., ,! 2ft 4531,9b271,. 3.521ft g J E'.1'r ---- housing into which you the luminaire will cover the (see Color Select(CCT) Nesconset,NY 11767 Ideal for residential,hospitality,retail,office,and ' ,` 4 fi 11.�3,23.62 1c 7oa2 -.,,, -, -1z0;; o are installing fixture. entire opening and still sit Adjustment on page 3). 631 813 6152 - s s is 1o:5s ._. firm! in the ceiling see other retrofit and new construction applications � ;' 'r•, •.; Remove existing trim,CFL Or Y� 9 !, r incandescent Dimensions o page ) ft 5034 10 e c me . ' V Note:Follow al federal and ' ;' ft 2832 9954 1408 f n a e 2. ,.„._,...-�• 0 10 ft 1.812,3.811 fc 1Z61 ft t.... ... _ Owner: x, .,. - 1t -90. s Hand Pantr.Stores Inc ,, I" ~`"" '=- local regulations when Y 12 C ���.^ ". .->.5..- '�, .-•.� .; -�. fi 1 zs9 2 s4s f z113 disposing of lamps_ �,. .� ,.....•, ,. '' ' Po 9 P 183 Smithtown Blvd. r.... removed components. Nesconset, NY 11767 R 7/S l/C A 6 wf (160' 14 ff 0.9247,1.944 fc 24.65 / SOH$ 1 I 1 V i GFlrl -„-.,,,�-,` ' Compliant -."� UMITED WARRANTY �% lsfi 0.7079,1.4se c zs.n rn�e..�..�.-,.,,,-,...a.,.....,..�.�,.�:_-........v.,_.. ' -60 •. /;:",,..;- ,`"_' :`240;...;::�'',. `.' ,"`.. ,.,,'.60 ,,Ps 4 6 7 63 I-36I-9440 16 fi 0.5594,1.176 c 31:e9 . Open the driver box and 5. Insert the electrical . Place all wiring and . Insert driver box into ceiling 3zo remove the knockout(s) supply cable through the connections back into the in accordance with local/' cjUl"Ve Or: -30 '• 30y 20 fi 0.4531,0.9527 . 35z1 (KO). KO;use appropriate bushing box and close the cover. national codes and connect y 0 Unit:cd Height Eavg,Emax Angle:82.711 Diameter to prevent wire abrasion. the male and female Aerial Land Surveying D.P.C. PPODUCT FEATURES r Co/c180:82.7° Wire driver box(see Wiring i connectors.Screw threaded • Keystone Color Select technologies offers SKU ireduction • Powered b Keystone TRIAC dimming LED driver, dimming Beam Angle(50�•):s2.9° t< C90/C270:82.8° Curves show illuminated area and average illumination when lamp Is 200 Orville Drive, Unit 495 Y 9� Y Y 9 9 at various distances. Diagram on page 3 and nut over connectors to and allows for easy,on-the-job adjustments • Ambient operating temperature:-30,C/-220F to 40OC/104OF illustration below).* secure. Bohemia, NY 1 1716 • Utilizes a remote driver with built-in junction box and quick • Suitable for use in wet locations 833-787-8393 disconnect;Eliminates the need for a traditional„ • Airtight and Type IC-rated 6000K _ multi-piece fixture setup • Power factor:>0.90 PHYSICAL SPECIFICATIONS 4000K • CEC Compliant Flicker Rate(CEC JA10 std.) • THD:<20% 3000K ® `'tt �— 2700K J 3� • Ideal for new construction,remodel,and retrofit applications • LED chip lifetime;L70>80,000 hrs @ 25,C/77*F ambient fixture z7ooK � 3� • Frosted lens provides even illumination temp O 1.40' �■ • Interchangeable trims available in matte black, • FCC Part 15,Subpart B,Class B � —I— brushed nickel,and bronze 2.36' ` O SEE[h� 5.51' COLOR SELECT ADJUSTMENT SWITCH P D PEr;FOnk[ .'%MCE SPECIFICATIONS 407' Set dip switch to adjust CCT between 2700K,3000K,3500K,4000K,and 5000K, Catalog Number Input Voltage Waittage CCT(Selectable)* LumanOutput Efficacy CRI Power Factor Beam Angle Lifetime 3.46' Fixture comes preset at 3000K. Project Info 2700K 650 72lm/W 3000K 670 74lm/W KT-RDLED9-46-9CSF-FDIM 120V 93W 3500K 690 77im/W >90 >0.9 so" 50,000hrs 4000K 690 77Im/W 8. Lifting both retention tabs 9. Restore power when ready VVIRIN, DIP1,GPAM upward,push the fixture into 5000K 670 74lm/W m 4.60" the hole until trim sits flush Proposed Multi-Family "preset to 3000K ® ® T with ceiling, p• Color Uniformity:CCT(Correlated Color Temperature)range as per guidelines outlined in ANSI C78.377-2017 3 ® T Blac4k(Line) - f 2,56• Graw (Neutral) I - 150 New 5uffoIk Ave, �d ,20V ® ® Greed(Ground) J-Box ® 1 Mattituck, NY 1 1952 Catalog Number Cut-Out(Min to Max) KT-RDLED9-4B-9CSF-FDIM 04.13'to 04.41' f "Keystone offers an optional cable accessory to assist with wiring to existing fixture]-box.See KT-M C-N P-1-18/3, Optional Accessories(sold separately)on page 6. (installation Instructions continued on next Paige) 0 Keystone Technologies.�Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies.Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com �1���==, G;�� `✓� ?Dp Speacificatiens subject to change.Last revised on 02.15.24 Specifications subject to change.Last revised on 02.15.24 Specifications subject to change.Last revised on 02.15,24 Specifications subject to change.Last revised on 02.15.24 FEB 2 7 2026 � G'�a7Nt1LD i'Ot'") Page 5 of 7 Page 6 of 7 Page 7 of 7 7-77 Z7 TX ', KCll�!S T� � DIVANTARMT ,� KC S'T�N ADVANT ARMT T� I�CY��T® CA DAIA T R MT Revisions LIGHT®M�A AST �r LIGHT MADE LIGHT MADE Sent for Owner Review 10.2.25 t Planning Filing Set I 0 8 25 a M1 as we D / +� a E" f'(` e e'L I. gam:; +, rr' e t n r• a / ma's ' 1 "y r.e i (. .•. - `. "�� as � , . tm' ' ( Added onto 0.2 .w f* e S try Drawings I 8 25 x :. .: piloted per Town Comments 16 25 k W Planning Resubmission Set 2.27.26 1113TA,41 LATICN INSTRUCTIONS(continuedl) OPTIONAL ACCESSORIES(sold separately) ORDERING INFORMATION NEW-CONSTRUCTION INSTALLATION* INTERCHANGEABLE TRIM Catelcog Number PackRty. UPC Easy Code Catalog Number Description UPC Easy Code ` KT-RDLED99-48-9CSF-FDIM 1 843654139142 LUU-77 1. Shut off power at the 2. Using installlation hole 3. Select desired CCT using • 4"Interchangeable Trim for 4B LED source of the fixture template,create ceiling adjustment switch on fixture KT RDLED-4B-MB-TRIM 843654139517 BVY 4z housinginto which you ou opening to(ensure that the see Color Select(CCT) Recessed Downlight;Matte Black are installing fixture. edge of the luminaire will Adjustment on page 3). KT-RDLED-4B-BN-TRIM 4"Interchangeable Trim for 4B LED 843654139655 SJB-19 cover the entire opening and Recessed Downlight;Brushed Nickel : _ - ® CATALOG PHUR1BER BREAKDOWN still sit firml)y in the ceiling 4"InterchangeableTrim for 4B LED Matte Black Brushed Nickel Bronze (See Dlmen:SIOi1S On page 2), KT RDLED-4B-8R-TRIM Recessed Downlight;Bronze 843654139593 PFU-34 — _— KT - RDLED9 - 4B - 9CSF - FDI M GOOF RING 1 2 3 4 5 6 7 8 9 10 4. Open the driver box and 5. Insert the ellectrical 6. Place all wiring and 7. Insert driver box into ceiling THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND remove the knockout(s) supply cable through the connections back into the in accordance with local/ Catalog Number Description UPC Easy Code 1 Keystor i Technologies 2 Fixture Type 5 Size 6 Style/Design Designation AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, (KO). K0;use appropriate bushing box and close the cover, national codes and connect KT-RDLED-46-GOOF a^Goof Ring for'out Recessed Downlights; 843654139685 FOA-18 to prevent lrvire abrasion, the male and female 6'outerdiameter 2 Fixture Tyype RD Recessed Downlight 4 4•Nominal a Series a D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS Wire driver Ibox(see Wiring connectors,Screw threaded 3 LED Techinology IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF Diagram oni page 3 and nut over connectors to 4 Maximurm Wattage THE N.Y.STATE EDUCATION LAW. illustration below).* secure, - - — —----- 7 CRI 9 Color Select Designation 10 Dimming 5 Size NEW-CONSTRUCTION PLATE -- --- a 90 F 2700K,3000K,3500K,4000K,5000K FDIM Phase Dimming Catalog Number Description UPC Easy code 7 CR IelDessign Designation New-construction late for 8 Color SelJectTechnolo Drawing Title KT-RDLED-PLATE-1 LED Recessed Downlights 843654t37285 8MS-81 io 0 � 9 Color SeNect Designation 10 Dimming r: 0 _ Light F1xture5 a� EXTENSION CABLES /1y Catalog Number Description UPC Easy Code 4 n � l r ` V Extension Cord for O KT-WDLED-EC-6 843654139739 GOK-14 ', LED Wafer Downlights 1E Extension Cord for _- KT•WDLED-EC-12 LED Wafer Downlights 843654139746 ECE-88 O L/ KT-WDLED-EC-20 20'Extension Cord for 843654139753 JLM-06 LED Wafer Downiights ----- -- METAL-CLAD CABLE _ --- ----- JM2 No: 2023-0914 Catalog Number Description UPC Easy Code 8. Lifting both retention tabs 9. Restore po"ver when ready. Metal-Clad Cable for LED Recessed upward,push the fixture into KT-MC-NP-1.18/3 Downlights;No plug;UL 16AWG 18/3 wire 843654139777 AYT-71 DATE: 9.10.25 the hole until trim sits flush (live,neutral,ground) with ceiling, D «�6 - --' DESIGNED BY: eK CHECKED BY: JM EMERGENCY PACK Catalog Number Description UPC Easy Code SCALE: As Noted LED Emergency Backup,5W-500 Lumen KLEMRG-LED-5-500-AC/DF Constant Power Design 120-277V Input.Dual 843654120843 DUE-53 it"(t t. "�' '°rrr,^ SEAL#SIGNATURE: Flex Cable Des i n.Installs on Primary Side of �:t..:;":a;}�" - AC Powered LED load. �E t{ C "Keystone otters a+n optional cable accessory to assist with 5\` EE wiring to existing i fixture J-box.See KT-MC-N P-1-1 8/3, \ ` �. ,q Optional Accessories(sold separately)on page 6, � \ i� '70� Keystone Technologies•(Philadelphia,PA•Phone(800)464-2680.www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies.Philadelphia,PA•Phone(800)464-2680.www.keystonetech.com Specifications subject to change.Last revised on 02J5,24 Specifications subjectto change.Last revised on 02.15.24 Specifications subject to change.Last revised on 02.15,24 s T 0 3g45 pQ` F N E� DWG No: ■ i CON 5T RU CT I 0 N P H AS E A. LAND GRADING, INCLUDING STOCK PILES, 511ALL BE IN ACCORDANCE WITH SECTION 55-PERMANENT STRUCTURAL MEASURES FOR EROSION AND SEDIMENT CONTROL PLAN NOTES: Architect of Record: OF THE 2016 DUE BOOK: NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. EXPOSED SOILS SHALL BE SEEDED WITHIN 14 1. THIS EROSION CONTROL PLAN REFERENCES A SITE PLAN PREPARED BY JM2 ARCHITECTURE, DPC. DAYS OF EXPOSURE(SEE NOTE Q.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE -MUST CLEAR ENTIRE SITE, NOT INCLUDING NATURAL AREA TO BE UNDISTURBED DIVERTED AWAY FROM CLEARED SLOPES. GENERAL STORMWATER POLLUTION PREVENTION NOTES: Y. i! ALL GROUND MATERIAL TO BE REMOVED FROM SITE B. SEDIMENT SHALL BE TRAPPED ON THE SITE LAND NOT PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS.SEDIMENT BARRIERS, 51TE DESCRIPTION:DEVELOPMENT ACTIVITIES FOR THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF A PROPOSED 2 MULTI TENANT RESIDENTIAL BUILDING.THE -STRIP TOP SOIL AND CUT AWAY OVER FOOTPRINT OF BUILDING/PARKING LOT INCLUDING BUT NOT LIMITED TO SILT PENCE.,SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF THE CONSTRUCTION AND SHALL BE PROJECT WILL INCLUDE SITE WORK CONSISTING OF: PROPOSED ACCESS ROADS�PARKING THROUGHOUT THE SITE;SANITARY SYSTEM INSTALLATION; A WATER -CONSTRUCT ONE(1)STABILIZED ENTRANCES MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. DISTRIBUTION SYSTEM; AND A STORMWATER MANAGEMENT SYSTEM.ALL IMPROVEMENTS ARE TO CONFORM TO STATE,COUNTY,AND LOCAL STANDARDS AND R C I T E C T U R E o PC -INSTALL PERIMETER FENCE C. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE SPECIFICATIONS. -PULL TOP SOIL TO SOUTH OF SITE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE 15FERMANENTLY STABILIZED, ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE REMOVED OR JM2 ARCHITECTURE, DPC -SMALL PORTION OF TOP SOIL TO BE LEFT WITHIN DISTRIBUTION AREA FOR LANDSCAPED AREAS CLEANED ON A DAILY BASIS. GENERAL SEQUENCE OF 51TE ACTIVITIES FOR THE ENTIRE SITE' 2410 NORTH OCEAN AVENUE -STOCKPILE LEFT WILL BE PROTECTED WITH SILT FENCE D. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED ON-SITE SHALL BE PROTECTED I. INSTALLATION OF EROSION CONTROL MEASURES(SILT FENCE BARRIERS, ROADWAY INLET PROTECTION, CONSTRUCTION ENTRANCE). SUITE 300 FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. 2. GRADING OF THE PARKING AREAS AND BUILDING SURFACES. FAKMINGVILLE, NY, 1 1738 E. THEP,E WILL BE WATER MIST SPFAYING AS RffQUIRED TO CONTROL DUST DURING EARTH MOVING OPERATIONS. DUST CONTROL DURING CONSTRUCTION SHALL BE IN 3. INSTALLATION OF DRAINAGE STRUCTURES,SANITARY AND WATER LINES. T 1631.320,3305 ACCORDANCE WITH SECTION 5A TEMPORAR:Y STRUCTURAL MEASURES FOR EROSION AND SEDIMENT CONTROL OF THE 2016 DUE BOOK: NEW YORK STATE 4. INSTALLATION OF REMAINING EROSION CONTROL MEASURES(INLET PROTECTION). STANDARDS AND SPECIFICATIONS FOR ERO`510N AND SEDIMENT CONTROL.THE APPLICABLE PRACTICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS ARE 5. INSTALLATION OF PROP05ED CURB. STABILIZED. G. EXCAVATION OF BUILDING FOUNDATIONS AND CONSTRUCTION OF BUILDINGS. F. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FOLLOWING 7. PAVING OF THE PROPOSED ROAD AND PARKING AREAS. PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEM SHALL BE CLEANED AND FLUSHED AS NECESSARY. 8. INSTALLATION OF LANDSCAPING. G. DURING CONSTRUCTION,THE CONTRACTOR,WILL COMPLY WITH ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE; DEBRIS;TOXIC AND 9. REMOVAL OF THE EROSION CONTROL MEASURES. Applicant: HAZARDOUS WASTE;AND SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS.TEMPORARY FENCING SHALL BE ERECTED AROUND THE PERIMETER OF THE SITE Nickolas Mirando ALONG WITH THE PLACEMENT OF DUMPSTER:S TO CONTROL THE BUILDUP OF DEBRIS.THE CONTRACTOR SHALL PERIODICALLY CLEAN UP ANY DEBRIS ACCUMULATED GENERAL NOTES: 183 Smithtown Blvd. ALONG THE TEMPORARY FENCE AND EMPTY THE DUMPSTERS REGULARLY. I. THIS EROSION CONTROL PLAN IS BASED ON A DE51GN BY JM2 ARCHITECTURE, PC Nesconset, NY 11767 2. THE ABOVE CONSTRUCTION SEQUENCING IS REPRESENTATIVE ONLY. REFER TO THE CONTRACTOR'S CONSTRUCTION SCHEDULE FOR MORE DETAILED INFORMATION OF G31-813-G 152 REGULATORY REQUIREMENTS: THE SEQUENCING OF EVENTS. A. THE OWNER OR OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN FIVE(5)ACRES OF SOIL AT ANY ONE TIME WITHOUT PRIOR WRITTEN 3. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AS THE APPLICABLE STORMWATER MANAGEMENT PRACTICE IS INSTALLED. Owner: AUTHORIZATION FROM THE DEPARTMENT.AT A MINIMUM,THE OWNER OR OPERATOR MUST COMPLY WITH THE INSPECTION REQUIREMENTS OF SECTION II.C.3 OF THE 4. ALL STORMWATER MANAGEMENT PRACTICES ARE TO RECEIVE A FINAL CLEANING FOLLOWING THE COMPLETION OF CONSTRUCTION TO ENSURE PROPER FUNCTIONING. bandy Pantry Stores Inc STORMWATER PERMIT IN ORDER TO BE AUTItORIZED TO DISTURB GREATER THAN FIVE(5)ACRES OF SOIL AT ANY ONE TIME. 5. LOCATIONS OF WORK-RELATED ITEMS-INCLUDING STOCKPILES,CONCRETE WASHOUTS,STAGING AREA, ETC-ARE SCHEMATIC ONLY AND ARE TO BE'DETERMINED BY 153 Smithtown Blvd. B. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITY,THE OWNER OR OPERATOR MUST IDENTIFY THE CONTRACTOR(5)AND SUBCONTRACTOR(5)THAT WILL BE THE CONTRACTOR AT THE TIME OF CONSTRUCTION.THE CONTRACTOR 15 TO EMPLOY EROSION CONTROL MEASURES AS APPROPRIATE FOR ALL ITEMS. Nesconset, NY 11767 RESPONSIBLE FOR INSTALLING, CONSTRUCTiING, REPAIRING, INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL PRACTICES: AND THE 631-361-9440 CONTRACTOR(5)AND SUDCONTRACTOR(S)TLHAT WILL BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL POST-CONSTRUCTION STORMWATER MANAGEMENT SITE DATA: PRACTICES.THE OWNER OR OPERATOR SHALL ENSURE THAT AT LEAST ONE TRAINED INDIVIDUAL 15 ON SITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES SITE AREA: 2.02 ACRES Surveyor: ARE BEING PERFORMED. AREA OF DISTURBANCE: 0.87 ACRES Aerial Land Surveying D.P.C. C. AN OWNER OR OPERATOR OF THE CONSTRUICTION ACTIVITIES DESCRIBED IN SECTION IV.0 SHALL HAVE A QUALIFIED INSPECTOR CONDUCT SITE INSPECTIONS IN AREA PRESERVED AS NATURAL: 0.12 ACRES 200 Orville Drive,Unit 495 CONFORMANCE WITH SECTION IV.C.2 OF TH1E 2010 STORMWATER PERMIT,THE QUALIFIED INSPECTOR IS RESPONSIBLE FOR INSPECTING ALL ASPECTS OF THE SOIL CLASSIFICATION: BROWN FINE SAME SIZE SILTY SANDS WITH TRACE FINE TO SMALL GRAVEL AND TRACE ORGANICS(ROOTS). (5M)BROWN AND LIGHT Bohemia, NY 1 1716 STORMWATER POLLUTION PREVENTION PLAN! DESCRIBED IN SECTION IV.0 AND FOR PREPARING AN INSPECTION REPORT SUBSEQUENT TO EACH AND EVERY BROWN FINE SAME SIZE SILTY 5AND5 WITH TRACE FINE GRAVEL INTO FINE TO MEDIUM MIX SIZE SANDS WITH SOME FINE TO SMALL 833-787-8393 INSPECTION IN ACCORDANCE WITH SECTION! IV.C.4. GRAVEL. (5M/5W)LIGHT BROWN FINE TO MEDIUM MIX SIZE SANDS WITH SOME FINE TO SMALL GRAVEL. (SW) LIGHT DROWN FINE TO D. AFTER THE PROJECT IS COMPLETE,THE OWNER OR OPERATOR WILL BE RESPONSIBLE FOR FILLING A NOTICE OF TERMINATION OF CONSTRUCTION ACTIVITIES WITH THE COARSE MIX SIZE SANDS WITH SOME FINE TO SMALL GRAVEL. (5W)LIGHT BROWN FINE SAME SIZE SANDS WITH TRACE FINE GRAVEL NYSDEC TO CL05E OUT THE OPEN 5PDE5 PERMIT FOR STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES. AND TRACE FINE SILTS AT END OF SPOON. (SP) RECEIVING WATERS: N/A POST CONSTRUCTION STORMWATER MANAGEMENT PRACTICES: A. THE P05T-CON5TRUCTION STORMWATER MANAGEMENT PRACTICE THAT WILL BE CONSTRUCTED AS PART OF THIS PROJECT 15 A RETENTION/INFILLTRATION SYSTEM. POLLUTION CONTROL MEASURES: INLETS PLACED AT GRADE WILL DIRECT WATE`.R INTO THIS SYSTEM TO BE STORED AND INFILTRATED BACK INTO GROUNDWATER THROUGH THE PROPOSED DRYWELLS. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT, STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, REFER TO THE PLANS BY JM2 ARCHITECTURE, PC FOR INFORMATION REGARDING THE CALCULATIONS FOR THE STORMWATER MANAGEMENT SYSTEM. BUT NOT LIMITED TO,THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: B. THE DRYWELL RETENTION/INFILLTRATION 5Y5-TEM WILL REQUIRE PERIODIC MAINTENANCE TO ENSURE ITS PROPER FUNCTIONING. TH15 MAINTENANCE WILL CON515T OF CLEANING AND REMOVAL OF GARBAGE AND DEBRIS FROM INLETS;AND REMOVING SEDIMENT AND DEBRIS BUILDUP FROM THE DRYWELLS. A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS)AND SHALL REMAIN Project Info C. THE OWNER 15 RESPONSIBLE FOR THE MAIN-TENANCE OF ALL ON-SITE STORMWATER MANAGEMENT FEATURES. UNDISTURBED. B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT OF EXP05ED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. A MAXIMUM OF I ACRE SHALL BE DISTURBED AT ONE TIME UNLESS WRITTEN PERMISSION IS GRANTED BY THE NYSDEC. GRADED AND STRIPPED AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERVICE RECOMMENDATIONS. C. BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE, UNLESS CONSTRUCTION WILL BEGIN WITHIN 21 DAYS, AS SECTIONS ARE COMPLETED, OR IF ProF056,d M U Iti-Fa m l ly CONSTRUCTION ON AN AREA IS SUSPENDED,THE AREA SHALL BE SEEDED IMMEDIATELY. Q Ave.a. SEED PREPERATION-SCARIFY SOIL IF COMPACTED, REMOVED DEBRIS AND OBSTACLES SUCH AS ROOT AND STUMPS. 150 New UffOI k e b. SOIL AMENDMENTS 1. LIME TO PH 6.0 2. FERTILIZE WITH 6600 LDS. OF 5-10-10 OR EQUIVALENT PER ACRE(15.1 LBS/100 SQ. FT.) M a tt i t u c k, NY 11952 c. SEED MIXTURES 1.TEMOKARY SEEDLINGS. d. RYEGPA55(ANNUAL OR PERENNIAL) @ 30 LBS. PER ACRE(0.7 LBS PER 1,000 SO. FT.) e. CERTIFIED"AROOSTOCK"WINTER RYE(CEREAL RYE) @ 100 LBS, PER ACRE(2.5 LB5. PER 1,000 SQ. FT.)USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER. Ell 1. 1. PERMANENT SEEDLINGS. �? PROVIDE INLET PROTECTION FEB 2 7 2026 HATCHED AREA INDICATES CONTRACTOR SHALL INSTALL A TEMPORARY SILT FENCE LOCATION: SEE FOR ALL DRAINAGE AREA OF STABILIZED CONSTRUCTION FENCE AROUND TO REMAIN DETAIL ON C-6.I FOR MORE STRUCTURES. SEE DETAIL ON NEW 5 U FFO LK AVE SHEET C6.I GRAVEL CONSTRUCTION DELINEATING THE CLEARING LIMIT. FENCE SHALL BE INFORMATION. EXISTING GAS EGRESS INSTALLED PRIOR TO THE COMMENCEMENT OF ANY �- WORK.TYP. EXISTING ELECTRIC EX, DRAINAGE GRATE UTILITY POLE UTILITY POLE UTILITY POLE Revisions CONIC.CURB NEW CURB CUT CONC. CURB Sent for Owner Review 10.2.25 - - N 8 I° 19' 30" E 37 Planning Filing Set 10.8.25 - -- - _ - - - - - - - CONC. CONC.SIDEWALK CONC. SIDEWALK CURB CUT _. -...._2'BLOCK RET. WALL 3 BLOCK RET.WALL - - Added Sanitary Drawings 10.28.25 I I II I z Updated per Town Comments 1.6.25 Q Planning Resubmission Set 2.27.26 � EXISTING LANDSCAPING 0 LF x N - - - - - - - - - '` - - - - - 17- - - - I - - - - - - - - -' - - - - - I - - - - wQ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � d- - - x � o � o 0 DRAINAGE GRATE / o o n ASPHALT PARKING LOT W/OSIGN.TE Wi SH OUT AREA / / j �35.2 N'/ x / 1 4 j30.9 X' o EXISTING OUTFALL I 0 ,,. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND NEW FIRST FLOOR PATIO x AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, o i NEW 3' D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 _ RETAINING O IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF / WALL I I THE N.Y.STATE EDUCATION LAW. / ! 1 - G ' - = 1 ._- CONIC. CURB- - -- - ` I 7 o _-_ __ a _ - / CONIC. SIDEWALK AWNING I - NEW 2 STORY BUILDING Drawing Title UTILITY POLES SHED- ZX _ X-+-X X I (10 RESIDENTIAL UNITS) O WITH BASEMENT EXISTING j 11.7 0 Uxl 1 10.2' _-'I F.F. EL. -22.5' LANDSCAPING °N� Er0510n Control Plan - o Q I - NEW FIRST FLOOR PATIO NEW FIRST FLOOR PATIO Cz ASPHALT PARKING LOT Cj / I 97.0' z - - i 821 UNIT I CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP NEW CONCRETE SIDEWALK NEW ADA RAMP NEW CONCRE TE SIDEWALK L J O I , G / z � � JM2 No: 2023-0914 GAS METER o 50 al o EXISTING MULTI TENANT COMMERCIAL BUILDING - z Q -- O O I DATE 9 10 25 --- o I Cz m 10 / 8� z DESIGNED BY: BK 18 f I PROPOSED OUTFALL 2 PROPOSED OUTFALL 3 I UTILITY POLE - / SCALE: As Noted p / / 5 o FCC O I SEAL SIGNATURE: ED 0 o w a .�� cy �/ / EXISTING = \5 EE /�, c�ti LANDSCAPING SHED 1 121.9 - - - - / CONIC. l ONC. SIDEWALK s/ - AWNING L... I � ) \ 1 SHEDcr) ', x + z o 39415 EXISTING LANDSCAPING 3'BLOCK WALL 3'BLOCK WALL x t, '_. _CONIC. SIDEWALK - _ ! -_,-- x - X X X X X X X X X X X X X X x - I X X X X X X X' 1 - - --- X--�X�X X X = N/0/F ANGELINA PROPERTIES LLC REMOVE USEABLE TOPSOIL DWG No: 5 8 10 30' 30" W 2150 MAIN ROAD MATTITUCK 11952 AND STOCKPILE FOR FUTURE 527.90 - - - - - - - - - LANDSCAPING USE. LOAD MULTI TENANT COMMERCIAL UNUSED TOPSOIL AND USE 1111111111111111k Aft TAX MAP#: 1000-1 14.00-12.00-002.000 Plot Plan Copy 3 I AS 4"TOP BASE. 600 1 = 201-011 C-6.0 I i CONSTRUCTION ENTRANCE TO CONFORM WITH NYS DOT SHEET 209-05: Architect of Record: 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. f r. 2. A 30'WASH AREA SHALL BE PROVIDED. ADDITIONAL GRADIING MAY BE REQUIRED TO PROVIDE WASHING AREAS. 3. PROPOSED DRAINAGE PIPES SHA-L BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS.ALTERNATE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS r f CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CON-RACTOR FOR APPROVAL BY THE ENGINEER. 4" 4.THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT OF 6"OF#3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO �, THE EDGE OF PAVEMENT. RC IT E C T U R E o PC 5.ALL WORK TO CONSTRUCT THE STABILIZED ENTRANCE, INCLUDING GRADING, DRAINAGE PIPE, EXCAVATION, FILL, GEOTEXTILE AND CRUSHED STONE OR GRAVEL SHALL BE INCLUDED IN THE UNIT PRICE BID. JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 50'-0"MIN. T 631.320.3305 8'0"MIN. EXISTING PAVEMENT MOUNTABLE BERM(6"MIN.) EXISTING GROUND �`. ';,.. �' Applicant: Nickolas Mirando MIN. 6"OF 2"TO 3" EARTH FILL 183 Smithtown Blvd. AGGREGATE OVER LENGTH �_ Nesconset, NY 11767 NONWOVEN GEOTEXTILE AND WIDTH OF ENTRANCE PIPE 631-813-6152 Owner: PROFILE VIEW Handy Pantry Stores Inc PIPE 183 Smithtown Blvd. Nesconset, NY 11767 50'0"MIN. 631-36 I-9440 z � urveyor: o Aerial Land Surveying D.P.C. o_ 200 Orville Drive, Unit 495 Bohemia, NY 1 1716 833-787-8393 0 0 � 5'-0"MIN, z I EDGE OF EXISTING PAVEMENT SEDIMENT CONTAINMENT AREA o 0 36"WOOD POST 0 MESH REINFORCEMENT Z (IF NECESSARY) q SILT FENCE PLAN VIEW GEOTEXTILE _ Project Info z O N 5TABILIZED CONSTRUCTION ENTRANCE 7 C-6�- l TOE OF SLOPE FLOW101 PropoSed Multi-Family EXISTING GRADE SANDBAG ITLI 1I1 150 New Suffolk Ave. -1-i 0 0 o Mattituck, NY 11952 36"MIN. FENCE POST LENGTH FENCE POST 18"MIN. EXCAVATE, BURY SILT FENCE 4" +� `0 SANDBAG IMPERMEABLE SHEETING 36"MIN. FENCE POST LENGTH FABRIC: AND BACKFILU COMPACT OR EQUIVALENT ABOVE GROUND IMPERMEABLE SHEETING ' o FL �CJ r'-,'1���74 DRIVEN MIN. 16 INTO GROUND EXCAVATED EARTH 011 WOVEN SLIT FILM GEOTEXTILE 6'O"MAX. CENTER TO CENTER UNDISTURBED GROUND 16" MIN. HEIGHT OF WOVEN FEB 7 7 202E SLIT FILM GEOTEXTILE I. SILT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF:5.0 FEET FROM THE TOE OF SLOPE, 10.0 I PLOW--® FEET PREFERRED,TO PROVIDE ADEQUATE AREA FOR 5EDINv1ENT STORAGE AND FACILITATE M A A o EMBED GEOTEXTILE _ MAINTENANCE OF SEDIMENT CONTAINMENT AREA. MIN. OF 8"VERTICALLY INTO 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY=-FILTER X, MIRAFI I OOX,STABLINKA T 140N, 1:1 OR FLATTER SIDE SLOPE THE GROUND. BACKFILL AND �— FENCE POST DRIVEN A MIN. OR FROM CURRENT NEW YORK STATE DEPARTMENT OF TFAAN5PORTATION. COMPACT THE SOIL ON BOTH OF 16 INTO THE GROUND 8 MIN, DEPTH INTO GROUND 3. P05T MAY BE 2"x2"(MIN)HARDWOOD OR 2"x4"(MIN)501 ITWOOD. PO5T5 SHALL BE BE SPACED AT SECTION A-A o SIDES OF GEOTEXTILE. EITHER 4.0 FEET OR 6.5 FEET AND MAY OR MAY NOT KEQIUIRE MESH REINFORCEMENT AS PER THE Revisions CROSS SECTION ELEVATION NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPF\OVED LIST OF GEO-SYNTHETICS FOR HIGH Sent for Owner Review 10.2.25 CONSTRUCTION. A A 4. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHESAdded Sanitary Drawings 10.28.25 ONE-HALF OF THE MEASURED HEIGHT, o O O O O g Fdmg Set 10.8.25 POSTS SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR 95 UNSUITABLE MATERIAL. Added STEP I STEP 2 / 5. AFTER REMOVAL,THE AREA BENEATH SILT FENCE SHALL Bff RESTORED TO ITS ORIGINAL STATE. Updated per Town Comments I.6.25 i NT PLAN Planning Resubmission Set 2.27.26 A B STAPLE — STAPLE STAPLE STAPLE SILT FENCE SECTION 5 CONCRETE WASHOUT 4 TWIST POSTS TOGETHER (� STEP 3 / STEP 4 STAPLE STAPLE —�• 1 C-J- 1 / O O y 9 STAPLE STAPLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND STORM GRATE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, JOINING TWO ADJACENT SILT O D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 FENCE SECTIONS(TOP VIEW) 0000000 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF SILT FENCE DETAIL 6 OOo0OOo0Oo000 STORM SEWER GRATE LIFT STRAPS THE N.Y.STATE EDUCATION LAW. o000 REINFORCED CORNERS Drawing Title OPTIONAL OVERFLOW PORTS Erosion Control Detall5 MANAGEABLE O SILT FENCE TO BE MAINTAINED AT 2 FOOT CONTAINMENT AREA TYPE A MAXIMUM DRAINAGE AREA= 114 ACRE I O'FROM TOE OF SLOPE TYPE B MAXIMUM DRAINAGE AREA= I ACRE DUMPING STRAPS JM2 No: 2023-0914 CHAIN LINK FENCE POSTS O O DATE: 9.10.25 2"X 4"FRAMING TOP ELEVATION STORM INLET DESIGNED BY: BK GALVANIZED HARDWARE TOP ELEVATION 36' CHECKED BY: JM CLOTH O 16"MIN PAN STOCKPILE TO BE SEEDED AFTER 14 DAYS OF EXPOSURE SCALE: As Noted WOVEN SILT NOTCH ELEVATION NOTCH ELEVATION FILM GEOTEXTILE WOVEN SILT FILM SEAL SIGNATURE: ED 18'MIN GEOTEXTILEj SILT FENCE �EC,S/ NAILING STRIP 36 12"MIN 9 GA.CHAIN LINK FENCE TYP. t s 18"INTO GROUND 18"INTO GROUND cP� 0 3945 yQQ` F F N E� TYPE A ISOMETRIC VIEW TYPE B PROFILE DWG No: 5EDIMENT CONTROL AT DRAINAGE INLET5 3 5TOCKPILE PROTECTION DETAIL 2 DANDY CURB SACK 5PECIFICATION5 1 C-G. I C-6. 1 C-6, = 6 , 1 I I Architect of Record: 96' 7 1/2" 30' 34'-9 3/4" 30' 1 1" ol /ARCITECTUREDPc _ _ JM2 ARCHITECTURE, DPC r — — — — — — — — 2410 NORTH OCEAN AVENUE 1 SUITE 300 d a ° -d.° I b FARMINGVILLE, NY, 11738 �., r — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� o �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — T 1631.320.3305 b° N — d- . d .Q .. _ - n.. .d •da _ a ° C_a -° _ - tA ELECTRIC METERS GAS METERS 35- 10 1/4" 15'-011 016' 0" 15-0" 1 6' 0" 01 15'-5" I I Applicant: 183 5mi hto d Blvd. N I Nesconset, NY 11767 631-813-6152 STORAGE 10 I STORAGE 7 m Owner: STORAGE 5 I Handy Pantry Stores Inc 183 Smithtown Blvd. Nesconset, NY 11767 631-361-9440 Surveyor: -- Aerial Land Surveying D.P.C. 200 Orville Drive, Unit 495 Bohemia,NY 1 1716 - - I 833-787-5333 E ° MECHANICAL t UTILITIES - -- - I I N STORAGE 4 = I� Project Info I STORAGES I I Pro o5ed Multi-Family I 5TORAGE6 _Ln _ I 150 New Suffolk Ave, -- I, I N I r' ____=_=I, ► I I N Mattituck NY 1 1952 SPRINKLER ROOM I `� - _ - SUPERINTENDENT OPPICE o - o STORAGE 3 V ND FEB 2 7 2026 8' O" ° - - — STORAGE 8Ll I -- J !',. ,,... ., tip. , •, = , aQ N I Revisions o I - m Sent for Owner Review 10,2.25 Planning Filing Set 10.8.25 41-1011 1 Added Sanitary Drawings 10.28.25 NtJ I I Updated per Town Comments 1.6.25 ° ,i T-43/411 T-0" Planning Resubmission Set 2.27.26 CLOSET JANITORS CLOSE DRYERS °4 8 STORAGE 2 N a _ LAUNDRY `0 W z— N L THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND `9 I A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, 27-9 3/4" 14'- 10" _ I D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS RECREATION I � — — � IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF t, I THE N.Y.STATE EDUCATION LAW. X"11"XL'XIxxxxxxx li u u 4'- 10" 5' 6 I/2" Drawing Title I� N ii u u u I STORAGE I ' EJECTOR PUMP = I I� II II II II I X - L=----____ CV EMIR Basement Floor Plan I II II II II II II II II II I i I 28'- 1 1 1/2" ii ii a ii 16'-4" ° 7-8 1 /2" P' 9" 0' 9 1/4" 1 Ll 77 da d 4 _ d _ _ •d Q.. _ el° z d _ °d d A _ e d 9 -- — — — — J — JM2 No: 2023-0914 DATE: 9.10.25 31'-0 3/4" 16' 411 1 1 :3/4" 5'-9" 34'-6" 6'-7 1/2" DESIGNED BY: BK CHECKED BY: JM SCALE: As Noted SEAL 51GNATURE: LEE s 0 6 yQQ` F F N E� DWG No: T.O. Basement 51ab 17 14�� _ I ._a.. �C-7-9) I i I, 97 -0 Architect of Record: 30'- 11" 35-2 114" 30'- 11" f o 12' 6" 12' 6" - _ 12' 6" 12' 6" 12' Gil- -7RC I T E C T U R E O P C �o 0 0 o JM2 ARCHITECTURE, DPC inn Ln Ln Ln 2410 NORTH OCEAN AVENUE SUITE 300 PARMINGVILLE, NY, 11738 10' 0" I I' I 0 3/4" I I' 0" _ T I G31,320.3305 15'-0" 15'- 1 114" 15'- 1 1/4" 15'-0" 10 Applicant: Nlckolas Mirando 0 183 Smithtown Blvd. Nr Nesconset; NY 117G7 BEDROOM LIVING BEDROOM 63 I-813-615 2 BlIDROOM Owner: LIVING/DINING LIVING/DINING BEDROOM �r Handy Pantry Stores Inc �- 183 Smithtown Blvd. Nesconset, NY 117G7 G31-3G 1-9440 v- �r CIO Surveyor: N N Aerial Land 5urveymg D.P.C. 200 Orville Drive, Unit 495 Bohemia,NY 1 171 G 833-787-8393 YALK IN CLOSET ASTER BATHR00 �- I WALK IN CLOSET I I °' I I WALK IN CLOSET I BATHROOM T. � n 9'_0" 5'-7 114" G'-0 3/4" 9' 0 /2" I CLO, I WALK IN CL05ET 9'-0 114" G' 1" L 5_7 114" J 9'-0" Ln - - - - 41 Olt - I 41 OII J Project Info 01 12'-71/4" 2'-0" I 2' 0" 12'-7 1/4"� -=-=- �, ;2' 0" 3' 7 I/4° r - - — — — — — — — Cn .10 CHEN/DININ I �' _ , Proposed Multi-Family CqO. 19, 6" I 18'-5 3/4" Tir77 01 G' 0' 19'-G 1/4 -- -- , I I BEDR00 0 15 0 New 5 u ff o l k Ave. Mattituck, NY 1 195 2 _ BEDROOM 5' 5" _ 4' 0" I ( I _ 4' 0" 5' 5 I/4" o - KITCHEN I �� I KITCHEN o BATHROOM _, I. ----= =— o 7 026 -B 2 2 FC 11, 1 wg 1 ,.I BEDROOM �N - 7 n— BEDROOM o CLO. CLO. CLO. �T, CLO. 5' 2 3/4" 01 4' 0" 4' 11/2" Revisions 0 4'-4314" - - — 41-511 0 - - � - Sent for Owner Review 10.2.25 BATHROOM BATHROOM _ CLO. Planning Filing Set 10.5.25 CLO. L? o o n Added Sanitary Drawings 10.28.25 � DCNIO� v- v Updated per Town Comments I.G.25 15'-0" 2'-0" 0" 10'-l0("Jl I 2'-0" 15' 0" Planning Resubmission Set 2.27.26 II I 0 II II 12I-6 9 12I- 10, 51 -0II n, 13' 10 I/2" 5' 0" 12' 6 3/4",0` 9' 0" 12' 6" 01 - O r— — — — --" i CLO. N - - CLO. -_ — — b — — -1 10 n IJ LiI n BATHROOM I I ATHROOM KITCHEN - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS m Or IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y.STATE EDUCATION LAW. BEDROOM LIVING/DINING ii ii ii ii 17 4 5 _41 BEDROOM Drawing Title I I i I I ,- 11 9 5 .. II II a II LIVING/DINING — O O II I II II II II II I I I I I O cv T--u--JI- A c= O FIr5t NOOr Plan II II II II II II II II II I I II II II II II it II II II I I � it II II II II II II II II I I II II II II II II II II II I I 5'-0" 81- 1 1/4" 4'-0" n u II u _ n u u n IIIG'-4" II a 4'-0" 81- 1 114" 5'-0" CLO.%J ii H 11 - - sz CLO. N JM2 No: 2023-0914 DATE: 9.10.25 41'-0" 15'-0" 41'-0" DESIGNED BY: BK CHECKED BY: JM SCALE: As Noted SEAL SIGNATURE: LEE A, '0� n -9�.� 0 3946 �pQ� F I�.J F NEB 97'-0" DWG No: I Flr5t Floor 1 — 1 1 /411 _ 11-011 C 7. I e I i 93' ° Architect of Record: 32'- 2" 28'-8 1/4" 32'- 2" f RC ITECTU R EDPC JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 631.320.3305 it 1! _-- I t - -- ! I � I I': I I "' —I � App Ican Nickolas Mirando Smithtown Blvd. - - - - -__ _- - Nesconset, NY 117G7 �116 - -- ---- ---- ----- ---- _ G3 I-813-G 152 -- -- -- - ----- Ln 13'-G" 12'-6" 13'-9 3/4" 13' 0" Ln 12'-G" 12'-6" _ __�_ Owner: _._. Handy Pantry Stores Inc 183 Smithtown Blvd. -- — - - 7G7 NI esconset, " I_ " 1_ II I_ � I_ " 1_ " 3 0 4 I I I/4 13 0 13 0' 4 I I I14 13 0 - _ N F - -_ Surveyor: -- - Aerial Land Surveying D.P.C. u, WALK IN CLOSET o ALKIIN CL05ET - - 200 Orville Drive,Unit 495 - � LIVING BfEDR00M -' v� - - - L- - - Bohemia, NY 1 1716 77 -�-- 833-787-8393 -�- BEDROOM `F BEDROCK �o �o BEDROOM N BEDROOM - - WALK IN CLOSET m m WALK IN CLOSET m —--i —. ProectInfo o J - d 4'- 1 1 1/4" I WALK IN CLOSET m 4'- I I I/;- —1= -- N. L d== 0" 21' 4 114"- - - - - - - - - - - - - - - -21' 9" 10' 0" roPo5e u i- ami y UU -- 150 New Suffolk Ave. 5' °i, 20' 9 3/4" 6' 0" 5'_Oil �; -j_ 1---__-- Lr) BATHROOM - I I I - - I BATHROOM �- -____ Mattituck, NY 11952 KITCHEN/DINING _ ` b O cob ` —A 51-011 51-011 BATHROOM s FEB 2 7 2026 I t_r. D Ln LIVING KITCHEN/DINING KITCHEN/DINING LIVING o � C - N �, 9'- 10 1/4" 5' 0" 6'- 1 11211 N Ln - N CLO. CLO. CLO. N - ReVi510ns Sent for Owner Review 10.2.25 Planning Filing Set 10.6.25 N Added Sanitary Drawings 10.28.25 Updated per Town Comments 1.6.25 Planning Resubmission Set 2.27.26 - 14, 0 2 - - - - - 14'-0p" '-0" 9' 0" 3'-0" 1 T 9 1/2" 12' 0 3/4" 9' 0" 2' 0" ) 1 = -I _ - - __ - O O �, BATHROOM C 0. BATHROOM CLO. w _ �_ CLO . � _ BEDROOM - _ -- �o BEDROOM _ , THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE,AND - - KITCHEN/DINING A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, KITCHEN - - - D.F.C.ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 o IN A VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF - - — --_ THE N.Y, STATE EDUCATION LAW. NiN -- - �- Drawing Title . IN , � - ---- x - - - -- - - m ---- _- O 16' 4" n u O - - - 5! 9!! Second Floor Plan � I I I I I I I I - � LIVING 3'-6" LIVING/DINING BEDROOM - N -BEDROOM `= -- - - - CLO .' v C 0. __-- - _ --- -- _  _ -- I I' :7:1 4" 2' 13' I I/4" JM2 No: 2023 0914 1 - - -- -- - -- - - � -- _-- .--- DATE: 9.10.25 - - - - I -� 12 6 Gil 1 I I2 - -I -- CHECKED BY: JM SCALE: As Noted EAL SIGNATURE ED C I '9T 39 y0 NEB DWS No: 2 '9' °11 Second Floor I s ■ I �_��� C-7.2 ELEVATION KEY NOTES Architect of Record: OVER5ATEX XCEED 4 1/2"LAP PVC WOODGRAIN SIDING. I. COLOR:SANDCASTLE(EX5D45 I GSACA) AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. Kid IT E C T U R E D Pc O COLOR: SANDCASTLE JM2 ARCHITECTURE, DPC O 243 AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X I I/2"BATTENS. 10 NORTH OCEAN AVENUESUITE 300 COLOR: WHITE FARMINGVILLE, NY, 11738 -, PROPOSED DOUBLE HUNG WINDOW WITH GRIDS. COLOR: WHITE T 63 1.320.3305 VERSATEX TIMBERBOARD PVC TRIMBOARD. COLOR:WHITE PROPOSED SLIDING DOOR WITH GRIDS. DOLOR:WHITE VER5ATEX TIMBERBOARD PVC TRIMBOARD. COLOR: WHITE Applicant: COLONIAL SEAM METAL ROOF z Nickolas Mlrando 6 .j r r COLOR: SLATE ' O 183 Smithtown Blvd. - _ -- - — Nesconset, NY 11767 VERSATEX 8"CROWN MOULDING PA8CROWN ( ) 63 I-813-6152 • COLOR WHITE - - - — Owner: - -- AZEK TRIM _ _ O I 8 COLOR:WHITE Handy Pantry Stores Inc 183 Smithtown Dvd. - _ TF VERSATEX WATER TAB ( CBWATERTABLE 18') 767 _ . O --.I ..-.I.--.IIl�'I---I.li-----II. _II--:-_..�L I,II—.—=I I.--+.-.II.„-._-_-OI�--a1 i_.-mII—...�OI.-,-.--,I-.__—'�•k,Ii II.II-,__-III�.z_L--.-.II-___;_-1I.0_.-.I�--I._-,L.II--_�I_-I.4 II.---,_—-�-.�--{-I--1I 0-.-�—fi'I s i--t I-I:—lI�--1.--II----�II I�I-t-J_I�•--�II aI--I=--t I---_lI--II!-II�+II-----1I—II-II iI-'-'Ill Ir✓I�II� 1I-I.—_--I,II+{---�--�IIi'�UI}':-_-----O__I 1 I'1'III iII--------1I���_---II--"-I-_��-•��_I._I_TII��_�;i.O_---------II---�.�-{,.µ-.!II�I,-"I.-1-'�I II F---- -II-- -- II I GI - CC—IIOLL- IO O IIrIIi— -RRt-� '- I �IWD:I R---�HII IIFTI TEW � I-- �O1iII --C-D I II- II n 11I11894205 I — DIDNE.SPPUPSAGllepaa.CI3ndGnnVtnna.1NIiitOfnn-AeoE 3ggLdND r GA FRY OpT iB1e l ewi-UIsnYO9rgnu N:4 eb TNAS rom4 UOewR0 Surveyo r enF s Hw i: VERSATEX TIMBER RIDGE STEALTH CORNER_ _: O Aerial Land SurveyCoS nOengoEw R mSC D.F.C. .P-77 77 .C.�d L> COLOR: WHITE 200 Orville Drive, Unit 495 -�NA : '777777� Bohemia,NY 1 1716:. 77 .777 : 7777 77i . - » ' 7 VERSATEX CANVAS SOFFIT WITH MATCHING CROWN (fYP. ALL BALCONY CEILINGS) 833 787 5393 12 10"DIA FLUTED COLUMN WRAP, ANUFACTURED T.B.D. COLOR WHITE TTI ' NAUTILUS SERIES 10500 36""LING COLOR: EE WRAPPED SOFFIT PAU COLOR: HITE I � Project InfoI _- A- 5STONE WATERTABLE North - Rendering 2 Proposed 3/ 1 Gil 1 1-011 U �M7S� 2 E 10RO UoSQ9 F E F2E SlT6 t D UEH NB E lxS- -��EtiD ;E5 IBF VgD IySOac y�ICO �m2U�11�Ni00.M 1 jQ2,.2..�872G�E.i N....Ol2222 Ty 150 New Suffolk Ave F5556S. Mattltuck, NY 1 1952 FEB 2 7 T.O. ROOF 32' I I Revisions Added Sanitary Drawings 10.26.25 � - 3 I -T-1 -� L+H' Lit -Second Floor Celllnl 22' - 0" — THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AN D AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, THE N.Y.STATE EDUCATION LAW. 55 4 ==EM 4 Drawng TitleEFTI Elevation5 Second Floor First Floor Ceiling 01 - II JM2 No: 2023-0914 DATE: 9.10.25 BK 4 5 4 5 4 4 CHECKED BY: JM A—L h SCALE: As Noted SEAL SIGNATURE: FIr5t Floor — 0 0 — — - - - - - T.O. Basement Blab -I 1 - 01' _ 9I—I IU — I — CIOI �- DWG No: North II •1 /4 1 - MIF IS I Architect of Record: ELEVATION KEY NOTES ' OVERSATEX XCEED 4 I/2"LAP PVC WOODGRAIN SIDING. COLOR:SANDCASTLE(EX5D45 I G5ACA) AZEKWOODGRAIN a;; 1 003 BOARD AND BATTEN WITH 3/4 X I I/2"BATTENS. RC I T E C T U R E DPC COLOR:SANDCASTLE JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X I I/2"BATTENS. SUITE 300 COLOR WHITE FARMINGVILLE, NY, 1 1738 R q d k af z r N${s f, 'd � E �x1 k' i OO5 T 63 I.320.3305 14 VERSATEX TIMBER50ARD PVC TRIMBOARD. COLOR: WHITE PROPOSED DOUBLE HUNG WINDOW WITH GRIDS, COLOR:WHITE j. PROPOSED SLIDING DOOR WITH GRID . COLOR:WHITE _ P j VERSATEX TIMBERBOARD PVC TRIMBOARD. COLOR: WHITE _ _ II.�_.r_i._—I{---�__-_.�,,III-_�II_;.`Y.I_._--_,:,__�._-_._.r•-_, . r 'iIII �-_1 I---_-- - - --— - _---I --- ---I1 —1--- I1 ') � 1-- 18I�81 925 I THSR6EAeS3vEi1 1s iD8og Rn 1sRA 3I eIW s6 uI N ab1 G5m n2Sis ts FAi'oEL•n COLONIAL EAM META F Nickolas Mirando COLOR:SLATE r � I83 S thtown Blvd. nA E.. Nesconset, NY 1176 l7 VERSATEX 8"CROWN MOULDING(PABCROWN) COLOR WHITE Owner:AZEK TRIM Handy Pantry Stores SInc COLOR. WHITE___ I83 Smithtown Blvd. --- -. Nesconset, NY 1 1767 _ _ VERSATEX WATER TABLE(PC5WATERTABLE-18' COLOR:WHITE Surveyor VERSATEX TIMBER RIDGE STEALTH CORNER COLOR WHITE Aerial Land Surve m9 D.F.C. .P.495 rff fin �7 . 200 Orville Drive Unit Bohemia,NY 1 1716 " VERSATEX CANVAS SOFFIT WITH MATCHING CROWN P. ALL BALCONY CEILINGS i COLOR DRIFTWOOD 3 787 83 3 ._._. _ __.. I IA ROUNDFLUTEDOLUMN WRAP, MANUF CTURE B.D..-_.__.._ _. a ____ __. COLOR WHITE 12 _ __ ___ _ __-_ INTEXT NAUTILUS SERIES 10500 36 RAILING _--- --- . 71 COLOR:WHITE WRAPPED SOFFIT COLOR WHITE __.. Protect Info ( STONE WATERTABLE 5> ProF05ed T ,MS R. E Ent NsTi -O z AFF p' �S tiaEyR�' FmV2�1p9 i0IC2�Q. i,n.l22y South - Renderin_q 2 150 New 5uffolk Ave. 3/ 1 Gil 11-011 56 , Mattituck, NY 1 1952 G3CCc 1T1 FEB 2 7 2026 SOUTI �Lb T.O. ROOF 32 - 1 1 en orOwnerReview I it 0.8.25Planning Fdmg Set 1 Added Sanitary Drawings 10.28.25 _ i t Updated per Town Comments 1.6,25 Plannin I fO I -1 1— —J 5econd Floor Ceiling AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS DIS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. Drawing Title4 Xy vi LL 5econd Floor 12' 0" _ I -- 10 First Floor Cellng JM2 No: 2023-0914 DATE: 9.10.25 DESIGNED BY: 4 4 IO CHECKED BY: JM SCALE: As Noted Fu SEAL t SIGNATURE: EDC FIr5t Floor 0' - 011 T.O. Basement 51ab — — F0 3945 =I=IJ I=IJ I=IJ I=IJ I — —IJ I IJ 1 I-41U I I I 1 1 I . 10 DWG No: I I �1 �1 South 11 1_0II 811 I ELEVATION KEY NOTES Architect of Record: Ile VER5ATEX XCEED 4 1/2"LAP PVC WOODGRAIN SIDING. ¢ , O COLOR: SANDCASTLE(EXSD45 16SACA) : s OAZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. r" FRCFI T E C T U R E oP� COLOR:SANDCASTLE JM2 ARCHITECTURE, DPC IN BOARD AND BATTEN WITH 3/4"XBATTENS. 2410 NORTH OCEAN AVENUE r f AZEK WOODGRA I / SUITE 300 x ff COLOR. WHITE v ; FARMINGVILLE, NY, 11738 I2�� T � 631.320.3305 PROPOSED DOUBLE HUNG WINDOW WITH GRIDS. COLOR:WHITE i ' -a VER5ATEX TIMBERBOARD PVC TRIMBOARD. COLOR: WHITE i Q j 5. 3 y { �L i T � e f Y s r •. PROPOSED SLIDING DOOR WITH RID� # G S.COLOR: WHITE ; 4 { pp[[ L q i '> 5 n r r _r VERSATEX TIMBERBOARD PVC TRIMBOARD. COLOR: WHITE �r(,_P }i, ' y r �_ c;, a.- y _ _a_.a. . : m�a s :, METAL ROOF COLONIAL SEAM Applicant: O Nickolas Mirando COLOR:SLATE 183 Smithtown Blvd. _: :_:_- _ _. 767 i , esconset, _11—u - VERSATEX 8"GROWN MOULDING(PABCROWN) _. .._ ® _ ..._ COLOR WHITE I : _ _ _. .-, .. __ L :;e.__.e handy Pantry Owner: Inc - - - - . I Ij' 8 COLOR WHITE Y K RIM __ I ` 183 Smithtown Blvd. _- -- -- _._. VERSATEX WATER TABLE(PCBWATERTABLE 18') --' - — Nesconset, NY 1767 __ _ 6 4 40 - f I I� 9 COLOR:WHITE � Surveyor: R RIDGE STEALTH CORNER O ERSATEX TIME Aerial Land Surve in D.P.C. "~ O COLOR:WHITE Y g 200 Orville Drive,Unit 495 COLOR DRIFTWOOD VERSATEX CANVAS SO N S Tf _ _y - - 10"DIA. ROUND FLUTED COLUMN WRAP, MANUFACTURED T.B.D. - - - LL I2 COLOR. WHITE I I III � ' HI -- -- .,_ - - Ell _ i - . _ INTEXT NAUTILUS SERIES 10500 36"RAILING II ' LA+ COLOR WHITE IIII rl _- -... ._.® _ . __._.. -- ._._. ..: .. __.._ _ .__... a._._ _ .__.. ._ . WRAPPED SOFFIT I'I O ,: - — - _. - _. _ _ COLOR WHITE Project Info 5 STONE WATERTABLE East - Rendering (�2 3/ 1 6,r = I ,_C„ C_8.2 ProroSed Multi-Family 150 New Suffolk Ave. Mattituck, NY 11952 I; FEB 2 7 2026 ' T.'0. ROOF _.. rug ` - - I I f I • I -�+- � I ;! -I�OI- i- �'- ',--- - -��- - - --� -- -'-- I -- Revisions Sent for Owner Review 10.2.25 Added Sanitary Drawings 10.28.25 , -- {'I - - Updated per Town Comments 1.6.25 O - - - - - - - - - Plannin bmi n -:_ g Resu ss o Set 2.27.26 FI E - - i- - _- - - -- _ _•-_ - i,__! _,I`- - _- - - -_ __ - __ �,__ - I- - '_ _.-i} -- -- t � Second Floor Ce!Iln� 221 - 0" - — — 7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND -- - AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, 14 D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 - - - IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF p THE N.Y.STATE EDUCATION LAW. 4 4 4 4 4 5 4 I Il " 12 II III Drawing Title r I!I Elevatlon5 Second Floor ,_ � _ ! _ il F{rr5t Floor Ceiling — - la' - o" - JM2 No: 2023 0914 I' I DATE: 9.10.25 I' I - I wP' DESIGNED BY: BK 5 4 4 4 4 4 4 IO N f' � CHECKED BY: JM III II II -- - - — �� -- - - - 9 SCALE: As Noted - SEAL SIGNATURE: 1 ED 5 Flr^st Floor � � _ I R 0' - 011 �I I I�III—III—III�III I I I I III—I I ICI I I I IIII III—III I I I I—III I I I I I�III—I I I I I I t I I I—I I I—III—III—I 1�1—III—IIII I I I I I I I I—I I I—tl I I I I I—I I I—Ii I�I I I�I I I I—I I I I I I I I I I�I I I I I I I ICI I I—�fl I I—II I I III—i �` �° �9 -a 1 s � � T.G. Basement Slab_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - _ �y�, 0 3945 0Q� -I I' - 0" -III=III=III=1 I I=I I I=I I I=I 11=I ICI 1 �=I I � F NEB y — — — I I—I I I_I I I—III—I I 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 tI—I U_I t�—I tl—I �I I —I �I—I —I �I—I�I—I� I—I� I—I�I—I� I—I� I—I� I—I�I—I�I�—I U-�—I I I—I I I—I I I- DWG No: —1 I I-1 I IOI I I III IiI III-I I I—III-1 I IOI I I III III-III III-III-III III—III III—III III-III-III-III I I IOI I I-III—III—III-III.III. I I I_I I I—III—III-III-III III-III—III III III I East IU = 8 , 2 114{{ = 1 1-011 r i ELEVATION KEY N OTE5 Architect of Record: , OVERSATEX XCEED 4 I/2" LAP PVC WOODGRAIN SIDING. COLOR: SANDCASTLE(EX5D45I65ACA) ' OAZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS, RC I T E C T U R E DPC COLOR:SANDCASTLE JM2 ARCHITECTURE DPC 2410 NORTH OCEAN AVENUE O AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X I I/2"BATTENS. 3 COLOR: WHITE SUITE 300 FARMINGVILLE, NY, 11738 � RITE 31.320.3305 VERSATEX TIMBERBOAKD PVC TRIMBOARD. COLOR:WHITE 4 PR POSED DOUBLE HUNG WINDOW WITH GRI r > PROPOSED SLIDING DOOR WITH GRIDS. COLOR:WHITE I a O VERSATEX TIMBERBOARD PVC TRIMBOARD COLOR WHITE Applicant: a ? n. y : 2 r � ell 4' y ?YY"� r 4 t � , S' rt r k - - METAL ROOF Nicclas Mirando � y P � y � � � x F r T 3 6 COLONIAL SEAM COLOR: SLATE 183 Smith"own Blvd, t f g f I � 5 -� 4 Nesconset NY 11767 4 �w II VERSATEX 8 GROWN MOULDING PA OWN 631-813-6152 COLOR WHITE j i Owner: AZEK TRIM Han Pan for In 8 d t S es c COLOR WHITE v 183 m town Blvd 767 - R TABLE( CBWATERTABLE-18') Nesconset, NY I I VERSATEX WATER _ ._..___.. : TP LH ....-.:. . 9 631-361-9440 : � E EP - _ 77 COLOR:WHITE - ;:. 4. ( Y_ VERSATEX TIMBER RIDGE STEALTH CORNER Sr�a Land SOe In D.P.C. 10 _e O COLOR WHITE y -. _.. - - I - I. �'- - �- _ 200 Orville Drive, Unit 495 _IEE Bohemia, NY 1 1716 VERSATEX CANVAS SOFFIT WITH MATCHING CROWN (TYP. ALL BALCONY CEILINGS) IIII 833-78 8393 "I k II 7 COLOR: DRIFTWOOD 77 �_�;.w. =:=.�.. t. 77 �_ . � - ,� r O 10 DIA. ROUND FLUTED COLUMN WRAP, MANUFACTUREDT.B,D, 12 COLOR:WHITE ff -_ OSERIES 10500 36"RAILING COLOR WHITE 13 IN TEXT NAUTILUS M_.y _. _:. - _ . . - . ._ - I _ _ .. ._. ._; .. COLORS WHOEFIT Flu : � Project Info 47" - -44 STONE WATERTABLE _ m - - iN I LI s Proposed Multi-Family 150 New Suffolk Ave. West - Renderin� 2 Mattituck, NY 11952 3/ 1 Gil _ 1 1_011 �8.3 i I FEB 2 7 2026 T.O. ROOF _ { _ _ — _ _ — _ — — _ — — Revisions 32' - I I"— — — - - - -' - - I -�}- - �- -�; - - =iLl- - ��- -{- ;- �- - - �- - I - +— — — — — — — — Sent for Owner Review 10.2.25 I � ' I � I - Planning Fdmg Set 10.8.25 - - - - - - - - -- Added Sanita Drawn s 10.28.25 ' I I I I - rY 9 - - 6 - - - t - - - Town C come .6,25 Updated per To' o nts i -_r�- ,I Plannln Resubmission Set 2.27.26 g � i- —� F -_ - - - 1_�- � �I!� ' mil- - — -- - — r _ '+� --(-- - : I I I } I I ,}- I ! ; jr��,- i � I I' ► �f_ =� ! I, I � I , I .I I I I 6 - I i- P-1 _l 3 - THESE DRAWINGS ARE AN INSTRU T ' -- - --�-_. -- ;I--II- - -'1 - - - ll Second Floor Cellln — _ - � -�- - - _ - - - � - '--- - - '- -- --- - � - -�-- MEN of sERvicE,AND 22' - Oil - -- - — — — AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, D.P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF -- _ THE N.Y.STATE EDUCATION IAW. 14 I 4 5 4� 4 I 4 4 4 Drawing Title 2 --- jii I 77d] bevatlon5 ti I ec n floor �'11 fill 5 o d F o0 tl t — —I' {I— — —r - } - — — — Flr5t Floor Cellln ' r l 0t - oil JM2 No: 2023 0914 DATE: 9.10.25 II - -_ DESIGNED BY: BK d 'I CHECKED BY: JM 10 I 1 4 4 4 4 4 4 5 SCALE: As Noted All U LLL I I -_--_ - -- - - -- -_ - -- - -- - - _ -- - -- - - - - - 5EALf51GNATURE: ED 9 RUE �c �� i i F 15 9 First Floor —Iff I s. 0 >394b yOQ� T.O. Basement 51ab F NE`N J -II' - OIL — — — — — — — — — — — — — — — — - -III—II—ICI—ICI—ICI—I�I—ICI—I_l I—ICI—ICI—ICI—I I—ICI—LEI—I�I—I� I—ICI—ICI {ICI—I�I—I I—ICI—ICI—ICI—ICI—ICI—ICI—I�I—ICI—III I I—I I i—III—III—III—III—III—III- DWG No: I I-1 I I-1 I I-1 11�111—Ill—I1l—Ill—lll�ill-111—Ill—Ill—Ill—Ill—Ill—Ill—I11-111—Ill-111—Ill—Ill-111:—I11—Ill-111=111�111=Ill—I1l—Ill—Ill—I1l—Ill-111�1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 West 1 e Y 114 = 11.0��� C-8.3 8 , 3 I HISTORIC SITE: 13250 MAIN ROAD BUILDING SURVEY OF LEGEND: — GREATER THAN 500' FROM SITE PROPERTY ® CATCH BASIN N2°4��y�ING SI TUA TE ® DRAIN GRATE M ATTI TU CK , TOWN OF SOUTH OLD FIRE HYDRANT SUFFOLK COUNTY, NEW YORK LAMP POST TAX No. 1000-11400-1200-003001 SCALE 1"=30' OVERHEAD UTILITY WIRES MARCH 31, 2025 qu UTILITY POLE AREA = 88,014 sq. ft. ® MANHOLE 2.021 ac. TREE -�- SIGN ' WATER METER V WVWATER VALVE o? EM® ELEC. METER o GM® GAS METER - - - UNDERGROUND GAS LINE UNDERGROUND WATER LINE UNDERGROUND TELEPHONE LINE r N 480.37 _ M ---- AVEN V - . • - o ---- K• ) � � ,�.ors���� M -�•� S T T vFF OL a,.s— coN • I ~ p6y6L�0As�"'"a�s M -- ?0 � .�a�s-� 0.6'N G �� �o� M'•°�'�•—'� I —�Ca�s C SIDE zoll M _\ —as\� 3'BLOCK RETAIN WALL OI 1� u—jReo� 2, RETAN.WALL / , I I 16 Ln Ng� 19 3 04_a�— 1 z 1 so— 4—GAS �D o.2'NGo 0.4'N ^ ARKING LOTS / / I r ASPHALT P `\ J DRIVEWAY 1.3' P ` I \ ® ®ASPHALTG.ORIVEMIA CURB � / ! Tax Map Lot 4.1 N/O/F 0.3'S 1 w/GON 5% 76 � I ® ® 2 t?� of GREGG FISHER PARKING LOTS Cx I !\ 4y Tax Map ® / WAY i1g� c3 -�tpHAC CURB Lot 3.1 SH9 GATE �•-� g CFIAINLINK ONCE £ 1 pNf`NING da CONC. MER u, 11.7' o W TRANSFOR 1 TOR If Y 1—S 1 1 IBU1L IDI41 Oa ' ND 50 00 I t Z I ► 8.2' ® 00 SIGN 91 IL- g'cHA • • � �� ` 24'� ^� 2I .9'W \ I � a I \ I 121.9 � N c SDEWAuc Creek Landing" 527 g6, P I — rn= •P ® LOT 4 ,Map of Plat of Du 017 $+g . g 1.9�• — — � SHED B AWNING ® 00. GA .214 0 2 Filed No 1206� � . • 7.0� f OCT 0 9 Z025 I U M $FI I ® AY ® u Map W 0.2W 1 wSpT DRI ! a. I SOIJiHOLU 7D!'YPJ 1-- Q I J C CUR _ � P W 4N ® 3'BLOCK WALL 0.3 FLANN1NG SnARD L , E i ol1 C NG SIDE W D•,'S 4S AERIAL LAND SURVEYING D.P.C. Lot 2 N/0/F ofNOTE: LOCATIONS AND EXISTENCE OF ANY GAS / Tax Map pROpERTIES LLCSUBSURFACE UTILITIES AND/OR STRUCTURES NOT 53 PROBST DRIVE READILY VISIBLE. ARE ANGELINA O CERTIFIED. SHIRLEY NY 11967 CERTIFICATIONS HEREON ARENOT TRANSFERABLE. z 1 AY PHONE: 833 787-8393 pSPHALT RRBW / E—MAIL: SURVEYS®AERIALLANDSURVEYING.COM 0.3'W w/CONC•ICU WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER IDISTRICT:1000 LOT:003.001 BLOCK:12.00 SECTION:114.00 PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE W 'UNAUTHORIZED ALTRATION OR ADDITION TO A SURVEY MAP BEARING A • g 30„ v LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, i S8� 2 MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAIN' "Copies from the original of this survey map not marked with an original of the land surveyors Inked seal or his embossed seal shall not be FLOOD NOTE: By graphic plotting only, this property is in Zone(s) MAP OF: "NOT ON A FILED SUBDIVISION MAP" considered a valid true copy.* *Certification Indicated hereon signify that this survey was prepared in accordance with the existing Code of Practice X for Land Surveys odopted by the New York State Association of Of the Flood Insurance Rate Map,Community Panel No. Profesional Land Surveyors. Said certifications shall run only to the 36103CO481H ,which bears an effective date of TITLE N0.• N/A person for whom the survey is prepared, and on his behalf to the title 09 25 2009 company, governmental agency and lending Institution. Certifications are and is in a Special Flood Hazard Area.' n I not transferable to additional Institutions or subsequent owners,'NOTES: 'V MAP FILED DATE: N/A 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM COUNTY TAX MAP ID: 1000-11400-1200-003001 EXISTING ELEVATIONS ARE SHOWN THUS: X000.00 SITUATED AT: MATTITUCK, TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: N/A W 1,k L� COPYRIGHT 2025 RALPH HEIL F=i- NICKOLAS MIRANDO AERIAL LAND SURVEYING, D.P.C. w JOB NO.: 25-890 � 0 DATE: MARCH 31, 2025 0 NOTE: NO WELLS WITHIN 150'OF THE PLOT PLAN LEGEND GENERAL N OTE5 51TE DATA Architect of Record: PROPERTY DRAIN COVER TOWN OF SOUTHOLD REQUIREMENTS 5.C.T.M.#: 1000- 114- 12-3.1 JM2 PROPERTY ZONING: SOUTHOLD(HB-HAMLET BUSINESS) NOTE: FIRE HYDRANT ON OPPOSITE SIDE OF 20,000 5F REQUIRED PER BUILDING ON 51TE-2 BUILDINGS X 20,000 = 40,000 REQUIRED USE: COMMERCIAL BU51NE55�MULTI FAMILY RESIDENTIAL MAIN ROAD APPROXIMATELY 100'NORTH OF O MANHOLE COVER(SURFACE AND SUBSURFACE) 51TE AREA: 88,043 5F(2.02 ACRES) RC I T E C T U R E D PC THE CORNER OF THE PROPERTY PER TOWN REQUIREMENTS UNITS MUST BE A MINIMUM OF 850 5F,ACCESSORY UNITS CANNOT EXCEED 850 SF. 50% BUILDING AREA: EXISTING COMMERCIAL BUILDING 10,031 5F so _p MAX ALLOWABLE RATIO OF MAIN UNITS TO ACCESSORY UNITS. PROPOSED 5 MARKET RATE AND 5 WORKFORCE UNITS NEW MULTI FAMILY FIRST FLOOR - 5,987 5F JM2 ARCHITECTURE, DPC G� NEW MULTI FAMILY SECOND FLOOR 5,1375 2410 NORTH OCEAN AVENUE ADA PAZKING SYMBOL UNIT 100- I BEDROOM- G30 SF(ACCESSORY APARTMENT) TOTAL AREA -21,155 5F SUITE 300 UNIT 101 -3 BEDROOM- 1,498 5F OCCUPANCY CLA55: BUSINESS, MERCANTILE, R-2 RESIDENTIAL FARMINGVILLE, NY, 11738 O PARKING SPACE COUNT UNIT 102-2 BEDROOM- 1,188 5F CONSTRUCTION CLA55: EXISTING BUILDING- T 1631.320.3305 UNIT 103-3 BEDROOM- 1,496 5F PROPOSED BUILDING- UNIT 104- I BEDROOM- 667 5F(ACCESSORY APARTMENT) DESCRIPTION OF WORK NEW TWO STORY 10 UNIT MULTI-FAMILY BUILDING ON UNDEVELOPED REAR TEST BORING LOCATION UNIT 200-2 BEDROOM- 812 5F(ACCESSORY APARTMENT) OF EXISTING COMMERCIAL LOT. SITE IMPROVEMENTS A550CIATED WITH NEW kv UNIT 201 -2 BEDROOM- 1,192 SF BUILDING INCLUDING PAVING, DRAINAGE, LANDSCAPING, LIGHTING. UNIT 202- I BEDROOM- 849 SF(ACCESSORY APARTMENT) TRANSFORMER UNIT 203-2 BEDROOM- 1,139 5F NEW BUILDING WILL BE PROVIDED WITH 5PRINKLER5 THROUGHOUT Applicant: UNIT 204-2 BEDROOM- 750 5F(ACCESSORY APARTMENT) Nickolas Mirando 183 Smithtown Blvd. PROPERTY LINE KEY MAP Nesconset,NY 11767 631-813-6152 FIRE HYDRANT o _ °CFueSr°H-e p m PARKING CALCULATIONS W0P`�'"7e ° " owner: P �q R Y Coi-el Church Handy Pantry 5tore5 Inc PROPOSED CONC CURB yes O Eovelaoekreh,h ca ANa-o 183 Smithtown Blvd. PARKING REQUIREMENTS WeetpAaiand MahluCk 0 " � Ne5Con5et, NY 11767 CONVENIENCE STORE I SPACE PER 100 5F OF GROSS AREA 4,056 SF/ 100= 40.56 SPACES w' °' "" �a`er`rontePe G31 36 19440 IAUNDROMAT 75 SPACES PER WASHING MACHINE 31 MACHINES X.75 = 23.25 SPACES , �- � _ ,.,�ew Suffolk Are . 06 EXISTING CONC CURB ,a�9Ma�a�, pa Y 50 BARBERSHOP 2.5 5PACE5 PER SERVICE CHAIR 3 SERVICE CHAIRS X 2.5 = 7.5 SPACES NSW tte *"° Surveyor: MULTIPLE DWELLING Ne«5"° Aje r Aerial Land 5urveymg D.P.C. cP ` eve g„Bofk Ave New 5„itolk Ave UTILITY POLE 200 Orville Drive,Unit 495 1-BEDROOM- 1.5 5PACE5 PER UNIT 3(1)BEDROOM UNITS X 1.5 = 4.5 SPACES Bohemia,NY 117 16 2-BEDROOM-2.0 SPACES PER UNIT 5(2)BEDROOM UNITS X 2 = 10 SPACES Epn, -pa.0 833-787-8393 G GAS LINE (.25 ADDITIONAL SPACES BEDROOMS OVER 2)2(3)BEDROOM UNITS X 2.25 = 4.5 SPACES O K.bh-Ilh E ELECTRIC LINE EXISTING PARKING ON 51TE-APPROX 56 SPACES(3 ADA SPACES) ESTIMATED REQUIRED PARKING-91 SPACES(4 ADA SPACES) WATER LINE(DW DENOTES DOMESTIC WATER, FW PROVIDED PARKING 81 (5 ADA SPACES) W DENOTES FIRE SPRINKLER) a OCT 0 9 2025 S SANITARY LINE I SOUTHOLD TOWN T TELEPHONE LINE DIMEN51ONAL REQUIREMENT5 PLANNING BOARD REQUIREMENT REQUIRED PROVIDED Project Info LOT 512E 20,000 5F 88,043 5F LOT WIDTH GO'MIN. 175,44' LOT DEPTH 100'MIN. 480.37' Propo5ed Multi-Family FRONT YARD 15 33,I ,121.7 I 51DEYARD IO'MIN. 50" 150 New Suffolk Ave. 51DE YARD TOTAL 25'MIN. CORNER LOT DEMO EXISTING CURB CUT AND 51DEWALK AS REAR YARD 25'MIN. 81, Mattituck NY 11952 REQUIRED FOR NEW CURB CUT(SEE SHEET LOT COVERAGE 40%MAX. (44,022 5F) 15.19%(16,019 5F) HATCH AREA INDICATES APPROX. LIMIT OF AREA IN WHICH CONTRACTOR C 1.1 FOR EXISTING CURB CUT LOCATION WILL 5AWCUT AND REMOVE A PORTION OF EXISTING ASPHALT PAVING TYP. NEW PEDE5TIAN CURB RAMP BUILDING HEIGHT 35'/2 STORIES 33.7'/2 STORIES AND EXISTING CONCRETE CURB AS REQUIRED TO INSTALL NEW CURBS WITH DETECTABLE WARNING,SEE LANDSCAPE AREA7- 25%MIN. (22,01 1 5F) 25.99%(22,883 5F) AND CURBCUT5,SEE PAGE C-4.0 FOR MORE DETAILS. C-4.0 FOR DETAILS. W-- CONTRACTOR SHALL 5AWCUT AND REPLACE 24"OF EXISTING ASPHALT SINGLE STOP BAR PAVEMENT MARKING,TYP. PROPOSED TRANSFORMER PAD, W!�`W--- � G--�G G -:-�- NO PROPOSED CHANGES TO THIS PORTION OF EXISTING SITE ALONG PERIMETER OF NEW CURB. W VV STOP SIGN(MUTCD NO. R I-1) 8'X 8'WITH 8"THICK(4000 PSI)AIR F- ---VtW W W W W W W W W -W W W-EXCEPT FOR WORK REQUIRED FOR NEW UTILITY LINESN W W-� �S WITH PAVEMENT MARKING,TYP. ENTRAINED POURED CONCRETE WITH#4 TYP. NEW 5'-0"PEDESTRIAN BARS @ 12"O.C. EACH DIRECTION. NEW 5 U F FOLK AVE EXISTING GAS CONTRACTOR SHALL INSTALL G'-O"HIGH I SIDEWALK,SEE C-4.0 FOR DETAILS. F I _ EXISTING ELECTRIC EX, DRAINAGE GRATE SCREENED CHAIN LINK FENCE W/A 3'-0"GATE UTILITY POLE I I UTILITY POLE 297 UTILITY POLE NEW CURB Revisions F G----�G GG G GG G G G � G G G G G G G G G G G G- ^ GG G G rG NEW GAS LINE NEW CURB I �! CONC.CURB CONC, CURB' -�- -- - - -- - -- -- - - - - E Sent for Owner Review ' , , ------- --- -- ------------ - - CURB CU -_�---- ----_------ - __ -- - ---- -- - -___-,-_-_----------- NEW F __--_ 10 2 25 -- C� -E � � _ E E _ E E E--��-I--E E E E "E- E�E-='� E E:E'- E E ,_ EDGE E�=E E E E- .E E E E E E E E E E I S' � __T -T T T T-N-B I° 19' 30"-ET._ -T_ -T---�-T T T - --- - o--- - --- - K 480.3 T Planning Filing Set 10.8.25 --- T--Tr - -- 1 CONC.51DEWALK ----- ._--- . � ---- --- -_ --- --- , � G� -� --GONG.SIDEWAL-- � _ --- - n _ --------- -- - - - -- - - - 3 BLOC ) -- - _ - - - - - - - - - - - - - - _- -T TT IT _ T --T-T T T F- f T T T T T T T T CONC. ! - - - cn �T� T TT- �j J�' II CURB CUT 2 Bi OCK RET.WALL K RET WALL G � �G, ¢-G G 24.0' o o . NEW LANDSCAPIN 0 o W' EXISTING LANDSCAPING I� CROSSHATCH DENOTES AREA OF o o C 4.0 m J ' L SAWCUTTING OF EXISTING PAVEMENT FORDW D DW DW DW DW DW' W `�'" W IJ \G �„ NEW LANDSCAPINGro � - - - - - - - - - - - - - - - - - - 17 - NEW UTILITY LINE INSTALLATION TO NEW- - � v FW FW FW- FW FW' F FW F WFFt� - o �// BUILDING AND NEW RETAINING WALL �o ' NEW DOMESTIC WATER LINE DRAINAGE GRATE lLU � W / CJ NEW FIRE SPRINKLER LINE I I \ LI,\ G'G � G G� - � � .. � NEW RPZ HOT BOX � � 1 6I / O \ N R� I /30.9' / �35.2' N l' ASPHALT PARKING LOT ( � ,o jl W �/� / 0 �1 �J C 0 4 `�' FGLJVDW j /30.9 f F EXISTING OUTFALL I C 4.I j� /C7 �N FW THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND W 0 NEW FIRST FLOOR PATIOS I AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. o n O l ANY UNAUTHORIZED USE OF THESE DOCUMENTS I5 IN A U NEV�'3 4.0, l RETAINING _ O ; VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE W ' G) 'l I CROSSHATCH DENOTES AREA OF (:: WA L "' I N.Y.STATE EDUCATION LAW. I A TTI F I TIN PAVEMENT F o S WCU NG 0 EX S GOF I CONCRETE BASEMENT ENTRY STAIR ��to I - ----- - - ------- - CONC.CURB NEW RETAINING WALL 7 / - - - - 1_--- --- _-_: - --_ - -- -i---_ I o 0 ►- ' UTILITY POLES / _.:. ----- - ----- - - -'� I �. 9 NEW 2 STORY BUILDING __ ________ _ �o Drawing Title ------------ � �' ' / / CONC. SIDEWALK AWNING I 0 (10 RESIDENTIAL UNITS) O 4� 1 W C9 f - o SHED X_�-X X WITH BASEMENT "NO PARKING"SIGN(MUTCD R8-3)AT A CLEAR �' _ EXISTING C HEIGHT OF 60"MIN.84"MAX.SEE DETAIL ON C-4.0. DRAIN AND CATCH BASIN 11.7 w 110.2 I� CONC. I O F.F. EL.-22.5 SET BACK IS"BEHIND CURB. Slte Plan LANDSCAPING m I o , / ------ -- - -- - L o� 4 w / _-_-- N I (D I I - NEW FIRST FLOOR PATIO C-2.0 NEW FIRST FLOOR PATIO / / _ASPHALT PARKING LOT - �! I o I C) 0 - - �/ G7 1+ 0 50.0 r v z� / Sul C09 ;l - --- _ UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP 8'2 J I J I NEW CONCRETE 51DEWALK NEW C RUE 51DEWALK SSG / �-I I � o O i I JM2 N : 2023-0914 C � / / � U, 44tl 0 17.8 34.2 I 2 0 cU / / z o CID N GAS ETER z f / ; o- � o TINGE)(15 MULTI TENANT COMMERCIAL BUILDING - z v p Q O z DATE. 9,10.25 10,031 SF -==-_,/_="� -- -1 ---- I o ! ( � I 4 NEW ADA RAMP a0 RESERVED PARKING SIGN(BLUE ON WHITE -- `� 3 BACKGROUND, MUTCD NO. R7-8)TYP.AT A CLEAR O Lp I DESIGNED BY: BK fs :-HEIGHT OF 60"MIN.84"MAX.SEE DETAIL ON C-4,0. - - _ - - -- SET BACK 18"BEHIND CURB. 18 � n�• .p ( CHECKED BY: JM LL, PROPOSED OUTFALL 2 PROPOSED OUTFALL 3 > / j CONC. 0 I � g I NEW ASPHALT PAVING �� DISABILITY STALL STRIPING, PAINTED BLUE,TYP. UTILITY POLE / / ----___________-_. -_____-_.__.____ o o -' SCALE: As Noted O N O °O O I w SEAL SIGNATURE: O / ! / < 5 I_ AC EXISTING ABO O ED A C GROUND TANK o = '� / ,/EXISTING L� NEW LANDSCAPING o �GJ C LANDSCAPING �! -- 121.9' TO BE REMOVE ,> 0'UC __ -_._- SHED f I �X TT�� c I OX15 DUMPER r ��Q / `� ��'6 I CONC. - AWNING CONC.-SIDEWALK _ ENCLOSURE.S E SHEET o O _ p � \0 v, L/ -  - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHED - - - - - - - - G4.I FOR DETAAILS - - cry - co _ M 99.0 - - I I -- +/ 54.6 I - Y <' / a /� -- - - --- ---------------�N U 7.01 ANEWLAND5CA,ING s Tp 1 Q� EXISTING LANDSCAPING = m X y ` '� T� 0 3945 ----- 3 BLOCK WALL 3 BLOCK WALL X .� NEW LANDSCAPING - - CONC.SIDEWALK 5 8 I° 30' 30" W N/O/F ANGELINA PROPERTIES LLC DWG No: �/ 2150 MAIN ROAD MATTITUCK 11952 - - - - - - - - - - _J 527.90 MULTI TENANT COMMERCIAL TAX MAP#: 1000-1 14.00-12.00-002.000 Dlmen5lon Utllltle5 51te Plan I N I " = 20'-011 i Coto 51TE DATA KEY Architect of Record: ADDRESS TAX MAP ID OWNER f " "��` 13520 MAIN ROAD- 1000-1 14.00-1 1.00-005.000- BETTY A HARDY J05EPH HARDY ' vp s' \�`�,.� I. CONTRACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. ,. .�/` `12175 ~'" 's o t t w ''. 13400 MAIN ROAD- 1000-114.00 I I.00-022.006 13400 MAIN ROAD CORD LIMIT OF PROPOSED BUILDING 2. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION. JM2 3`� 1-3105 `' i4xa,. ° ssz, .sus^ 4` 13250 MAIN ROAD- 1000-1 14.00-1 1.00-008.000- 13250 MAIN ROAD LLC 13200 MAIN ROAD 1000-1 14.00-1 1.00-009,001 - 13200 MAIN ROAD CORP - - - - - - 25 CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. 11n 1a, �, DEMOLISHED STRUCTURE 3. CONTRACTOR SHALL REMOVE ALL EXISTING CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. f." �. 13100 MAIN ROAD- 1000-1 14.00-1 1,00-01 1.001 - MARRATOOKA DESIGN LLC IRC I T E C T U R E DPC +'? '� %,Ay r'� ,x,� 4. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH 2^"` •," t �o �:, 13000 MAIN ROAD- 1000-1 14.00-1 1.00-012,000- 13000 MAIN LLC '"� «`�ii' " ti F t� •` 132 •.- -'"`' ��54�� EXISTING CONTOUR LINE THE RULES AND REGULATIONS OF THE STATE OF NEW YORK AND THE TOWN OF BROOKHAVEN. JM2 ARCHITECTURE, DPC 12900 MAIN ROAD- 1000-1 14.00-1 1.00-013.000- THOMAS MCCARTHY 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE 2410 NORTH OCEAN AVENUE ihai, " "__ : -. r, } e �,/r ¢ �i,\� 12850 MAIN ROAD 1000 I I4.00 I I.00 0I4.000 BOLT BY RA5 LLC /� 12" •-E �a�c�, �a<. _ DEMOLITION. SUITE 300 12800 MAIN ROAD- 1000-114.00 I I.00 015.000 WICKHAM ROAD LLC DEMOLISHED CONTOUR LINE 5° '', _ G. CONTRACTOR SHALL REPAIR AND REPLACE ANY DAMAGED 51DEWALK AND/OR CURB IN THE TOWN OF FARMINGVILLE, NY, 11735 12700 MAIN ROAD- 1000-1 14.00-1 1.00-016.000- NORTH FORK ENVIRONMENTAL COUNCIL INC BROOKHAVEN RIGHT-OF-WAY T 63 I.320.3305 12605 MAIN ROAD- 1000-141.00-04.00-032.002- MATTITUCK PRESBYTERIAN CHURCH - - - - - - - - SETBACK LIMIT LINE i raza5 ti , sr, 7 ALL EXISTING TREES AND OVERGROWTH IN UNHATCHED AREA TO BE REMOVED AS PART OF PROPOSED SITE ' 12500 MAIN ROAD- 1000-1 14.00-1 1.00-017.000- MATTITUCK 12500 LLC PLAN. REMOVE STOCKPILE EXISTING TOPSOIL TO PREPARE SITE FOR EXCAVATION AND GRADING. c� \ 12225 MAIN ROAD- 1000-141.00-04.00-033.000- CEMETERY BETHANY , 5 - 12175 MAIN ROAD- 1000-14 I.00 04.00 034.000 MATTITUCK PRESBYTERIAN CHURCH AREA TO REMAIN UNDISTURBED d ,Too- 12165 MAIN ROAD- 1000-14 i.00-04.00-035.000- D M S HOLDING CORP fi. �tso�s 1 1 .... ` �-�--� \ 12 150 MAIN ROAD 1000 1 14 00 12 00 002 000 ANGELINA PROPERTIES LLC 12125 MAIN ROAD- 1000-141.00-04.00-036.000- JMJ MATTITUCK PROPERTY INC X X EXISTING FENCE Applicant: Nickolas Mirando 11975 MAIN ROAD 1000 141.00 04.00 037.000 MICHAEL CORTESE VICTORIA CORTESE 183 Smithtown Blvd. 11875 MAIN ROAD- 1000-141.00-04.00-039.003- CHAD MELLO d f Matflu. Presb,4f�n'r n`, ; .;;j eas ; ^ot Nesconset,NY 11767 r + i 2s i1 + a26 � t '� 12 ' - ' 11805 MAIN ROAD- 1000-141.00-04.00-039.001 EDWARD B SAWICKI IRREVOCABLE TRUST -W W- EXISTING WATER LINE 12655', I C: +ta,. SO ... ,. + 63 1813 6152 �,. . 1m O '� 1 1725 MAIN ROAD- 1000-141.00-04,00-040.000- DONALD J FEILER$PATRICIA FEILER O 11665 MAIN ROAD- 1000-141.00-04.00-041.000- I I665 MAIN ROAD LLC Owner: - - ' 11605 MAIN ROAD- 1000-141.00-04.00-042.000- JOHN F DEREEDER G G EXISTING GAS LINE 11600 MAIN ROAD- 1000 122.00 03.00 017.001 BEACH LAND DEVELOPMENT CORP Handy Pantry Stores Inc ie Uri �,t pvW'sd O5{� "' 750 PACIFIC STREET 1000-141.00-04.00-024.000- SOUTHOLD TOWN OF 183 Smithtown Blvd. 570 PACIFIC STREET- 1000-141.00-04.00-023,000- LYDIA MARCUS t MANFRED MARCUS -T T- EXISTING TELEPHONE LINE Nesconset, NY 11767 "n ,.. 631-361-9440 dz 500' 0" +' 560 PACIFIC STREET 1000-141.00-04,00-022.000- ANDREW MCGOWAN, KRISTINA WINDEL5, MARY TERRY ' 520 PACIFIC STREET 1000-141.00-04.00-02 1.000- HOWARD GAYNE,TABITHA WELLS,THOMAS WELLS -i , ( t 370 PACIFIC STREET 1000-141.00-04.00-020,000- MERRI MACNI5H*POKY MACN15H -E E- EXISTING ELECTRIC LINE Surveyor: 500' -0° +� � - __. ',-' !-_ ,• _ - Aerial Land Surve m D.P.C. 300 PACIFIC STREET- 1000-141.00-04.00-019.000- HELEN C KOCH t THOMAS G KOCH y g 95 200 OrvilleOrnlle Drive,Unit . , . .,�._..-. _-.•-. �aa 240 PACIFIC STREET- 1000-t 4 I.00-04.00-0 18.000- HELEN FARRELL�RICHARD FARRELL I EXISTING TREES TO REMAIN i !' ~ sz,rn - LA U 16 tsrr LANDING O s2n, v ,,.^ t" �sas - • �. s00 f '*i°"' 325 JAAMES CREEK LA - 1000 122.00 03.00-001.007 ALAN CARDINALIEKO 833 787 8393 Bohemia, NY I I •� � _... 225 JAMES CREEK LANDING- 1000-122.00-03.00-001.008- DONIELLE CARDINALS MCK'NNON _ 945 NEW 5UF FOLK AVE- 1000-1 14.00-1 1.00-023.000- NELSON TD VENTURES LLC 510 NEW SUFFOLK AVE- 1000-1 14.00-12.00-008,000- ANITA MARTIGNETTI EXISTING TREES TO BE REMOVED „1 •, e� : ;, o ° 855 NEW 5UFFOLK AVE 1000-114.00 I I.00 022.004- RAYMOND F NINE TRUST 0 C T 0 9 2025 o,> ? 520 NEW SUFFOLK AVE- 1000-1 14.00-12.00-007,000- BEVERLY A VLCEK IRREVOCABLE TRUST o SOUTHOLD TOWN moo - 7 745 NEW 5UFFOLK AVE- 1000-1 14.00-1 1.00-022,003- JANIQUE NINE�ROBERT NINE PLANNING BOARD 635 NEW SUFFOLK AVE- 1000-1 14.00-1 1.00-020,000- JOHN TERRENCE CARTER f MERYL ROBIN KRAMER LIV 4� - ' i _ _ _ _ _ R#MCPETER5 DEREEDE :� 580 NEW SUFFOLK AVE 1000 1 14 00 12 00 005 000 LUKE SARAN 525 NEW SUFFOLK AVE- 1000 114.00 I I.00 019.000 JOHN F DEREEDE Project Info 520 NEW SUFFOLK AVE- 1000-1 14.00-12,00-004.001 - GREGG FISHER J ". "� ' 'fi e" �°s _-. --• 385 NEW SUFFOLK AVE- 1000-1 14.00-1 1.00-018.000- MATTITUCK COMMONS LLC ray 775,* 0 -A L6dg 25 Pro o5ed Multi-Famil RadIU5 Mae 2 150 New Suffolk Ave. 1 = 200'-0" �- I � 1 Mattituck NY 11952 r ~ ~ w W- W- _ G G G G�G!7- -G GG G G G G G I I Kw W W W W W W W W W W W W W W W W W W W W W F-fi `� NEW 5U FFOLK AVE EXISTING GAS �I � EXIS NG ELECTRIC EX, DRAINAGE GRATE � l I �� UTILITY POLE UTILITY POLE UTILITY POLE ►-I G---�G GG G GG G G G G G G G G G G G G G G-G CON g' GG G G r0 Revisions r- W► CONC.CURB C CUR I y� /C9 T E T .� E E E E E E E-E E E�_ E E E E E :E E E E E E E E E E E E E E E .E E E E E E E E E E E Sent for Owner Review 10.2 25 T__..----T-T T:T-N-B I° 19' 30"=ET- -T_ -T_ T TT T CONC.SIDEWALK CONC.SIDEWALK 480.37 Planning Filing Set 10.8.25 �T T T T T T TT T T CONC.SIDEWALK - - 0 - - - - - - - - - - - - - - - - - - - - - r;'I CURB CUT 2'BLOCK RET'. WALL- 3'BLOCK RET.WALL i i l ►-'•' � W' EXISTING LANDSCAPING � �� - - - - - - - - t- d- ,�, fr o W O O - DRAINAGE GRATEC/C9 ASPHALT PARKING LOT m LINE OF PROPOSED BUILDING I w O n O O EXISTING OUTFALL I O I I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND S R z ) /C9 / PROPERTY I � I AS SUCH ARE THE RO ERN OF JM2 ARCHITECTURE,P.C. h o G� W� O 0 I I ANY UNAUTHORIZED USE OF THESE DOCUMENTS I5 IN A Il W G VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE r-s ICD I I N.Y.STATE EDUCATION LAW. l 7 I W I / CONC.CURB ~ I - - - - - - - - .- - - - - - - - - - 7 1'/ ; ( I Drawing Title 3 h�� UTILITY POLES � / LONG. SIDEWALK W - o AWNING - X X X EXISTING 1 1,7 w 1 10.2' SHED 1- ° LANDSCAPING m CONC. } I ( Existing Site Plan 0 O vASPHALT PARKING LOT z I 8.2' UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP 0 < z JM2 No: 2023 0914 w � N GAS METER / o � o EXISTING MULTI TENANT COMMERCIAL BUILDING 6 1 � 10,031 5F DATE; 9.!0,25 o / / I 8.2 DESIGNED BY: BK /8 � / I CONC. O � CHECKED BY: JM UTILITY POLE �� SCALE: As Noted / I N O ° O S I o AC w SEAL SIGNATURE: ED EXISTING 8.1 ° O ♦'� 5 E / C041, (LANDSCAPING N SHED 121.9 O O 'X I � � qy������ z tt/v c0 CONC.SIDEWALK ° CONC. AWNING 0 - SHED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I _ N 7 0' O tSjy o 394 5 OQ� EXISTING LANDSCAPING - ��; X T y _ I 3'BLOCK WALL 3'BLOCK WALL I CONC.SIDEWALK _- X - - -� - - - - - - - - - �-- - - DWG No: N/0/F ANGELINA PROPERTIES LLC 5 810 30' 30" W 2150 MAIN ROAD MATTITUCK 11952 527.90 MULTI TENANT COMMERCIAL AlSk TAX MAP#: 1000-1 14.00-12.00-002.000 51te Plan - Ex15ting I 1 = 201-011 1 DRAINAGE STRUCTURE SC h E D U LE TABLE I I OG.2:SIZE OF VERTICAL CONDUCTORS AND LEADERS(3 TABLE I I OG.3:SIZE OF HORIZONTAL STORM DRAINAGE PIPING(3 INCH Architect of Record: ALL DRAINAGE SHALL BE CONTAINED MINIMUM 20 SEPARATION BETWEEN NOTE: ROOF DRAINAGE SHALL BE NEIGHBORING PROPERTIES ON PUBLIC INCH RAINFALL) RAINFALL, 114"SLOPE) ON 51TE DRAINAGE 5TRUCTURE5 AND SANITARY CONNECTED TO PROPOSED DRAINAGE WATER SUPPLY STRUCTURE NO, STRUCTURE TYPE/51ZE RIM ELEVATION INVERT ELEVATION TOP ELEVATION BOTTOM ELEVATION DIAMETER OF LEADER HORIZONTALLY PROJECTED ROOF AREA 51ZE OF HORIZONTAL PIPING HORIZONTALLY PROJECTED ROOF AREA SYSTEM. 5 BETWEEN UNDERGROUND STRUCTURES WITH MINIMUM 6"PVC JM2 UTILITIES5=RVICE LINE, 1 1/2 TIMES 5DR 35 PIPING 100 10'DIA.X 9'EFF. DEPTH POOL 20.00 1 b.00 18.00 9.00 2° 1,440 5F 3" 2,320 SF NOTE:CONNECTING PIPE BETWEEN DIAMETER OF LEACHING POOL FOR 101 10'DIA.X 9'EFF. DEPTH POOL 20.15 1 h.00 18.00 9.00 3" 4,400 SF 4" 5,300 SF DRAINAGE CONNECTING STRUCT PIPERES MINIMUM LEACHING POOLS, 10 BUILDING 102 10'DIA.X 9 EFF.DEPTH POOL 20.50 16.00 18.00 9.00 411 9,200 5F 5" 9,440 SF RC I T E C T U R E o PC FOUNDATION AND PROPERTY LINE. 103 TRENCH DRAIN 19.10 16.64 19.10 16.64 5" 17,300 SF 6" 15,100 SF 10'AND SHALL BE 15"DIA REINFORCED CONCRETE PIPE OR. NO WELLS WITHIN 150'OF PROPERTY Gil 27,000 SF 8" 32,600 SF JM2 ARCHITECTURE, DPC 200 12'DIA.X 12'EFF. DEPTH POOL 20.40 NA 18.50 6.50 8 58,000 SF 10" 58,400 SF 2410 NORTH OCEAN AVENUE CORRUGATED POLYETHYLENE PIPE.AS 12" 94,000 5F SUITE 300 SPEC. 300 12'DIA.X 9'EFF. DEPTH POOL 21.50 NA 19.50 10.50 FARMINGVILLE, NY, 11738 ESTIMATED GROUND WATER ELEVATION-3.40' 5TO RM DRAINAGE NOTES T 1631.320,3305 I. ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN ON SITE DIMENSIONING 4 GRADING PLAN AND SHALL BE OF A 51ZE AND CONFIGURATION AS DESCRIBED IN STORM DRAINAGE CALCULATIONS, UNLE55 OTHERWISE DIRECTED BY THE ARCHITECT. 2. ALL WORK, MATERIALS, METHODS, ETC...,SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF BROOKHAVEN STANDARDS, 5.C.H.D.5. REQUIREMENTS, NY5 CODE,AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Applicant: 3. IF SUBSURFACE 501L CONDITIONS PERMIT, DE51GN PROFESSIONAL MAY PETITION THE TOWN OF BROOKHAVEN TOWN ENGINEER TO WAIVE THE FOOTING RING REQUIREMENT, Nickolas Mirando 4. THE USE OF THE WORD"DOME"IN STORM DRAINAGE CALCULATIONS 15 INTENDED TO MEAN SOLID WALL DOME, (LION).THE USE OF THE WORD"KING(S)"IS INTENDED TO MEAN STORM DRAINAGE 183 Smithtown Blvd. x 21,gg LEACHING RING(5).THE VERTICAL HEIGHT OF THE Kill BE PROVIDED FOR EACH STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF"RINGS"P0551BLE TO Nesconset,NY 11767 Lu ACHIEVE SPECIFIED HEIGHT. 631-813-G 152 o ( 5. ALL STORM DRAIN RING(5),CIRCULAR SLABS,SHALLOW DOMES,SOLID WALL DOMES,50LID WALL KING(S),CONCRETE COVERS,CONCRETE BOTTOMS,AND CHIMNEYS SHALL BE REINFORCED PRECAST 4000 P51 28 DAY STRENGTH CONCRETE AND SHALL BE TRAFFIC BEARING. Owner: ALL LEACHING POOLS TO HAVE CAMPBELL FOUNDRY NO. 1009 G. ALL CAST IRON FRAME5, INLET GRATES AND SOLID COVERS SHALL BE MANUFACTURED BY"CAMPBELL"OR APPROVED EQUAL. Handy Pantry Stores Inc C., z MANHOLE FRAME AND COVER OR GRATE TO GRADE 7. ALL INTERCONNECTING PIPE BETWEEN ON-51TE DRAINAGE STRUCTURES SHALL BE 15"R.C.P. (CLASS IV)OR 15"C.P.P. OR APPROVED EQUAL. 183 Smithtown Blvd. 0 - 8. UNDERGROUND STORM WATER PIPING(AND LEADER PIPING)WITHIN 5'OF EXTERIOR WALLS SHALL BE SERVICE WEIGHT C.I.PIPE. Nesconset, NY 11767 m 9. UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC 5DR 35,ADS,OR APPROVED EQUAL. 631-361-9440 RIM ELEVATION FIN15HED GRADE H 20 LOADING CONCRETE SLAB 10. ELEVATIONS REFER TO NAVD88 DATUM X 21.90-CLEAR SPACE t TURNING - - - - - - UNLESS OTHERWISE NOTED 11. PRIOR TO C.O, A RAIN INSPECTION MUST BE MADE. SPACE(SEE NOTES 26, Surveyor: TC 21.50 TC 21.90 TC 21.50 Lu C 21.90_ITC TC 21.90 z Aerial Land Surveying D.P.C. BC 21.40 BC 21.40 BC 21.40 0 28, t 29DE51GN SHEET BC 21.40 BC 21.40 BC 21.40 TOP ELEVATION N 200 Orville Drive,Unit 495 N 15"RCP OR CPP DRAIN PIPE. PENETRATE MIN. 2", DRAINAGE CALC U LAT I 0 N 5 Bohemia, NY 11716 Lu G08-01 (SHEET 6 OF 9) w - - - - - - �- MAX 5" Bohemia, NY 13 o_ INVERT ELEVATION � - s - - - - - - o PROVIDE CONTINUOUS PARGING ON THE OUTSIDE N v a " PERIMETER OF EACH DRAIN PIPE.:TYPE it DRAIN AREA I CRITERIA PORTLAND CEMENT,4,000 PSI ROOF 3,214 SF(1)(.17) = 546.38 CF 1. DE51GN FOR 2"RAINFALL= .17 ��� � 0 0 6' 0" 6' 0" o o Q 'MIN. DRAINAGE RINGS SHALL BE WRAPPED PAVING 5,678 5F(1)(.17) = 980.56 CF 2. RUN-OFF COEFFICIENTS: 9 9 U, o w 10' 0 4'MINIMUM D - OCT 9 ?�25 n Lu WITH GEOTEXTILE FABRIC BY PHILLIPS PETROLEUM LANDSCAPE 6,910 5F(.15)(.17) 176.21 CF PAVED AREAS: 1.00 N N N N z CO,SUPAC 4NP OR AN APPROVED EQUAL, TOTAL 1,703.15 CF 51DEWALK: 1.00 SOUTHOLD TOWN V V TC 21.78) <TC 21.78 V V ® ® ® ® ® ® ® ® ® ® ® ROOF AREAS: I.00 PLANNNO DOAr",D 21.78 X 2 I.80 X X 21.78 + BC 21.28 \ BC 21.28 0 ® ® ® ® ® ® ® ® ® 144 1/2"x G"LEACHING OPENINGS 1,703.15/68,42 = 24.89 VF REQUIRED LANDSCAPED AREAS:0.15 w ® ® 0 0 " o ® ® ® ® ® ® ® ® ® ® ® MINIMAL AMOUNT OF EXCAVATION 3'COLLAR BACKFILL USE(3) 1 O'DIAMETERX 9'EFFECTIVE DEPTH POOLS 27> 24.89 3. 12'DIA. STORM DRAIN RINGS @ 100.88 CFNF CAPACITY 6'-7" 5' 10" / "' 6'-7" 12121 ® ® � ® ® ® ® ® TO BE CLEAN SAND OR BANKRUN 10'DIA.STORM DRAIN RINGS @ 68.42 CFNF CAPACITY Project Info TC 21.7 2 178 X 21.78 TC 21.78 > ® ® ® ® ® ® ® ® ® ® ® 4"MIN.WALL THICKNESS.CONTINUOUS DRAIN AREA 2 0 BC 21,28 - 21.80 X' ABC 21.25 ® ® ® ® ® ® ® ® ® ® ® REINFORCEMENT 5x 12- 10 GAUGE WWM,ASTM SIDEWALK G97 SF(I)(.17) = 118.49 CF BOTTOM ELEVATION ® ® ® ® ® ® ® ® ® ® ® AREA 3-LANDSCAPE 10,19 - - - - - - A-185 PAVEMENT 6,132 SF(I)(.17) = I,042.44 CF R �n L? o z LANDSCAPE 985 SF L 15)(.17) = 25.12 CIF \w TC 21.70 m M TC 21.70 �Q 6'-O"PENETRATION INTO ACCEPTABLE DRAINAGE MATT TOTAL I,186.05 CF AREA 3-SIDE ALK AND BALCONY 00 pro osed M U I ti-Fa m i 21.20 X 21.20 BC 21.20 BC 21.20 2 i,20 X 21.20 X UNDERLYING SAND:f - - - _ 24 MIN.TO GROUNDWATER - _ - 1,186.05/ 100.88 = 11.75 VF REQUIRED TC 21.70 GRAVEL STRATA USE(I) 12'DIAMETER X 12'EFFECTIVE DEPTH POOLS 12 > 11.75 I O N e W `J U��O I k Ave. BC 21.20 A 1 -ROOF 3,214 AREA 3-Roof3,214 9.0' 8.0' 19.0' 7.2' 9.0' DRAIN AREA 3 - Mattituck, NY 1 1952 ROOF 3,214 SF(I)(.17) = 546.38 CF REA I -PAVEMENT CUB ,678 MIN. 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI CONCRETE PRIOR TO INSTALLATION.ALL STRUCTURE MUST BALCONY 200 SF(1)(.17) 34.00 CIF DETECTABLE WARNING SURFACE.SEE DETAIL ON DETECTABLE WARNING SURFACE.SEE DETAIL ON BE MANUF.AT AN ACI CERTIFIED PLANT.A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWN. LANDSCAPE 10,169 SF(.15)(.17) = 259.31 CF A2EA 2-51DEWA PAGE C4.0. PAGE C4.0. TOTAL 839.69 CF AND BALCONY 6 7 SEE DETECTABLE WARNING PLACEMENT DETAILS ON SEE DETECTABLE WARNING PLACEMENT DETAILS ON ---- NYSDOT ENGINEERING BULLETIN EB 16-013, DE51GN NY5DOT ENGINEERING BULLETIN EB 16-013, DESIGN 839.69/ 100.58 = 8.32 VF REQUIRED SHEET G08-0I(SHEET 2 OF 9) SHEET GOM I(SHEET 2 OF 9) USE(1) 12'DIAMETER X 9'EFFECTIVE DEPTH POOLS 9 >8.32 AREA 2-PAVEMENT CURBS 6,132 Gradmi - ADA Parkmj 4 STORM WATER LEACHING POOL 3 A A I -LANDSCAPE6,91 AREA 2-LANDSCAPE 985 11 _ 11 �G-2.0 l J^11 _ 11-011 C-2.0 3/ 1 6 - I -0 NO PROPOSED CHANGES TO THIS PORTION OF EXISTING SITE EX15TING DRAINAGE GRATE EXISTING UTILITY POLE/' -_--_! x 20.40 Sent for Owner Review 10.2.25 --N--81° 19' 30"--E- - �� - ------ - -------- - / 480.37' Planning Filing Set 10.8.25 //� L--- ---_ - ----- �- ------\�-- _ -------- -i x 20.60 20.60 x - -- r - --- - -- -- -- -- - -- -=-'�`-�.:..-'= - - -- - --- TW 22.00 TC 20.50 TC 20.50 - ---- - -- --- - T BC 20.50 BC 20.50 / II I BW+i 19.00 NEW LANDSCAPING / EXISTING LANDSCAPINGI& 4� I TW 22.00_ 20 U NEW LANDSCAPING - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - CO TC C� +I 19.10 TC 20.75 TC 20.75 EXISTING DRAINAGE i - ,� BC 20.25 BC 20.25 103 TG 19.10 x 21.98 x 21.95 x 21.95 (_ it) EXISTING OUTFALL I 8"UNDERGROUND PIPE 21.50� �35',2' 7��, x 21.50 EXISTING DRAINAGE �, J x PVC DR35 Ci 30.9' / / I TC 19.60 ~ / ,�TC 20.75 100 TG 20.00� 6"UNDERGROUND PIPE \ / THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 1i �� BC 19.10 4 i M BC 20.25 I PVC DR35 W/BOOT 6 UNDERGROUND PIPE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 10 I i \ PVC DR35 W/BOOT ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A TW 22.00 21 00 MT.)FROM ROOF (Tl P,)FROM ROOF °} VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE / � x 20.75 x BW+l 19.00 LEADER ' \ LEADER h N.Y.STATE EDUCATION LAW. I TC 20.75 \ 7.0 1 TC 20.7."-' IBC 20.25 o NEW 2 STORY BUILDING I BC 20. / (10 RESIDENTIAL UNITS) 25 WITH BASEMENT 300 TC 21.50 42'� Drawing Title TC 21.15 F.F. EL. 22.0' 1 o -� 1 BC 20.G5 x 1 1.00 I ISTING 1 1.7 w I I0.2' �-_-' I 101 TG 20.15 ---- ---- LAND N 4 � - Drainage Grading Plan 1.32- o I C-2.0 z �; TC 21.15 x 21.98 x 21.98 Gil UNDERGROUND PIPE BC 0.82 - I BC 20.G5 - - _ - / PVC DR35 W/BOOT I OTG 20.50 97.0 II � (TYP.)FROM ROOF 8.2' I I - x 22.00 x 21.98 22.00 x x 21.75 LEADERI UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP J l J I ' TC 2 I.90 a TC 21.90 TC 21.90 TC 21.901 J JM2 No: 2023 0914 EXISTING MULTI TENANT COMMERCIAL BUILDING N BC 21.40 I I B .4 BC 21.40 0 BC 21.40 10,031 SF I 25.8' BQ 211.00 BC 20.75 �' 6"UNDERGROUND PIPE I C`50 TC 21.25 1 ( O \ 4 ti DATE: 9.10.25 DR35 WI BOOT(TYP.)FROM 16 TC 21.70 TC 21.70 TC 21.GO I DESIGNED BY: EK ROOF LEADER BC 21.20 BC 21.20 BC 21.20 TC 21.75" / - --- --- 1TC21.90 I _ _ _ _ _ _ _ _ _ _ _ NEW LANDSCAPING j j NEW LANDSCAPIN ASPHALT N BC 21.40 PROPOSED OUTFACE 2 PROPOSED OUTFACE 3 BC 21.25 CHECKED BY: JM �> I u, 1 200 TG 20.40 r � 1 - -- ---- PAVING 0 2/ \ 4 2 3 SCALE: As Noted � 0 � � � � i ate} TC 2I.60 z ITC 21.50 x 21.05 I 20.1 TC 2I. 0 TC 21. " L' EXISTING DRAINAGE _ __ I I 20 1' 6 75 s SEAL SIGNATURE: RED 'r' C EXISTING LBC 2I.10 0 BC 21.40� I BC 2I.10 BC 21.25 LANDSCAPING-- 121.9' J 2�6 �� y � I N �� - 1- ---- I OX 15 DUMPSTER ENCLOSURE § �J L - - - -`=, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - -- - - - - - - - - - - - - - - - - - _TC 22.40- �- - - - - - - _TC 22.40- ` y' - - - l� I 0 L-- ( Ns }. - I- - BC 2 t.90 BC 21.90 / % _ t. EXISTING LANDSCAPING \I - TV 23.00 I 4� -22= -2 3- �'9�. 3945 y�Q. r - t BW+/ 19.00 ;� F _s 4 DWG No: 5 81030' 30" W C4.1 - - - - - - - - / �527.90 i Gradln Drama e 51te Plan 12 . u^ 1 201-011 �C-2.0) LANDSCAPE CALCULATIONS LANDSCAPE NOTE5 Architect of Record: REQUIRED PROVIDED I. ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH SUPER PHOSPHATE(0-20-0)AT A RATE OF 3.0 OZ. PER TREE AND 1.0 OZ PER SHRUB. JM2 TOTAL LANDSCAPING MIN. 25%(22,011 5F) 25.99%(22,883 5F) 2. NITROGEN FERTILIZERS SHALL NOT BE PERMITTED. 3. BARE ROOT PLANTS SHALL NOT BE PERMITTED. 4. ALL TOP 501L SHALL BE A MINIMUM OF G"DEEP. ARCI T E C T U R E D PC 5. ALL PLANTING BEDS SHALL RECEIVE A MINIMUM 3"OF SHREDDED BARK CHIP MULCH AND METAL EDGING AROUND THE BASE OF THE BED. G. ALL NEW PLANTINGS SHALL BE PLACED AT THE DISCRETION OF THE LANDSCAPER AND SHALL ACHIEVE DE51GN DRAWING INTENT. JM2 ARCHITECTURE, DPC 7. ALL NEW PLANTINGS SHALL BE PRUNED IN ACCORDANCE WITH THE BEST NURSERYMAN'S PRACTICE, 2410 NORTH OCEAN AVENUE 8. ALL NEW 50D SHALL BE KENTUCKY MERION, HYDRO-SEED SHALL BE FARMINGDALE MIX UNLESS OTHERWISE NOTED. SUITE 300 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES AND ANY DEVIATION FROM THE DE51GN DRAWING.ANY SUBSTITUTIONS SHALL BE REPORTED TO THE ARCHITECT AND FARMINGVILLE, NY, 11738 OWNER FOR REVIEW AND APPROVAL. T I G31.320.3305 10, ALL PLANTING BEDS SHALL BE CULTIVATED TO A MINIMUM DEPTH OF 8"AND RAKED TO REMOVE 50D CLUMPS,WEEDS,STONES,AND OTHER FOREIGN MATERIALS EXCEEDING 2"IN DIA, 11.ALL TREES TO BE REMOVED SHALL BE CUT TO A MIN, DEPTH OF G"BELOW FINISH GRADE. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT EXISTING TREES TO REMAIN AND 15 RESPONSIBLE FOR REMOVAL SHALL INCUR ALL C05T5 TO REPLACE OF EQUAL BOTANICAL 51ZE AND SPECIES. 12.THE APPLICANT SHALL BE RESPONSIBLE FOR REPLACING ANY NEWLY PLANTED OR EXISTING TREE.SHRUB,OR VEGETATION UPON THEIR DEATH OR DISEASE. (2 PIECES)REINF, RUBBER H05E 13.THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL EXCESS SOILS, PEAT MOSS,CONSTRUCTION DEBRIS, ETC. FROM THE SITE IN ACCORDANCE WITH TOWN STANDARDS. 14.ALL LANDSCAPED AREAS SHALL HAVE UNDERGROUND SPRINKLER SYSTEMS. Applicant: DBE.STRAND#12 WIRE TWISTED 15.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL A PERMANENT LAWN IRRIGATION SYSTEM IN ALL LANDSCAPED AREAS. PROVIDE MULTI-ZONES,VALVE BOXES,TIMERS, ETC.AND PROTECTION Nickolas Mirando AGAINST FREEZING, 183 Smithtown Blvd. (2)CEDAR OR LOCUST STAKES I G. ESTABLISHED LAWN TO THE SATISFACTION OF THE ENGINEERING INSPECTORS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. Nesconset,NY 117G7 I'-G"MIN. I'-G"MIN, 17,ANY 501L BROUGHT ONTO OR REMOVED FROM 51TE SHALL BE COORDINATED WITH TOWN INSPECTORS. 63 1813 6I 52 w TRUNK WRAP 18. NURSERY PLANT IDENTIFICATION TAGS NOT TO BE REMOVED UNTIL AUTHORIZED BY TOWN OF SOUTHOLD FIELD INSPECTORS. MULCH NOT TO BE PLACED AT ROOT FLARE, 19.ALL DECIDUOUS TREES TO BE SPECIMEN QUALITY, HAVE A SINGLE STEM AND STRAIGHT LEADER,WELL BRANCHED AND LIMBED UP TO 0-7"UNLE55 OTHERWISE NOTED. Owner: o 20,ALL SHRUBS TO BE FULL DENSE WITH THE MINIMUM NUMBER OF CANES FOR SIZED REQUESTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. Handy Pantry Stores Inc MULCH NOT TO BE PLACED AT ROOT ROOT FLARE TO BE AT SAME REVEAL AS SEEDED OR SODDED = SPACING OF SHRUBS SHALL BE AS SHOWN ON THE PLAN OR AS NOTED. FLARE, ROOT FLARE TO BE AT SAME ` o ORIGINALLY GROWN 183 Smithtown Blvd. 1 AS REQUIRED ON 6 w - 21. DECIDUOUS TREE CALIPER DEFINED U51NG THE DBH MEASUREMENT SYSTEM(DIAMETER AT BREAST HEIGHT). REVEAL AS ORIGINALLY GROWN = v Nesconset, NY 11767 HORTICULTURAL 501E 3"MULCH I-3 I-9440 ,r� I Surveyor: CALIPER MEASURED 4'ABOVE GRADE Aerial Land Surveying D.P.C. CUT AND REMOVE BURLAP FROM G"SAUCER SEEDED OR SODDED AS REQUIRED ON G"HORIZ. 200 Orville Drive,Unit 495 TOP 1/3 OF BALL -III GRADE Bohemia,NY 11716 III-I I = I-I 833-787-8393 III—III— I I I—I I I _ I CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL TOP 501E AND BACKFILL 6" =III= I= I II=I�i— I=ITI TOP SOIL AND BACKFILL LANDSCAPE 5CHEDULE III= III- z III- - _ =I I II III OCT 0 9 2025 III -I I coIII— _ I NOTES: MARK EXIST. NEW BOTANICAL NAME COMMON NAME 51ZE SPACING III o I I 1'0" I'0 III SOUTHOLD TOWN BALL DIAMETER I- (I 1• BARE ROOT PLANTS WILL NOT BE PERMITTED PLANNING BOARD _ z I=I I=1 I I=III=III I I I=I I I= I I=I I 1=1 I I= I El I I I =I I U 11- =I 2. ALL PLANTINGS TO BE PRUNED IN ACCORDANCE WITH BEST t ACCEPTED EX 2G - EXISTING TREE TO REMAIN 4"CAL. AS SHOWN I I I G"MIN. BALL DIAMETER G"MIN. I I I �, - - - - - - - - NURSERYMEN PRACTICE AS 0 4 ACER 5ACCHARUM SUGAR MAPLE 4"CAL. 40' Protect Info CFR 0 G CORNU5 FLORIDA RUBRA PINK FLOWERING DOGWOOD 4"CAL AS SHOWN 5H RU B PLANTING DETAIL 3 PLANTING AND 5TAKI NG DETAIL 2 GGA 0 G THUJA PLICATA GREEN GIANT GREEN GIANT ARBORVITAE G'TALL AS SHOWN C-3.0 C-3'0 HMB 0 21 HYDRANGEA MACROPHYLLA"BAILMER' ENDLE55 SUMMER HYDRANGEA 3'-4"TALJWIDE A55HOWN Proposed Multi-Famlly RCC 0 13 RHODODENDRON CATAWBIEN5E CUNNINGHAM'5 WHITE RHODODENDRON 3'-4"TALL*WIDE AS SHOWN 150 New 5uffol k Ave. 'CUNNINGHAM'5 WHITE' Mattltuck, NY 11952 r W--W^ G G G G 'GL—G—GG G G G G G �I I `~KW W W W W W W W W W W W W W W W W W W W W--Iq W NEW 5UFFOLK AVE ' C> UTILITY POLE p Revisions G � W GT G--G- --G --GG-- G-------G-----G--- CONC-.C --- /�G�j URB ^ �_� CONC.CURB - - Sent for Owner Review 10.2.25 E-EEEE EE E EGE— EE E E EE E E EE E E EE-- E E E E EE E E E E NEW CURBCU 480.37 Plannin9 Fi6n9Set 10.8.25 T- CONC SIDEWALK GONG SIDEWALK _T'T T T T f TT T T TT T T GONG.SIDEWALKI/p T T-N-8 I 19 30 ET T_ — T TT - -T TT -w CURB CUT ----2 B --- -- - i- - _ - 3'BLOCK REf.WALL �G G _ _ AS 40.0' 40.0' AS 40.0' T TT �) f/ �_-T--- LOCK RET.WALL --��pr` z G GGAGGA,GG (;�AS / I � I NEW LANDSCAPING F' W' EXISTING LANDSCAPING \ I �� �� G m � I / I O — �, GG GGA GGA �� 3 p' v — — — — l7 — — — — — — — \TTLrv=DW_DW=DW DW—DW—DW—DW— DW Uvv 1?O�,j, — — —G` — — — —TRANSFORMER — — NEW LANDSCAPING — — — — — — — — — — — — — � ro Q — — /2r1/ FW FW FW FW—FW=FW —FW w Q FWF F`F — _ RCC RCC .sLn i� o I I Fw �HMB�RCCIMrRCC�HT=_M C HMB------��NEW f C D\,�. ��HMB, �� --------- - ' W z �) (J k HMB-,s -.,,.,HMB• RCG HMBRCCMBfRCC, R� :. I EX _r ►— o O GG G G GJ/ )HMB HM HMBf` DRAINAGE GRATE ^-I W HOTBOX \F�ly� I.�J, rn 't r~l p / ASPHALT PARKING LOT F17, O IT11-1 /j �35.2 N I I W 0 (� 0 t 0 l7iJVDW ,30.9 I �. ~� EXISTING OUTFALL I FAN FW/ Ms THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND z 1 /CD NEW FIRST FLOOR PATIO EX 1 AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P•C• U I NEW 3' ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A I RETAINING O I �' VIOLATION OF SECTION 7209 5UD-DIV15ION 2 OF THE W I I ! CFR WALL -< I _- N.Y.STATE EDUCATION LAW. EX 7 I -j CONC. CURB 0 NEW 2 STORY BUILDING I Drawing Title *4; lW -- AWNING XUTILITY POLES � - , (I0 RESIDENTIAL UNITSO CONC.SIDEWALK EX f W I ----- - I SHEDX X X WITH BASEMENT 3--- ' / ! EXISTING II.T 2' 1` I — F.F. EL. -22.5' HMB CONC. I HMB.,- � HMB LANDSCAPING Land5Cape Plan (j HMB•'�-� I Q f o I NEW FIRST FLOOR PATIO NEW FIRST FLOOR PATIO ,�. - ASPHALT PARKING LOT � - --1-- I NEW MULCH BED NEW MULCH BED / Z --� HM 97 0 HMB o / fr - i W -- - ! UNIT I CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP 8'2 J NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK =- � \` ---- ------- ------I ------- -- I, _ C� ,..HMB 7 SIGN Q // � _ W - — — - - - I-- -- ---- w GAS METER N cD O O v// / � I JM2 No: 2023-0914 o EXISTING MULTI TENANT COMMERCIAL BUILDING - z -- I EX �' 10 031 SF `= O O CFR " y DATE: 9.10.25 W - CF 4 3 „?r o NEW ADA RAMP 8.2 I EX- DESIGNED BY: BK - " J -- - - - - - --- ---- r t W / ! — CFR n EX EX CHECKED BY: JM I8 — — PROPOSED OUTFALL 2 PROPOSED OUTFALL 3 UTILITY POLE " / — LVM SCALE: As Noted �j GD / W / N 0 EX I - 5 o AC SEAL SIGNATURE: o / -o EXISTING ABOVE O o O w GROUND TANK EX EXISTING `;�� r` NEW LANDSCAPING o 121.9 - TO BE REMOVED �, C? ti � LANDSCAPING SHED O� �X 10'X 15'DUMP5TER -CFR I �� ��� � CONC. AWNING -- CONC.51DEWALK CFR O u; ---- ------ L_ - SHED -- = - -- —__-- — ENCLOSURE Los f I / - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — Ln - — — — .— - - - -1 - - - - — — — — — — — — — — — � — — — - - - - — — - -11 — � _�' - - - __J as _•� o �' _ - -- - x 0 ..� EX ,tzNEW LANDSCAPING E( y, I EX S9 0 6 � \ EXISTING LANDSCAPING X �T 39� O� — CONC.SIDEWALK_ 3 BLOCK WALL - — 3 BLOCK WALL TO REMAIN X EX 9 EX � EX EX NEW LANDSCAPING EX EX EX EX EX NE 117 Wo/F ANGELINA PROPERTIES LLC DWG No: / 5 810 30' 30" W 2150 MAIN ROAD MATTITUCK 11952 527.9G' MULTI TENANT COMMERCIAL TAX MAP#: 1000-1 14,00-12.00-002.000 LandScapinq Slte Plan I �' ■ 1 11 = 201-011 C-3.0 u Architect of Record: BUFFER ZONE RAMP JM2 SEE DETECTABLE WARNING PLACEMENT DETAILS ON NY5DOT ENGINEERING 4R3 IT E C T U R E o PC BULLETIN EB 16-013, DESIGN SHEET REHRVED 608-01(5HEET 2 OF 9) JM2 ARCHITECTURE, DPC PARKING 18"X 12"PARKING SIGN(WHITE DETECTABLE WARNING SURFACE.SEE 2410 NORTH OCEAN AVENUE ON BLUE BACKROUND)TYP. BUILDING MOUNTED 12"X 18" DETAIL ON PAGE C-4.0, SUITE E 11738 300 PARKING DESERVED HANDICAPPED PARKING SIGN FARMING ® (BLUE ON WHITE BACKROUND) p M\N' DROPPED CURB T 1631,320.3305 TYP.AT EACH HANDICAP 5 3"X 1 112"STEEL DRIVE PARKING STALL 51DE FLARE,TYP. (SEE NOTE 23 ON SIGN POST uJ DESIGN SHEET 608-01 SHEET I OF 9) O VAN ACCESSIBLE 5IGNAGE 5\0 Py (MUTCD No. R7-8P) 257(o MAX.AT CURB LINE(BOTH o Lu GilDIA.STEEL PIPE CONCRETE FILLED HANDICAP PARKING SIGN SIDES) Applicant: z PAINT PIPE W/SAFETY YELLOW TRAFFIC Nickolas Mirando c� NOT TO SCALE S 9 POINT. ° 183 Smithtown Blvd. z Nesconset,NY 11767 Z 5E RETURN CURB 63 I-813 6152 o No BUILDING MOUNTED 12"X 18" Owner: `9 "NO PARKING ANY TIME"SIGN PARKING FINISHED GRADE ANY (RFD ON WHITE BACKROUND) Handy Pantry Stores Inc TIME TYP, PLACED DIRECTLY IN 183 Smithtown Blvd. FRONT OF STRIPPED AREA cRosS�q�� Ne Ic n5 t94401767 - - POURED CONCRETE 15"DIA. NO PARKING SIGN Surveyor: AROUND TUBE NOT TO SCALE Aerial Land Surveying D.P.C. m 200 Orville Drive,Unit 495 Bohemia,NY 1 1716 NOTE: RAMP TO CONFORM WITH NY5 DEPARTMENT OF TRANSPORTATION SPEC,5TANDARD5 608-01. 833-787-8393 NOTE: RAMP TO HAVE DETECTBLE WARNING SURFACE AND FLARE EACH SIDE. v QEF.(K�EEUUL4[015" OCT 0 9 2025 SOUTHOLD TMtiM HANDICAP PARKING 51GN / P05T DETAIL I 8 RIGHT-OP-WAY HANDICAP 51DEWALK RAMP DETAIL I 7 PLANNING BOARD C-4.0 `�-4.0 Project Info A B PROPOSED 24"SQUARE 150LATION JOINT BY GREENSTREAK OR APPROVED EQUAL EXTERIOR DOOR W/SADDLE GxGWIAxWI.4WWF ProFosed Multi-Family TRUNCATED DOME DIMENSIONS POURED CONCRETE FLOOR SLAB AS PER 112"EXPANSION JOINT 4,000 PSI REIN. POURED CONCRETE DIM, MIN. UN) MAX. (IN) 150 New 5 uffo I k Ave. FOUNDATION PLAN SLAB A B A 1.6" 2.4" 5-0"MIN. ITEM 97A CURB NON MONOLITHIC SAWCUT PAVEMENT 2'MIN. FROM B 0.65" 1S° Mattituck NY 11952 WITH ITEM 105 SIDEWALK PROPOSED CURB .{- -{- -}- C 50% - 65% OF D DIM. FINISHED FLOOR PITCH @ 114"I FT --► ASPPALT PAVEMENT D Oil 1.4" 6" TIE-IN A.O.B.E. R= 114° I i/2"R= ' G DETECTABLE WARNING PATTERN NOTES: —III - - - -� PUN 1. DETECTABLE WARNING SURFACES SHALL CONTRAST V15UALLY WITH ADJACENT °, a 6 TOP OF WALKING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. III—I I a I—III—III—i I i I I I_I I I—i I i—III— °° °`� ° m PROPOSED "" — I ° -• ° I I (—III III—III—I I (—III III I I I I I ~- — 6 REVEAL PAVEMENT C Oil 2, THE SIZE OF THE WARNING FIELD SHALL BE 2 IN DIRECTION OF TRAVEL AND 747 FULL WIDTH OF RAMP, EXCLUSIVE OF SIDE FLARES. #5 REBAR 3. LOCATE DETECTABLE WARNING FIELD AT BACK EDGE OF CURB. _ 4. DOMES SHALL BE ALIGNED ON A S SQUARE GRID IN THE DIRECTION OF TOP OF FOOTING I—) I ° i—) I I I I (—I I ( I I M II—I i—III—III III I " 0�� I/2"BITUMINOUS ASPHALT TRAVEL. AS PER FOUNDATION PLAN °>° EXPANSION STRIP 4 —III III III— I I III � ��rl� E-� Re�s�ons `n I I I III III III I � Sent for Owner Review 10.2.25 ° (3)#4 HORIZONTAL DETECTABLE WARNING SURFACE OMS) Planning Fdmg Set 10.8.25 LL, 4,000 PSI III ° : °.b III—i I I—III CONCRETE < TRUNCATED DOME DETAILS NOTE: EMBEDDED DETECTABLE WARNINGS TO COMFORM TO NYSDOT ITEM 608.21 BOTTOM OF FOOTING AS PER FOUNDATION PLAN III i EXTERIOR CONCRETE LANDING 6 CONCRETE TYPE "A" CURB 5 DETECTABLE WARNING DETAIL 4 C-4.0 C-4.0 4'-0" (TYPICAL) �C-4.0 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A `nCn VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE w N.Y.STATE EDUCATION LAW. o EX. PAVEMENT TO BE SAWCUT Z MIN, 2'FROM PROPOSED o Cl) COARSE BROOM FINISH CURBING NOTE: CONTRACTOR SHALL SAWCUT APPROX. 2'-0"OF EXISTING PAVING TO ALLOW FOR INSTALLATION OF NEW P.C. o Drawing Title POURED CONC.CURB CURB. REPAVE PERT.0.1 SPECIFICATIONS A Cl A 1/4 RADIUS NOTE:SIDEWALKS TO BE PLACED CONFORMING TO THE LOCATION SECTIONS IN EXISTENCE ON CONTIGUOUS PROPERTIES SAW-CUT 2'MIN. I/2"BITUMINOUS ASPHALT EXPANSION STRIP 51te Details 4"POURED CONIC.WALKWAY (WHERE APPLICABLE)OR Gil TOPSOIL CURB SHALL ALIGN WITH EXISTING CURBS 1 1/2"NY5 TYPE 6F WEARING Gil 101_011 PLAN COURSE ON 2"NY5 TYPE 3 GRADE NOT TO SCALE DENSE BINDER �-0 --� 2'-0" 6" 5'-0"MIN.SIDEWALK VARIES z=.•_- CONTRACTION JOINT EVERY 4 0 #5 REBAR 4"POURED CONC.WALKWAY - FULL SAWCUT PROVIDE I/2"BITUMINOUS GRASS SEED AREA z JM2 No: 2023 0914 EXPANSION JOINT (4,000 Psi) EXPANSION JOINT EVERY 20'-0" 51DEWALKTERMINATION 6"NY5 45-RCA BASE COURSE I 9" I 6"TOP501L � � DATE: 9.10.25 NOTES: PITCH 114"/FT. DESIGNED BY: BK 1. ALL CONCRETE SHALL BE TAMPED IN PLACE. NO HONEYCOMB WILL BE ALLOWED. FINISH SHALL BE SMOOTH �o - X'= ''- 6"GRANULAR MATERIAL CHECKED BY: JM EVEN RUBBED W/WOOD FLOAT. ''_ SECTION A-A 2. ALL EDGES TO BE TOOLED ROUNDED. EXISTING PAVING °� �° NEW 4"P.C.SIDEWALK SEE SIDEWALK DETAILS ON PAGE C4.0 NOT TO SCALE SCALE: As Noted 3. ALL CONCRETE TO BE 4,000 PSI 28 DAY STRENGTH. PREMOULDED EXPANSION JOINT 4. SEE SITE PLAN FOR LOCATION OF CURB FROM PROPERTY LINE. 6"GRANULAR MATERIAL(BANK RUN SAND AND GRAVEL) SEAL 4 SIGNATURE: ~ 5. STEEL FORMS OR EQUAL SHALL BE USED. EXPANSION JOINTS 112"THICK EVERY 20'-0"SHALL BE USED. 2"NY5 TYPE 6F TOP COURSE I/4"CONTRACTION JOINT EVERY 4'-0" JOINT SEALER 9" PKOP05ED CONCRETE CURB, IF REQUIRED OR SHOWN OF SITE PLANS "� I12" �C?� �� ve y�F��n 4 NY5 TYPE 3 DENSE BINDER G"NY5 45-RCA BASE COURSE m m N), 39 h5 QQ � F NEB y CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL DWG No: PROPOSED ON-51TE PAVING AND CONCRETE CURB 3 RIGHT-OF-WAY STREET PAVING AND 51DEWALK DETAIL I 2 CONCRETE SIDEWALK 1 00 DETAIL �-o C-4.0 C-4.0 I Architect of Record: � o 200 series I3eavy Duty'iYenc)3 Drain a CONCRETE_ " ' ;. d e - • da _ a ° JM2 Inline Catch Basin F r RCA BASE RC ITECTUREDPC Accessories l � , '�; � P �, • ' a � f, 1 ' ' � , h`' 7. 1. Sump unit: t.End caP: (optional:Silt bucket:22512) fj" 8 JM2 ARCHITECTURE, DPC n V 19020215 -►I. 2410 NORTH OCEAN AVENUE V 10620290 9.06"(2301 0,06'(1,51 (200 MM) (200 MM) SUITE 300 M 20•(5001 9.32 (238) - - - • `° o - FARMINGVILLE, NY, 11735 T 631.320.3305 :II 1 - ----- i--- - o SECTION V 19020216 TW22,00 921.12341 321'181.51 SPECIFICATIONS Applicant: BW+1-19.00 0 0 0 0 0 0 00 1161'1295) FILCOTEN PRO-V NW200-LOAD CLA55 D Nickolas Mirando 183 own Blvd. NEW 12"POURED I I 0 2 ( '1 s GENERAL Nc5consett NY 11767 CONCRETE RETAINING WALL o, m v,� THE SURFACE DRAINAGE SYSTEM SHALL BE FILCOTEN FIBER COMPOSITE NWI00 CHANNEL SYSTEM WITH CONCRETED EDGE MADE OF GALVANIZED STEEL RAILS AS 631-813-6152 MANUFACTURED BY BG GRA51POINTNER, INC AND DISTRIBUTED BY HYDRO BG USA INC.,A WHOLLY OWNED SUBSIDIARY. RETAINING WALL FOOTING -► ,8„' 1601 1043'12651 Owner: I MATERIALS Handy Pantry Stores Inc TW 22.00 I CHANNELS SHALL BE MANUFACTURED FROM FILCOTEN FIBER COMPOSITE WITH CONCRETED EDGE GALVANIZED STEEL RAIL. MINIMUM PROPERTIES OF FILCOTEN FIBER 183 Smithtown Blvd. BW+I 19.00 COMPOSITE WILL BE AS FOLLOWS: Ne5cor5et,NY 11767 ' L_ COMPRESSIVE STRENGTH: 11,700 P51 631-361-9440 Weight FLEXURAL STRENGTH: 1,700 PSI Item Nno. Accessories Vaterlat LSS k9 FREE OF RELEASE AGENTS: YES Surveyor: WATER ABSORPTION SUFFICIENT FOR ADHESION WITH CONCRETE SURFACES: YES Aerial Land Surveying D.P.C. p 10620290 Catch basin 8"with cast Iron rafts and 8"outlet with seal Concrete 1oss2 48.0 -0__22512 Sediment bucket for catch basin plastic 1.54 0. NON FLAMMABLE: YES 200 Orville Drive,Unit 495 Q 19020215 Front/end cap galvanized steel(for channels 0 up to 20-0) galvanized 1.68 0.8 UN RESISTANT: YES Bohemia,NY 1 1716 -,.0 19021208 8"No Hub bottom outlet galvanized 2.20 1.0 RECYCLABLE 100%: YES 833-787-8393 .0 19020216 8"No Hub end cap outlet galvanized 2.64 12 DILUTE ACID AND ALKALI RE515TANT: YES O 19020295 Step connector plate NW200 pro 0/10-0/20-0 galvanized 0.50 0.23 FROST THAW SALT TESTED AS PER EN 1433 WITH A TEST TEMPERATURE UP TO-40°C(40°0: YES -p-70154 Pipe connector ON200.L=295mm plastic 2.40 1.1 MATERIAL FREE OF VOC, BIOCIDES, HEAVY METALS: YES G3 (� KEOWIED THE SYSTEM SHALL BE 8"(20OMM)NOMINAL INTERNAL WIDTH WITH 10.43"UP TO 14,37"(265MM UP TO 365MM),OVERALL WIDTH AND A BUILD-IN SLOPE OF 0.5%AND OCT 0 9 2025 3.Anti-vandal 4 Rebar Supp ort: locking device 32089: STEPPED SLOPE SYSTEM.ALL CHANNELS ARE EQUIPPED WITH INTERLOCKING CONNECTION MALE/FEMALE AND SEALANT JOINT. SOUTHOLD TOWN PLANNING BOARD 15.59.(9 m 1 76a' 951 THE COMPLETE DRAINAGE SYSTEM SHALL BE BY HYDRO BG USA, INC. ANY DEVIATION OR PARTIAL SYSTEM DE51GN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL 1 r 3,15• BO Nw zoo(e 1 0.66 (2n WARRANTIES PROVIDED BY HYDRO BG USA, INC. - Protect Info CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLA55 AS OUTLINED BY EN 1433.GRATE TYPE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS TW 22.00 BW+/-19.00 *See detailed spec sheets for the Ana-vandal locking device and the Rebar support SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED USING 4-POINT BOLTING LOCKING SYSTEM.CHANNEL AND GRATE SHALL BE CERTIFIED TO MEET THE i I SPECIFIED EN 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. NOTES:19 OV Version:0412016 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PIr OF056d M UItI-Fam I Iy 2. DO NOT SCALE DRAWING,3. THIS DRAWING 15 INTENDED FOR USE BY ARCHITECTS, ENGINEERS,CONTRACTORS,CONSULTANTS AND DE5IGNPROFE5510NAL5 FOR PLANNING PURPOSES ONLY.CO 15 O New 5 UffOI k Ave. 2 4 AL INFORMATIONA ACCURATE. TINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO MAX REGRADING SLOPE ALLOWED 1:3 Mattituck, NY 1 195 2 TW 22.00 2 I BW 2.0000 I JUTE MATTING FOR SLOPES 1:3 Trench Drain Encasement Detail 6 NEW 12"POURED I #5 REBAR @ 12"O.C. C-4, 1) CONCRETE RETAINING WALL RETAINING WALL FOOTING -► I X I FILCOTEN INLINE CATCH BASIN(I 0620290) m FILCOTEN CHANNEL 4(10620204) FILCOTEN 200 DUCTILE IRON BAR GRATE(17020104) FILCOTEN CHANNEL 4(I 0620204) - s a 12 POURED CONCRETE RETAINING WALL o u_J -- ASPHALT PAVEMENT AS SPEC. FILCOTEN CHANNEL 3(I 0620203) FILCOTEN CHANNEL 3(I 0620203) Revisions -- - ° FILCOTEN CHANNEL 2(10620202) FILCOTEN CHANNEL 2(10620202) Sent for Owner Review 10.2.25 w ASPHALT BINDER COURSE AS SPEC. E FILCOTEN CHANNEL I (10620201) FILCOTEN CHANNEL I (I OG20201) Planrnng Filing Set 10.8.25 I I - >1 .o - - - oNMI BASE COURSE AS SPEC. I I2"BITUMINOUS ASPHALT EXPANSION JOINT ---- _- ! - g. a 12"X 60"POURED CONCRETE FOOTING O 2: - s - e - -----! --- --- (3)#5 HORIZONTAL REBAR Q I. a 23'-011 - I , I � � I I . - I - - - - I-3 0 Trench Drain System Profile THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 5'-0" AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P,C. C 4�- I ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. I I Drawing Title Section - New Retaining Wall 3 11211 = 1 1-011 C 4. I 6"REINF. CONCRETE PAD EXTENDING 6'-O" Dumpter Enclosure BEYOND ENCLOSURE. Retaining Wall Details METAL OPAQUE PANEL ACCESS GATE WITH SELF- _ CLOSING DEVICE, 6'-0"H. I I 4"CAST STONE CAP, PIN INTO TOP OF WALL X T.O.S. 21.15 T.O.S. 21.30 X METAL OPAQUE PANEL I I o TOP OF WALL(0 4") 8"TOP COURSE W/(2)#5 BARS. A CE55 GATE WITH SELF-D JM2 No: 2023 0914 LOSING MESTRIAN DEVICE 6-YARD LIMIT OF G"P.C. DUMP5TER PAD(4,000 Psi)W16 x 6 DATE: 9.10.25 TW 22.00 I 1 1 1 6'-O"HIGH DUMP5TER SCREEN WALLS SHALL BE 8"SPLIT FACE CONCRETE o DUMP5TER 10/10 W.W.F. BW+/ 19.00 I BLOCK. PROVIDE TRU55 TYPE REINFORCING AT EVERY OTHER COURSE.GROUT o DESIGNED BY: BK I ALL CELLS SOLID. BLOCK COLOR TO MATCH BUILDING. SEE BUILDING ELEVATIONS FOR COLOR. CHECKED BY: JM 2 No. 5 BARS @ 32"O.C. AND MIN. 18"EMBEDMENT INTO FOUNDATION. - 6'0"TALL x 8"THICK MASONRY WALL,MATERIAL TO SCALE: As Noted C-4.I 2 �^ 8"POURED CONCRETE PAD(4,000 psi)W/6 x 6 I o/10 WWM. X T.0.5, 21.25 T.O.5. 21.40 X COMPLIMENT PROPOSED BUILDING DESIGN. SEAL SIGNATURE: RED IQfC o GRADE(0 0"> % s 12"CONTINUOUS P.C. FOUNDATION WALL(4,000 psi) 15' 0" �� TOP OF FOOTING(-2-6") I I o° I TW 23.00 BW 19.00 � DOT.OF FOOTING(-3'-2") 8"DEEP x 16"WIDE CONTINUOS P.C. FOOTING(4,000 psi) * 1 +l NOTES: \ THE GATE SHALL BE INSTALLED WITH A SELF-CLOSING MECHANISM - (P CONTRACTOR SHALL DRILL AND THE GATE SHALL BE MAINTAINED IN A CLOSED POSITION EXCEPT AT TIMES THE UNIT 15 BEING ACCESSED FOR LOADING OR UNLOADING. �qJ' 0 3945 OQ� EPDXY SET 12"LONG#4 BAR � F y N STEEL DOWELS INTO EXISTING REFUSE FACILITIES SHALL BE MAINTAINED BY THE APPLICANT OR OWNER 50 AS NOT TO OFFER ANY NOXIOUS OR OFFENSIVE ODORS AND OR FUMES. F EB RETAINING WALL @ 12"O.C. DWG No: VERTICAL MIN. 6"EMBEDMENT INTO EACH Site Plan - Detail 4 Dump5ter Enclosure Section 2 Dump5ter Enclosure Plan I - - it I 4. I I /411 = 1 1_011 C-4. I 111 = 101-01► C- �- I 1 /4 = I -0I► C- i l Architect of Record: JM2 RC ITE JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE 5UITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 Applicant: Nickolas Mlrand0 183 Smithtown Blvd. Ne5Con5et,NY 11767 631-813-6152 Owner: Handy Pantry Stores Inc 183 5mithtown Blvd. Ne5con5et,NY 11767 631-361-9440 Surveyor: Aerial Land 5urveying D.P.C. 200 Orville Drive,Unit 495 Bohemia, NY 1 1716 833-787-8393 OCT 0 9 2025 SOUTHOLD TOWN PLANNING BOARD Project Info ProF05ed Multi-Family Luminaire Schedule 150 New 5uffolk Ave, Symbol Qty Label Description LLF fl 1 P3 LDS-SAL-60-DB-T4-1-40-MAS-BS 0.890 Mattituck, NY 11952 --® 3 P2 LDS-SAL-60-DB-T4-1-40-MAS-BS 0.890 2 W LWS-MFC-25-DB-1-40 0.890 Calculation Summary Label Avg Max Min Avg/Min Max/Min AsphaRLOT 0.94 5.1 0.1 9.40 51.00 Groundplane 0.25 5.7 0.0 N.A. N.A. PropertyLine 0.00 0.0 0.0 N.A. N.A. --- Rewsion5 5ent for - -- - --- - Owner vi w 10.2.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.© ,- -- - -- - -- - - - - - - -- - fi -- - ° 0.0 0.0 0.0 0.° 0.0 0.0 0-T -0 �--o °-T o.7U�- o. 0 + .0 + II I I 0. Q0 0.0 .0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 .0 I 0.0 // I + + + + + + + + + + + + + + + r 0.2 0. 0.0 0.0 0. 0.0 0.0 0. 0.0 0.0 0.0 0.0 ���O --- % 0 0.5 f f j 0.0 D.0 -� 0 0.0 0.0 0.0 0.0 + 0.0 -- - lro.o o.2 0.7 0.9 14 a �. .o + 0.0 0.0 0.0� 0.0 i!0}:0 0.3 1.2 2.2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND '� , I 0.0 %// / •0 A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. +0.0 0.0 0.0 0.0 +0.o ANY UNAUTHORIZED USE OF THESE DOCUMENT5 15 IN A j II l 1. 3.2 � VIOLATION OF 5ECTION 7209 SUB DIVISION 2 OF THE ! o.0 �I _1 ° N.Y.STATE EDUCATION LAW. j ° 0.0 0.0 0.0 0.0 0.0 IL ------ 0 + i i 0.0 II0.0 i i, -- ----- I 0.0 0.0 0.0 0.0 0,r Drawing Title 0.3 4 0.9 0.9 Li htin Photometrn 0.0 + .o 0 5 0.0 0.0 0.0 0.0 2+ + + 0.8 g 1 /0.0 --m I .o (j0 + 0. 0.0 0.0 0.0 0.0 � I �.2 4.I + .0 0.4 + + + + T+ 1 + + + + + + + + +0.9 .1 l 4 8 1.8 2. 3. 1. 0. 0.0 0.0 0.0 0.0 / 0.0 1. 1.1 1.0 1.4 .o JM2 No: 2023-0914 r`7 I + y n -- + + + + + 0.2 0.1 0.0 0.0 0.0 \.O + + + + +0.6 0.7 .2 3.0 0 � 0. 0. 1. 3 i. 0.8 0. �, DATE: 9.I0.25 o.1 0.l o.o o.o ow` DESIGNED BY: BK 2.2 0.4 0.3 0.4 0.6 0.6 0.6 0.6 + .6 0. 0.2 � 0.1 0.2 0. 0.1 0.1 `-0 0.0 0.0 0.0 o + + +, + CHECKED BY: JM J A5 Noted 'i I I 0.6 1.0 0.9 0.2 0. 0.3 + 0.5 + .4 0.4 0.3 0.2 °•0 SCALE: --- 0.0 0.1' 0. 1 0 EAL SIGNATURE X o + o o.o o.o o.0 5 0.0 0. .6 0.5 .2 0. 0.6 1.1 + 8 1.5 0.8 0 6 0.3 0.1 '��' 01 I -- - I 1 �'� I o.o o.ol 0.1 0. o. �.1 0.0 0.0 0.0 0.0 �9��a ----- !- -- ---------- ---- -- - 0. 0. 0 7 + .4 .6 2 5 1.0 + .6 0 0.1 b - 0.0 0.0' 0.1 0.1 0.1 0. 0 0.0 0.0 0.0k0 / 0.0 i 0. 0 9 .0 1.9 0.6 0.3 0.1 0. sue) 0.0 ory 0.0 0.0 0.1 o:i o.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 ---- F -- IN '' 0.0 �o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 --o.o 0.0 0.0 0.0 0.0 0.0 0.0 oi,l 0.0 0.0 0.0 0.0 Q� .0 �._ ara o.o o:o,",1�0.0 0.0 0.0 0.0 DWG No: - - - - - - - - - -- J 51te Llghtlnj Plan - Photometrlc5 1 11 = 20-0" C-5.0 �..e■ Architect of Record: SOFFIT LIGHTING IN REVERSE GABLE +25'ABOVE FIRST FLOOR(EL 22.5) SOFFIT LIGHTING 22'ABOVE FIRST v 2 FLOOR(EL 22.5) I, 10'-0" 10' 0" 31_0° IRCHITECTUREn o ® ® ® ® ¢� ® ® ® ® ® �, JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE ® ® M SUITE 300 ® ® ® ® ® ® ® FARMINGVILLE, NY, 1 1738 T 631.320.3305 FI 631.320.3307 o � o I' DROP SOFFIT(TYP.OF ALL Applicant: BALCONIES) Nickolas Mirando (5)SOFFIT LIGHTS PER BALCONY 183 Smithtown Blvd. ® (2)SOFFIT LIGHTS PER BALCONY 2 I'ABOVE FIRST FLOOR(EL 22.5) ® Ne5con5et,NY 11767 2 I'ABOVE FIR5T FLOOR(EL 22.5) G31-813-6152 (TYP.OF ALL SECOND FLOOR BALCONIES) Architect of Record: o JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 ® ® 631-320-3305 Structural Engineer: MEP Engineer: Surveyor: Aerial Land Surveying D.P.C. OCT 0 9 2025 200 Orville Drive,Unit 495 SOUTHOLD TOWN Bohemia,NY 1 1716 PLANNING BOARD 833-787-8393 Project Name o ProP05ed Multi-Family o ® o Project Address ® m 150 New Suffolk Ave, I ® ®�3'-0" 10'-0" � 8�_7�� 10'-0" 10'-0" 8'-7" ® ® 10'-0" 3'-pil Mattituck, NY 11952 2 Project Type Second Floor 1 /811 = 11-011 C-5" I Commercial SOFFIT LIGHTING I O'ABOVE FIRST FLOOR(EL 22.5) 5'-8" 5'-8" 5'-8" 5'-8" Revisions ® ® Sent for Owner Review 10.2.25 5 GRADE EL. 21. GRADE EL 21.5 Planning Filing Set 10.8.25 o � cn `� I' DROP SOFFIT(".OF ALL BALCONIES) (2)SOFFIT LIGHTS PER BALCONY 0 9'ABOVE FIRST FLOOR(EL 22.5) (fYP.OF ALL FIRST FLOOR BALCONIES) o 0 0 0 o � o_ o FF EL 22.5 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 0 o SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Dramng Title 0 ® 5offit Li htin Plan SCTM# 1 14- 12- BUILDING No: SCDHS No.: JM2 No: 2023-0914 D %. \I PLANNING No: DATE: 10/02/25 0 0 GRADE EL. 22.0 C? TL GRADE EL. 21.75 SEAL 4 SIGNATURE: DE51GNED BY: Author 3 0" 10'-0" _ CHECKED BY: Checker 6'-3" 6' 3" 4' 6 T1/2- 4� 1/2" 0" 4' 0" 4'-6 1/2" 4' 6 112" 6' 3" 6' 3" 10'-0" SCALE: 1/8"= 1'-0" ® ® (4)SOFFIT LIGHTS FOR ROOF OVER DWG No: ® o o ® I O'ABOVE FIRST FLOOR(EL 22.5) C =5sl First Floor 1 1 /8ii _ 1 i-oil C-5�- 1 Architect of Record: : :�: Lumecon p,�•:Comecon LMTD-HS :° ��: umecon LMTD-HS :p �:Comecon LMTD-HS ''° w' LMTD-HS ��edsa, ��te�i, �i, ��� a•• MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Alidtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight Catalog Number. Fixture Ordering Information Decorative Bases Ordering Information Photometric Data JM2 LMTD-HS Options/Ordering Example:LMTD-HS-H1020240-DBZ-T3-FG-140 Over 58 Base options available.The most popular listed below.To view all options,download Base guide here � Project: kIRCITECTUREDPc ( ..' u } .,�. �r,,-{,^t�g.'�...-_.......Eis� .-..,.,-.,.:,t,...,W •�i's.... :�,��_.,,.._.,....,:..n':`�r� ._--, ,:»,7s ,:.���1'"'L�?.:.� 9 a I e 5 / 9 Y 1 p t Y 3 1 5 B 7 a 9 9 8 7 a S 4 3 Y 1 0 1 2 8 4 5 6 T s 9 4' 4' s LMT0.HS H10202 20-20 Watts See Options an Pg B T2-Type 11 FG-Flat Glass 1-120-277V 22-2200K 4' 1' -�, -,-30-30 Wattsl 6 rY - H10502 40-40 Watts T4•Tie�V TO-Tear Drop 2.347480V 30-3000K 3' 3' { r I JM2 ARCHITECTURE, DPC Comments; a i__ __- e �� r + - Prepared By: Date: YPa 3' 3' s � �,- - -l-. L II 1 � s �_1- � , „• 50.50 Watts TS-Type V 40-GOOK 1 (-i.-�-.- _- .I-+-.)_ __.}__ _ e -,-�- -I I-{'- � -+ -I- � - i �-f � 2410 NORTH OCEAN AVENUE 60 Watts 50-5000K s I--.-I _I--K- ..1 I 1 I-t- �- * -{- I" Technical Specifications ( T_ x z' 2' 2' 2' x -I- i 1- - SUITE 300 70-70Watts --I { _ PARMINGVILLE, NY, 11738 °PUT VOLTAGE:120-277V or 34748OV. a - t --:-I 0 t - �"� �_+_-. at with: 80-80 watts - _ �.� >_ 17 -I-�'- O T 631.320,3305 H10502 Style HOUSING:Die-cast aluminum housing with 60% loss 1 1 1 1 "=� t 1 -�' - a M 9 9 polyester Powder coat finishes for 4" ku z t--r- - r II-? Y DUZ Derk eranze Fnkh maxlmum durability.The base aluminum material is prepared using an environmentally 90-90 Watts r - _._ s � - t- - Fc-Flea Glass Las frlm non-Chrome 2-step surface cleaning and assivahon process.The process results .-,ti,"„;>.,w (i J I T..1I1I s IT+ 2700nss eeent&edcelam inn more dluuable conversion layer hanoabd�to the chromate conversion coatings and 110-1 O Watts ._ ...�,... ..........:.... -' e - - - _;-- t .�-I t-r u'al g g ..,,.- 0 0 0 e tt _-I-_t 1. ; 1 sho ng e. Description H-Arlan 13 H-Arlon 17 H-York 17 H Homewood 7 I + P MDUNTING:Mounting arm designed for a top-down harp.Check out our full fisting of Base Diameter:13' Base Diameter,lT Base Diameter.I Bane Diameter.IIA2S' decorative arms. a es,and coley, Options&Accessories Lumecon LED's Midtown Teardrop,complete with a side-mount hang-straight feature,is a 3'-P Bus Diameter; 4'-5'-8'Boa Dhmstan 4'-5'-8'BuU Dlametets 4'BuO Ohmeten p L PC1-120-277V Twist Lock Photocell(10-year p robust,form fact. a t designed decorative teardrop fixture.The LMTD combines a rating. he EFFECTIVE PROJECTED AREA(EPA):1.0 ( Y�warranty) elegant form fadorvnt,a ostinin-class,1g0,0gicacy,LED lumi tics ntrole rating.The 1�D LMTD is purpose-built,boasting exceptional efficacy,custom optics control,unmatched COLOR TEMPERATURE:2200K,2700K,3fX)OK,4000K,and 5000K available PC2-347460V Twist Lock Photocell(10-year warranty) Distance in Unta Of mounting height(10 it) LMTD-20-T3 Distance in units of mounting height(10 ft) Applicant: uniformity,and tight spread The LMTD can also adapt a any control system,or mesh DIM4-105-305 VAC,50/60 Hz with ten position field adjustable selector switch network integrffibn.Perfect for DOT,Streetscape,and Dcwntown Decorative lighting, LED LIFETIME:All LSD's are rated for minimum of 100,000 hours o(continttous operation the LMTD combines USA-Made technology with long4emn payback.Applications Include at ambient temperatures from 40°F/40"C to 1151F/461C. DIM4-HV-High Voltage 312-530 VAC,50160 Hz with ten position field adjustable selector switch Nickolas Mirando parking lots,roadways,pathways,and general area lighting. Pole OrderingInformation Y ge COLOR RENDERING INDEX(CRI):Minimum of 80 or higher CRI 90+available upon DIM4-CD-Constant all-night Dimming 183 Smithtown Blvd. request.CRf 90+not available in 22WK. DIM4-CD-HV-Constant all-night Dimming,315-530 VAC 5O/6OHz capability, DIM4-CUL-120 VAC.50/60 Hz,cUL-cerrified version with gray cover Pole Ordering Example:m,30'Mo nfing �� ND F Ne5con5et,NY 11767 -- - - o t Y s 4 e a l e a g DIMMING:0.10V standard dimming � P � � P Lighting P year � aging Rounded Tapered Aluminum,30'Mountlng Height, feaa agaela 51e1 s 1117 Mg FPO s e e s �s 2 , D 1 x s 1-e e 7 e a p s-�a T s s 4 s- s�- Dimensions 8 Weights CUSTOM OPTICS:Comecon meticulous maenad premium c ticel lenses to DIM4 ACC-Ada Adaptive LI htin Control with a 2%per er incremental increase b co nsate for an a In fixture 188"alai!Thickness,8"Butt Diameter,4.5'To Diameter, 63 1-8 1 3-6 152 •_*7• •,, .&,D v,-M _ maxknize the distribution and uniformity of light while minimizing Cost.Our arrays distribute 4-Bolt Base,Satin Aluminum Finish H I--L�I I I ILJ U L.�U I�.J T� T_-N e '*_•'+'="t DIMS-XX-Factory set dimming schedule(10 position selector switch not available} T I 1 ! T _ f !_ + " fight at least 21%further and with 29%more uniformity Man leading competitors.Lumecon apn eau to Sr(' _ Sa kxrstom lenses create a uniform,well-lit environment that mitigates Illuminance'hot spots" Ili58wlr iltasEil WiERI s -} -+ e I 1 -�-L"r t t,`.�.. xt:�. a - -. "-�'"`: -• and use less wamage than typical LED area tights. A E s I - s Ir----- - ' Owner: H1020-2 22 1/8' y 36' 21 13/18" 4 50lbs Base and Pole Ordering Information 4 '-'-tT' -- -• - ' i'-"'- 'SURGE PROTECTION:PROTECTION:Thermally protected 20kA/4OkV varistor type surge suppressor g s } _ H10502 22 1/8' 36" 21 13/18" SOIbs is included and meets ANSI C136.2-2015:Extreme Level.Also meets IEC61643-11 Class ,i," - g, „c. ' - _ _ Inc II!EN61643-71 Type 2,ant US Deft of Energy MBSLC Model Spec for surge protection •, •"r - ' -" I - �_I I - - .I i_i - _ 3 ant Stores Han Pa ntry ...• 2 Y ry The device Is wired in series with the lummaire input in order to interrupt ..-.�' '^�'0-•;' '•^"• ...�••'.•".^.� _.--,"•.'_ ' `•-- id `.--.� -. --I"- --'-' o q p power' p powerto '^ "•''•�•���-°'-'°^^-"' - - H-RSA-RoundStrelgMAlummum 1-10" 5-5" 7-7" 01-Satin Aluminum(RTA and RSA) , i -?'-I {-- - "'�"'" -I 183 Smithtown Blvd. the luminalre when consumed,protecting the LED power supply and circuit boards from X-None X-None X-None H-RTA-Round Tapered Aluminum 2-12" 6-6" 8-8" 02-Satin Aluminum(SSA) additional electrical purges. H-Aden-13 H-RSA-Round Straight Aluminum 27-00779 H-RFA-Round Fluted Aluminum 4-4' J-8.625 9-9' 8A-Black Powder Coat t k"-} {-�',-� - s ' �" Ne5con5et, NY 11767 BH-Whte Powder Coat _ -i�-- 1,' _ LUMECON ETD"'SYSTEM:The enhanced thermal dissipation system engines are � 9 _ 63 I-36 I-9440 thermally bonded to provide maximum thermal dissipation to the exterior of the fixture to H-Aden-17 H-RTA-Round Tapered Aluminum 27-00180 -- ---- - i;. BM Dark Bronze Powder Coat (� �' - ensure ong Ire To protect the light engine parcel from moisture and corrosion,the LED a `',- ice' '' £ "� -C'_„ BV-Dark Green Powder Coat - ---j -I i-{-1_� _ i 1-i 1 --� a� 22 1/8• 36' H-York-17 H-RFA-Round Fluted Aluminum 27-00169 - --^-•-"•+ = "�'-'''`'d�'-`�= --- "-- s y- - --- - Nght engine panel Is uniformly coated with a W stabilized acrylic polymer resin that meets 08-8" 14-14" 20-20" A-3" GC•GrayPowder Coat I ": ---- T-- - -I ' _ _ . -'_{ Surveyor: MIL and ASTM thermal Shock. standards,UL,end IPC standards for flammabdl moisture H-Homewood 27-00181 -; t '-i- -f- - } -I s �- 1_ t3'� 10-10" 18-16" 25-26' B-4.5" -Specify Finish 8 ` j I ��I �I I I T i - resistance and thermal shock. T - --u--�- - H-B109878' Y-z re' 12-12' 18-18" 30-30" C-8' i� a .J._,._y._ ;.,.}_ r1? -I ` t_i_ I_� -1_.j Aerial Land Surveying D.P.C. CERTIFICATION DATA:ETL Listed to UL 1598,UL 8750 and CSA 22 2 No.250. 'Full p compliance and test documentation is available for TM-21,LM-79,LM-80,ETL Listing to LMTD-20-T5 200 Orville Drive,Unit 495 UL1598 and UL 8750.IP66 Rating Pending. For additional Options For additional Options For additional Options - -4 m ..a<�.m.,4,ae.i( sasa•e.ei...•� LMTD-20-T4 Distance In units of mounting height(10 it) click here: dick here: click here: n' ay %°'a^ Distance in units of mounting height(10 it) 2113N8• O.aD•aa/Aby sou-rs ..w. _. _ ......d 1- _.._-...- ..; Bohemia,NY I I7I6 DESIGNLIGHTS CONSORTIUM"(DLC)QUALIFIED PRODUCT:Unless noted,not all De ra've BBa5q_Qgtions Pole Op�Ltins HS Arm Options' 8-0.125" F-0.250" 3.3-Bolt Anchor Base H10202 H10202 versions of this product may be DLC°qualified. For a complete list of Lumecon DLC" C•0.156" G-0.312" 4-4-Bolt Anchor Base 833-787-8393 w/fiat glass wAeardrop Qualified Products visit www.designlights org. cw a fae fli-rlj C NM D-0.188" H-0.375" V-Bee Hive Base slamw.srw ssr s-e MANUFACTURING ORIGIN:US Manufactured and Assembled. Hang Straight Arm Options r• E-0.219' H-Hinged Anchor Base 12"gal��*re E-Dirac Buried(Embed) BUYAMERICANACT.The product is assembled in the USA and meets the Buy America(n) F-Breakaway Transformer Base government procurement requirements under FAR,DFARS,and DOT regulations. H.B109878• BABA COMPLIANT.Meets Budd America,Buy America Act Included in the Infrastructure Investment and Jobs Act,Public Law Number 117-58,Title IX,Subtitle A Part I-Buy /a1`,C 22 li 38' America Sourcing Requirements,Sections 70911-70917 stating Manufactured in the U.S- for additional Options,download Pole Guide Here a off•a L Y Y V - M F C The cost of components mined,produced,or manufactured in the U S.ce greater Man 55 ° •• Lu m e s o n 0 C T 0 9 2025 percent of the total cost of all manufactured product components. 1 6W®a. WARRANTY:10 Year L70 performance based warranty.For full warranty terms,please WORKMEN SERIES LED Wall Pack visit curwebste:wwwIumeconocen 27-00179 27-00180 27MI69 27-00181 SOUTHOLD TOVM Single Bent Double Bent Single Straight Double Straight PLANNING BOARD [T Bracket Arm Bracket Arm Bracket Arm Bracket Arm 10, "`��� "' a• ,!v :'`; • * H33 TAr H:33 718" H:171/2' H:1712' W.55' W.93 M'R W 55" W 931/8'R CatalogNumber. H70502 H10502 Intetek D IP66 EPA:1.30 EPA:2.00 EPA 120 EPA:1 80 wiflat glass wlteardrop Rarroarwxw Ernst:affies.�umecan°a,a webam:yu�y3uDLewD.mm Phew 24e'n3°Da For addHional Options,download HS Arm Options Here" E'n."'u'es-�wmam^m'^wae,"e'+.,.^^'win°=n^cam Rnm.24s+n"waa Capyrlphi02025 Co CCC.NI Rohr Reserved V-1 aeas411rasran.mmwebw fY�YeJ11.De%giaaPlirw:240477-5009 „ Proems Project Info Nob'specs eiaxe srM plgimeebk min ee wbmd W deew of are,Nme waled nall- Capwipld02025 Li exi pl LLCM Rights Reserved COPyr'ali 1 Note Spedecabpna ant pliolomelda Oak reeWpNbaNrOeMrrytlme vrwioW nolke t02025 Wrtrapi LLC.MRiym Reserved Please..a•,�...•.wme�,.00n+id,as vat w»nn�,h«+a.m 1 ianenr wn shK Wn-Ns 091620.5 *PC and DIM options must be pole-mounted by the contractor when selecting arms marked with an asterisk(). sh-WCMTaRs�t„e:�,zs �•• '�^•'• +� W�ig-A.^^°e� ^+^k + SheeJUllTn+ip 091F20T5 pkaw see wwwWmecon eorrilrameM epecficallam and muimenbbon pheoktM1lTC-f "^-.-•-+ may$, Commends: Prepared By: Data; k Description Technical Specifications Pro osed M u Iti Family a�Efip•'4 The LWS-MFC medlum full pilaff wall pack delivers the illumination performance to replace Input Voltage:120-277V and 347-480V p•4p•i. _ ��,�: C up to a 250W HID fixture one-(Drone.The sleek size of Me LWS-MFC makes this an energy °� � Lu m e e o n :ffia �� Lu m e e o n °�� Lu m e e o n LMTD-H S saving solution for outdoor building facades general security,storage areas,and en door Housing:Die cast aluminum housing with full cutcR and textured architectural bronze a • • rig 9 9 ty• all try •... L -H S i' applications conduit coat finish over a chromate conversion coating 1 r1'coin plugs with O rings for 150 New 5 U ff o I k Ave MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight MIDTOWN PENDANT SERIES LED Midtown Teardrop Hang Straight '• MIDTOWN PENDANT SERIES LED Midtown Teardrop Han Straight p g g conduit 8 photocell Installation. Photometric Data Paint Finish Options Dimensions&Weights Lens:Tempered Clear Glass Lens with an impad-resistant Polycarbonate option for vandal resistance In high abuse fighting environments. ;7 k' , Mounting:Cast-In template for mptnting directly over a 4'recessed outlet box,or use M a t t i t u c k, N Y 1 .;h q,:,,. '.i Standard .- .. .1 17suriacecondult. 1 s x 1 0 1 z a 4 4 e z t o 1 z s / LWS-MFC 10.43° 11.22" 46T" t01bs + 4 '-� Effective Projected Area(Elaft 0.4 fP 2 20 TO 2613 1 0 1 131 2647 1 0 1 132 2953 3 0111 148 2953 3 0 3 148 - 3 20 TD 2674 1 0 1 134 2709 1 0 1 135 3022 1 0 1 251 3022 1 0 1 151 LMTD-HS(SM}-20 Tear Drop Lens 3 - s - , Color Temperature:2200K,2700K,3000K,4000K,and 5000K. 4 20 TD 2617 1 0 1 131 2651 1 0 L 133 2957 1 Oil 14a 2957 1 0 1 148 -----`- - '-- - -- 7 jj LED Lifetime:All LEDs are rated for a minimum of 100.000 hours of continuous operation 5 20 TD 2649 2 0 1 132 2683 2 0 1 134 2993 2 Oil 150 2993 2 0 1 150 2 z S at ambient outdoor temperatures from 40°F/40'C b 115"F/46°C. Z 20 FG 2470 1 0 1 124 2503 1 0 1 125 2792 I 0 1 140 2792 10 1 140 f• �~ 3 )i - - 1122; _---.� - _ � \ � � Color Rendering Index(CRI):Minimum of 80 or higher.CRI 90-available upon request. LMTD-HS(SM)-20flet Glass lens s 20 FG 2d35 2 0 1 122 2463 2 0 1 123 2752 2 0 1 138 2752 2 p 1 238 1 y D �. 3 20 FG 2546 1 0 1 127 2574 i 0 1 129 2877 1 0 1 144 2877 1 0 1 144 ✓ '` � `, .....�.„,...,., „__.......-_,ors - :.� ,,.. �� � • `1. - - - F CRImin not available In2200K. 4 20 FG 2d31 1 0 1 122 2463 1 0 1 123 2747 1 0 1 1$7 2747 � 1 0111 137 � � s" BLX Blade FGN Forest Green WHiWfsb LBR Brown BRN Brown DBZ Dark Bronze ARBArdlileebxel&prize SRT Shadow Rust 4�' Dimming:0-70V standard dimming capability. 2 30 TD 3984 1 0 1 129 3932 1 0 1 131 4358 12 1 145 4358 1 0 1 145 0 I, %"-r "1 s ! ', �• 1, ICI ______lam 7 ! �� I 10.43' Surge Suppression 6kV 3 30 TD 3985 101 130 3933 101 132 4377 101 145 4377 101 146 -�.�_._--" �! "„./ Premium LMTD-MS(SM)•30 Tear Drop lam , + j Lumecon ETD"'System:The enhanced thermal dissipation system engines are ` - _ ../ thermally bonded to provide maximum thermal dissipation to the exterior of the fixture to 4 30 TD 3f185 12.1 130 3933 1 0 1 131 4359 1 0 1 145 4359 1 0 1 145 5 30 TD 3894 2 0 1 130 3941 2 0 1 131 4369 2 0 1 146 4369 2 0 1 146 -� , x �, s � - ensure brig Ire.To protect the light engine panel from moisture and corrosion,to LED 2 30 rG 3845 1 0 1 128 3892 1 0 1 130 4314 1,011, 144 4314 1 0 1 144 I d�0 0 a Q 0 O kohl engine panel is uniformly coated with a W stabilized acrylic polymer resin that meets 3 30 FG 3866 1 0 1 129 3913 1 0 1 130 4337 110111 145 4337 1 0 1 145 MIL end ASTM dielectric standards,UL,and IPC standards for flammablll moisture LMTD-HS(SM}30FlatGlazs lam s - s -- / tY. 4 30 FG 3835 1 Gill 128 3881 1 0 1 129 4302 110111 143 4302 1 0 1 143 resistance and thermal shock. 5 30 FG 3836 2 Oil 128 3882 2 0 1 129 4303 210111 143 4303121011 143 4 4 •' �' - U - go- Certification Data:ETL Listed to UL 1598,UL 8750 and CSA 22 2 No.250. •Full 2 40 TD 5139 1 Oil 128 5202 1 0 1 130 5771 1 0 1 144 5771 11011 144 LMTD-110-T2 LMTD-110-T3 +' 3 0 To 5161 1 Oil 129 5225 1 0 1 131 5796 110111 145 5796 1 0 1 145 Distance in units of mounting height(25 If) Distance In units of mounting height(25 it) ABS Antique Brass ACPAMque C°PPer VON Vent ASI bisque Siher vv62 Vveetllamd&raze R82 Rustle Bronze compliance and test documentation is evadable Mr TM-21,LM-79,LM-80,ETL Listing to UL1598 and UL 8750. LMTD-HS(SM)40 Tear Drop Lem 4 40 TO 510 1 Oil 129 5204 1 0 1 230 5772 1 0111 144 5772 1 0 1 144 DeslgnLights Consortium•(DLC)Quallffed Product:Unless noted,not all versions 5 40 TD 5152 2 Oil 129 5215 2 0 1 130 5785 2 0 1 245 5785 2 0 1 145 `� '"""'kr"`r"" Field adjustable up to 90° I of this product may be DLC"qualified. For a complete list of Lumecon DLC"Qualified Rew51on5 2 40 FG 5087 1 Oil 127 5150 1 D 1 129 5712 1 0 1 143 5712 1 0 1 143 Products visit www.designhghts org. 3 40 FG 5114 1 0 1 128 5177 1 0111 229 5743 1 0 1 144 5743 1 0 1 144 j C - LMTD-HS(SM)-OFlatGlass lens - - - ManWacturingOrigin:US Manufactured and Assembled. Sent for Owner REVIeW 10.2.25 4 40 FG 5073 1 0 1 127 5135 1 0111 128 5696 1 0 1 142 5696 1 0 1 142 4 s z 1 0 1 2 s 4 4 3 x 1 0 1 2 3 1 5 40 FG 5074 2 0 1 327 5137 2 0 1 128 5697 2 0 I 142 5697 2 0 1 142 4 - - 4 - ,•,,,,",R,6 .,,i4,,,, • Buy American Act:The product is assembled in Me USA and meets the Buy America(r) 2 50 TD 6374 1 0 1 127 6453 1 0 1 129 7163 1 0 1 143 7163 1 0 1 143 govemment procurement requrementsunder FAR,DFARS,and DOT regulators Planning Filing Set 10.8.25 ARDMtlque Red VCP Vertb Copper VTC Vkik9e Copper ORA Granxe RN honet0rla VBZ Verde Bronze LMTD-HS(SMH50 Tear Drop Lem 3 s0 TD 6102 1 0 1 128 6481 1 0 1 130 7195 1 0 1 244 7195 1 0 1 144 a - _ -- a Warranty:10 Year L70 performance based warranty.For full warranty terms,Dlease visit 4 50 TD 6376 121 128 6455 1 0 1 129 7165 1 Oil, 143 7165 1 0 1 143 �•-'` "� our website:www.lumecon.com 5 so TD 6390 2 0 1 128 6469 20 1 129 7181 2 0 1 144 7181 210111 144 2 f '� 2 / /,-•-�--- 2 50 FG 6109 1 Oil 126 6387 1 0 1 128 7090 1 0 1 142 7090 121 142 '� / It 3 5o FG 6343 1 Oil 127 6422 1 0 1 128 7129 1 0 1 143 7129 1 0 1 143 1 '� � 1 I!J � LMTD-HS(SM)•50 Flat Glass lens 4 50 FG 6191 1 011, 126 6369 1.0 1 127 7070 1 0 1 141 7070 101 141 5 50 FG 6t93 2 0111 126 6371 210 1 127 7072 2 0 1 141 7072 2 0 1 141 2 60 TD 7588 1 0111 126 7683 1 0 1 128 8536 1 0 1 142 8536 1 0 1 142 LMTD-HS(SM)-60 Tear Drop Lem 3 60 TD 7622 1 Gill 127 7717 1 0 1 129 8574 1 0 1 143 8574 1 0 1 143 4 60 70 7691 1 0111 127 7685 1 0.1 128 8538 1 0 1 142 8538 1 0 1 142 2 �,� /:�/ 2 ��..•/ !1 5 60 TD 7608 2 0 1 127 7703 2 0 1 128 8558 2 0 1 143 8S58 2 0 1 143 _ �/" 2 60 IF 7Sll 1 0 1 125 7604 1 0 1 127 844E 1 0 1 141 8448 1 0 1 141 s _ ". a, - - - - - -- - 1.MTD-HS(SM)-60 Flat Glass Lens 3 60 FG 7552 101 126 7646 101 127 84194 101 142 8494 101 Sat 4 60 FG 7489 1 0111 125 7583 1 0 1 126 8424 1 0 1 140 8424 1 0 1 140 4 4 Email:safssl@lltmeren.cOm Website ww•.v.lumecw win Phone:248-477-5009 - 5 60 FG 7491 2 0 2 125 7585 2 0 1 126 8426 2 0 1 140 8426 2 0 1 SO LMtance i•T4 LMtance I units Copyright 02023 Lirnecon LLC.All Rights Reserved Distance In units of mounting height(25 it) Distance in units of mountingheight 25 it) pec fi p subject change y '10 a�a. '`-. Schedule � ( Note:S catbm and hotometrk data are s b ed b than at an Ilene wfeaul notice ''i:°; Gopydpht 25 Comecon LLWC MRghh RaaeiveC fin,�OA•Ne<7rE0oa Please see www.lumecnn trim for current specifications end documentation ShWLWS-MPC a211,^Oza ` Intertek Nots.Speoeubom and ph l ro min ere eubtectb tl,rq;e et arw trial,wlllnul m1ks. please see www lumeron corn for mmenl fpecRrewna ad daawnenkbw 9nenlCMTD+Ie 99102025 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A '0 4'. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE istMo• umecon LWS - MFC N.Y.STATE EDUCATION LAW. O Lumecon LMTD-HS WORKMEN SERIES LED Wall Pack MIDTOWN PENDANT SERIIES LED Midtown Teardrop Hang Straight Ordering Information �..... _ ,°c -a. LWS-MFC-Options/Ordering Example:LWS-MFC-25-DB-140 Drawing Title .-.�.-....,..�,`,�....,, ,.-.,+_ -is.i. , ,. - .• � i" '~-..•.--.� t �- EmaH'falesRflumeOatmQl Weheae vlumemnc°m Pha»218i1r-5009 Small aaleslm wneco Webaae Plane 21ai17+u00B .'t3:�S.ttY+. .......... x,i.:-�&•._a.... ............a. - ;"'.,t -.'r'•r'S"_,.. 1 Ervial im zozs wmwon We M warm R•aarved n�m ""1ef°^`°� 10-10 Watts µ DS-Dark Bronze w 1-120-277V 22-22DOK 2 70 TO 8783 1 0 1 125 9894 1 0 1 127 9889 1 0 1 141 9889 1 0111 141 Copyright 0=5 Lumecan LLC M Rghb R,a e,1 Nok spedsa sal.aria plrolonwbicmkane suyearochripex.ay sine wwapt nonce Nor spnrwe„a.ne IMto -ink am wgeaaair,ge et m sin.wiDwinwaa. 25-25 Watts CC-Custom Color 2-347480V 27-2700K 3 70 TO 8822 110 1 126 8933 1 0 1 128 9933 1 0111 142 9933 1 0111 142 please eae wmvharieccori.corn for anent weiifi a"rue d-weiam sh.i1LMM+1505132025 pluee ate www Wnwton coin fy garteM axair>bm and doarRmanm .heeVL %)0 S 09102r25 LMTD•HS(SM)-707sar Drop lens 4 70 TD 8786 110 1 126 8896 1 0 1 127 9892 1 0111 141 9892 1 0 1 141 0-40 Watts 30-3000K L�g h t Fixture s 5 70 TD 8806 210 1 126 8917 2 0 1 127 9914 2 0111 242 9914 2 0 1 142 60-60 Watts 40-4000K 2 70 FG 8692 1 0 1 124 8802 1 0 1 126 9786 1 0111 140 9786 1 0 1 140 LMT0.H5(SM)•70 Flat Galas Lena 3 70 FG 8740 1 0 1 125 8850 1 0 1 126 980 1 0 1 142 9840 1 0 1 141 50-50o0K 4 70 FG 8667 1 0 1 124 87761110111125 9758 1 0 1 139 9758 1 0 1 139 Options 8 Accessories 5 70 FG 8670 2 0 1 124 8779 2 0 1 125 9761 2 0 1 139 9761 2 0 1 139 2 80 TD 9958 1 0 1 124 1D084 1 0 1 126 11221 1 0 1 140 11221 1 0 1 140 PC1-120-277V Button Eye Photocell LMTD-HS(SM)-80 Tear Drop Lens 3 80 TD 1DO02 12.1 125 10129 1 0 1 127 11272 1 0 1 141 11272 1 0 1 141 PC2-34T-080V Button Eye Photocell 4 80 TD 9961 1 0.1 125 10087 1 0 1 126 11225 1,0 1 140 11225 210111 10 5 80 TD 9994 2 Oil 125 10110 2 0 1 126 11250 210 1 141 11250 210111 141 Oct-Ormff 2 so FG 9854 1 oil 123 9979 1 0 1 125 11104 110,1 139 11104 110111 139 OC2-DimMigh LMTD-H 5M1-80 Flat Gtass Lens 3 80 FG 9909 1 oil 124 10035 1 0 1 125 11166 1 Oil 140 11166 1 0111 10 S( ) SP-40kV Surge Suppression MOV A 80 FG 9825 1 oil, 123 9950 110 1 124 11072 1 Oil 138 11072 1 0111 138 5 8O FG 9828 2 0 1 123 9953 2 0 1 124 11075 2 0 1 138 11075 2 0 1 138 PL-PolycarbonateLens JM2 No: 2023-0914 2 90 TO 11113 1 0 1 123 11255 1 0 1 12S 22534 1 0 1 139 12534 1 0 1 139 LMTD-HS(SM)-90 Tear Drop Lem 3 90 TD 11163 10 1 124 11306 1 0 1 126 12591 10 1 140 12591 10 1 10 4 90 TD 11116 1 0 1 124 11258 1 0 1 125 12538 1 0 1 139 12538 1 0 1 139 t OCC Sensor Option Is selected,mounting height specifications need to be clarified: Mounting height between 0'-10' DATE: 9,1 0.25 5 90 TO 11142 2 0 1 124 11284 2 0 1 125 12567 2 0 1 10 12567 2 0 1 140 9Moum(ng height slid parameler seltirga not specified when ordered.Default mounting height is Mounting height between 10,-20• 2 90 FG 109% 1 0 1 122 11136 1 0 1 124 1202 1 0 1 138 12402 1 0 1 138 f0409ens and preset Fact"settings. Mounting height over20'+ LMTD-HS(SM)-9O Flat Glass Lens 3 90 FG BOSS 10 1 123 11199 1 0 1 124 12472 1 0 1 139 12472 1 0 1 139 OCC Sensor Patterns DESIGNED BY: BK 4 90 FG 10964 1 0 1 122 11104 1 0 1 123 12366 1 Oil 137 12366 1 Oil, 137 5 90 FG 20967 1210 1 122 11107 2 0 1 123 12369 2 0 1 137 12369 2 0 1 137 2 110 TD 13362 1 0 1 121 13536 12 1 123 15099 1 0 1 137 15099 1 0 1 137 0'-10'Mounting Height 19-40'Mounbng Height 40'+Mounting Height 3 110 TD 13423 1 0 1 122 13598 1 0 1 124 15168 1 0 1 138 15168 1 0 1 138 ___r_-- a t•md.�ixti �� CHECKED BY: JM LMTD-HS(SM)-SIG Tear Drop lens •- r 4 110 TO 13366 1 0 1 122 13540 1 0 1 123 15104 1 0 1 137 15104 1 0 1 137 b _ a=�'"/t 5 110 TD 13398 2 0 1 122 13572 2 0 1 123 15139 2 0 1 138 15139 2 0 1 136 (�,,✓- .I >,ti " t 2 110 FG 13219 1 0 1 120 13391 1 0 1 122 14938 1 0 1 136 14938 1 0 1 136 •"- � •• cawx� I y ]yl� S T' '. •, F •: SCALE: As Noted 3 110 FG 13295 1 O 1 121 13468 1 0 1 122 15023 3 0 1 133 15023 1 0 1 137 . low f i�� ..-- LMTD-HS(Slvli Flat Glass Lens q 110 FG 1318D 1 0 1 120 13351 1 0 1 121 14893 1 0 1 135 14893 I 0 1 131 • " "" f -" "•pL " " � �-� "eoinnga rap vbw Cowya sim4m + n: aye " s 130 FG 13184 z 0 3 120 133ss 2 0 1 121 14898 2 0 1 135 Sda98 2 0 1 335 •-y-;,-a-.-r- •:- ,, -�i� C01r°gs&tli 4ni SEAL�SIGNATURE: Cmraaop View ,d : i Dimmed State Nigh Laval Photocell Operation Dwell Time Ramp-up Time Ramp-up Time / /'� Option (Unoccupied) (When occupied OC4 Option Onl• (From unoccupied (From occupied `�� `� P ) ( P Y) (Occupancy time delay) to occupied) to unoccupied) OC2 and OC4 Approx.20%Output 100%Output Enabled 0 1.5 FC' 5 Minutes Dii __T_sabled Disabled •Note:OC2 and 01 sehmgs exhie ing photocell fief gam,hlgh4ow dim rates,end occupancy sensor time delay ere all cor"bte by using the Wadsbppent App. * I I Eaais&atnciumec°n rum Websee lL�xh1 ,s;inn om P1,,ne 2464T?-5400 `������iii✓✓✓JJJ trany otheraeMngs are desired to be net at the factory,please note Mere changes fir Purchase Order- CWiTight 02025mlwriscon LLC.M Rights ReatvW. Note.apma d platomeab feb w subject W tlm0e sl erry ems wli noble Pk»e ores www.Wnemn.opm br aar4°it speoneaoans and doameMatlan SheH'LMTn-HS 09,62025 LP �u I Performance Data �'9TF 0 3945 """!?""°j°"a�!"""•aal . i/_ u.. . 1., DWG No: LWS-MFC-10 10W 1,120 112 1,270 127 1,310 131 1,390 139 1,410 141 LWS-MFC-25 25W 2,564 107 2,893 121 2,958 125 3,133 132 3,193 134 LWS-MFC40 OW 4,754 110 4,229 124 5,585 129 5,866 136 5,973 138 LWS-MFC-60 BOW 6,346 104 7,166 117 7,456 122 7,AM 128 7,974 130 Email.5ales@lumemn coin Web its:wwwlumecoa rum phone:248477.%N Copyright 0 2023 Luinecon I.I.C.AN Rights Reserved. Note 8pecill to ns and photometric data am subject to change at any time without notice. . Please see wn=y hlmPtOn vim for current specifications and dowmenlabw. SM1ee:r tors+Arc 09/12024 Architect of Record: JM2 RC ITECTUREDPc Page 1 of 7 Page 2 of 7 Page 3 of 7 Page 4 of 7 , a,..a g JM2 ARCHITECTURE, DPC ADVANTARMT 'm . a„.ateTARMT fl �a a„� °- T RMT �' rr a'a,a T RMT KCIr��'��l� {^-C,��� KCYST� C� �-�• KCY ® �, ���,� K�Y�C� ol� 2410 NORTH OCEAN AVENUE SaEcr� 's�.e�� Sae[r�' SUITE 300 1121111010, LIGHT MADE EASY ' LIGHT MADE EASY LIGHT MADE EASY LIGHT MADE EASY FARMINGVILLE, NY, 11738 1 _ 31.320.3305 Y '; ■ aaa w I , o" -..:;. �"� „A .� 1 `§!, �*•.s s1�' t"Il w f s `,m,. sW`: r ' - '•w ' ...,,,iar. ..,""'e �, .^ d .'"` r f a e , >x e .,,_.,„„_. _.,� ....... .., ,,. ..._,. ,. _ .,.«,. -.. ,, ..,...�...w ...,,, ._.,,_.. .,- -.-,,- ....,,M. :........... .w._,^_,_w_.,„.,W,.....,.,..._,..,.......-.,._...-..,..,,:,.._.,,.,,..., _.,,,-....a,.,,. .,,-.. _ _ ... ,,-. ..- -.,. ... _,_.._... « _ °._ _.r.w«-..._.,.x..........._..m...._...,.�.w.._.._..rw...,.w..",.,.,�.,.,..,,.".�..........-.,,�...,. ,:.,_y.,, .. DESCRIPTION PHOTOMETRIC SPECIFICATIONS COLOR SELECT(CCT)ADJUSTMENT INSTALLATION INSTRUCTIONS 4"LED Recessed Downlight J POLAR CANDELA DISTRIBUTION LUX DISTANCE CURVE This fixture is equipped with field-adjustable Keystone Color Select technology, RETROFIT INSTALLATION Applicant: Color Select Technology( W -/+1so Flux Out:461.E Im 1. Ensure power is off to the fixture. Nickolas Mlrando Remote Driver with Built-in Junction Box " -160....- '"1-`f i ;>-.• 150 2. Adjust dip switch to desired setting. 1. Shut off power at the 2. Measure ceiling opening 3. Select desired CCT using 2 ti 46.31,95.27 fc 3.521 it source of the fixture to ensure that the edge of adjustment switch on fixture 183 Smithtown Blvd. APPLICATION housing into which you the luminaire will cover the (see Color Select(CCT) Nesconset,NY 117G7 t :{ i._..�..-:.. f / 48 11.33,23.a2 tc Z042 Ideal for residential,hospitality,retail,office,and _ -120,f ;r.` :". + I r`,j"r; ;'" '�no are installing fixture. entire opening and still sit Adjustment on page 3). G31-813-G 152 other retrofit and new construction applications { '1 , i f �' 6 fi 6.O.,a,IO,bi§c 10.56 k Remove existingtrim,CFL or firmly in the ceiling(see _ ;-..,... § r r _, �., incandescent bulb. o on page 2). Owner: Pp �. '` ''` '4. t}j Dimensions ,,.' r .;,..r,,�r.��� � M } ft 2632 9.9�4 1408 �� gym' ... :_.;v...5i- "; 90 w 5 § i Note: 9 r - - - ----- 10 c nc ,�� L � '..p ;_ b .u.,. �_..^ n , i . .. ti 1 o12 3 an t 17st tt 1 �r`F , local regulations when Handy Pantry Stores I ,�:...i "�•, ..Se. - �_....._.,...._;.•-- -ti;)--....f..,.._..� 12 if 1.269,2.646 tc 2113 tt g; N disposing of lamps and 183 Smithtown Blvd. �� � laic' ,. o.s<a�1.9aa tc za.s5 rt ® Po �;1 11MITED WM1RNAMY �^� ? removed components. ., _ _80t ' r 2 4 `. �80 16Ii Uud 9,1.4,il tc 2a.11 n IF Nesconset, NY 117G7 ,N* ' G31-3G 1-9440 i } ` '`' 4. Open the driver box and 5. Insert the electrical 6. Place all wiring and 7. Insert driver box into ceiling %2•.,� j I .:, 'r..'! 18ft 5 ya, .uo c 1,69 a , P 9 g 3zo_1_.... '" remove the knockout(s) supply cable through the connections back into the in accordance with local/ -30 � i t ""30 20 fi 0.4.,dr,U.y ZI c 35.21 t (KO). KO;use appropriate bushing box and close the cover. national codes and connect Surveyor: p Unit:cd Height Eavg,Emax Angle:82.71• Diameter to prevent wire abrasion, the male and female Aerial Land Surveying D.P.C. PRODUCT FEATURES P Co/C180:82,7• Wire driver box(see Wiring connectors.Screw threaded Beam Angle(50%):82.8• 1 C90/C270:82.8• Curves show illuminated area and average Illumination when lamp Is 200 Orville Drive,Unit 495 • Keystone Color Select technologies offers SKU reduction • Powered by Keystone TRIAC dimming LED driver,10-100%dimming at various distances, Diagram on page 3 and nut over connectors to and allows for easy,on-the-job adjustments • Ambient operating temperature:-30°C/-22oF to 40oC/104,F illustration below).* secure. Bohemia,NY 1 171 G • Utilizes a remote driver with built-in junction box and quick • Suitable for use in wet locations 833-787-8393 disconnect;Eliminates the need for a traditional, • Airtight and Type IC-rated SoOOK - PHYSICAL SPECIFICATIONS 4000K multi-piece fixture setup • Power factor:>0.90 � 0 • CEC Compliant Flicker Rate(CEC JA10 std.) • THD;<20% 3500K -3000KQ ��0 7 � • Ideal for new construction,remodel,and retrofit applications • LED chip lifetime;L70>80,000 hrs @ 250C/77oF ambient fixture �- 2700K V • Frosted lens provides even illumination temp __ 1'40• �A[ • Interchangeable trims available in matte black, • FCC Part 15,Subpart B,Class B0 �� T OCT 0 9 2025 brushed nickel,and bronze 2.36' 1 PLANNING BOARD SELE 5.51' COLOR SELECT ADJUSTMENT SWITCH r PERFORMANCE SPECIFICATIONS � 407' Set dip switch to adjust CCT between 2700K,3000K,3500K,4000K,and 5000K. - Catalog Number input VaRago Wattage CCT(Selecteble)~ m mp rnjj ~"'T.ryT:-' � Cat -..,,...,Yd,,•��<.,�s4. ," --.p olta yM • f_umen Output : Efcecy CRl Power Factor ;`Beam Angle LNetime 3A6' Fixture comes preset at 3000K. Protect Info 2700K 650 721m/W 3000K 670 741m/W KT-RDLED9-4B-9CSF-FDINI 120V 9w 3500K 690 771m/W >90 >09 so- SQOOohrs WIRING DIAGRAM 8. Lifting both retention tabs 9. Restore power when ready. 40o0K 670 74Im/W upward,push the fixture into Pro o Se d M u I t -Fa m m 4.sa' the hole until trim sits flush {� �/ S000K 670 741m/w r y 'Preset to 3000K " w with ceiling. p• Color Uniformity:CCT(Correlated Color Temperature)range as perguidefines outlined in ANSI C78.377.2017 Black(Line) 2.56' 1�v white(Neutral, 15 0 New 5 u ffo I k Ave. ® ® Green(Ground) J_Box eo Mattituck, NY 11952 Catetog Number hb4-Out(Min to Max) KT-RDLED9-4B-9CSF-FDIM 0413'to 04,41' "Keystone offers an optional cable accessory to assist with wiring to existing fixture 1-bar.See KT-MC-NP-1-18/3, Optional Accessories(sold separately)on page 6. (Installation Instructions continued on next page) Keystone Technologies.Philadelphia,PA•Phone(800)464-2680.www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies.Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680.www.keystonetech.com Specifications subject to change.Last revised on 0215.24 Specifications subject to change.Last revised on 0215.24 Specifications subject to change.Lest revised on 0235.24 Specifications subject to change,Last revised on 0215.24 Page 5 of 7 Page 6 of 7 Page 7 of 7 a nraT,w sraca,a�a exa,*•s KI-EYLSTOMSADVANTARMT K��ST® = TARMT Kc�S-�'p = V T RMT �� Revisions LIGH`T_M•A�ASY' LIGHT ADE EASY' LIGHT MADE EASY' ` Sent for Owner Review 10.2.25 annin i in e 9 9 �• � �. ;. ,at a„ ,�""'' ��w a«t� � ..E. ;�1 ^. air` �r i„ '`"b •�'. 1` 1 9 "�, . � i ® I see` i «.�s�` d i LL r • 1. - , e (g M�,&'r,`(; ':rR4.1` ''w�.` t;,: tz. ;1 ,!yg.t+.MgMg, ''$ a"^ M1M1i• J.,`a,•ag,y.��':"' •-�D's- },'t'- [ '`h° Lb` if - `t." ". a.; : p"� w`",;.L�y. :, fir fy0�+' '�; .,_.....i..._,,..,.:..,w,.e-r'.m. w..,..,,y., ..-._.., ...:..... .....� ...,--, :.._.. .. ...,. - , ._..�,... ,.. ., ...._ ., .-,. ... -.......,- ,e. ,w......_.. _ ...- .. r•. .._ -. - - . :..-.-..,,,.-. ... -..-,.. .._... ..,. .,_.. ......... .. -.,..., ,..-...-.._�..-.w.....,,,...,.,,.,..»�,.,, .. ., ,,... .- .-.._.--,,. .,., _......,.,.-,... ..-.. _..,..,.,.,... v..,...,N.-,.«s,......a...,..3: ..,.,.,.. - - .. ] - .. _ - „..a ,..u nw.e r...-".w a.,....,....,...m..a .,.-A.....W weu........... .... ........ ..,-.w... .. , ..-. ..-- «..1 INSTALLATION INSTRUCTIONS(continued) OPTIONAL ACCESSORIES(sold separately) ORDERING INFORMATION NEW-CONSTRUCTION INSTALLATION' INTERCHANGEABLE TRIM Cataf4humber` 7 PeckRty: ;4' uPC'- syCod " ._ Easy Code Catalog Number Description UPC -Easy Coda ,� KT-RDLED9-4B-9CSF-FDIM 1 843654139142 LUU-77 1. Shut off power at the 2. Using installation hole 3. Select desired CCT using 4"Interchangeable Trim for 4B LED source of the fixture template,create ceiling adjustment switch on fixture KT-RDLED-4B-MB-TRIM 843664139517 BVY42 Recessed Downlight;Matte Black housing into which you opening to ensure that the (see Color Select(CCT) are installing fixture, edge of the luminaire will Adjustment on page 3), KT-RDLED-4B-BN TRIM V Interchangeable Trim for 4B LED 843654139655 SJB-19 cover the entire opening and Recessed Downlight;Brushed Nickel = / g �'�-_..�.-" CATALOG NUMBER BREAKDOWN still sit firmly in the ceiling KT RDLED-4B-BR-TRIM 4"Interchangeable Trim for 4B LED 843654139593 PFU-34 Matte Black Brushed Nickel Bronze (see Dimensions on page 2). Recessed Downlight;Bronze K T _ RDLED 9 - 4' B - 9CSF - F D 1 M GOOF RING 1 2 3 4 5 6 7 8 grl 10 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND 4. Open the driver box and 5. Insert the electrical 6. Place all wiring and 7. Insert driver box into ceiling g ` --- s m''<C.x-�<_,....,.•°••..w,-,•.:..w,.«.,•.o,.. ,,.V., Ns._:N._.A_,.r,..--...,:,,.,,._. „.,asy ode remove the knockout s) supply cable through the connections back into the in accordance with local/ catalog Number Description UPC Easy Code } ( g � 1 Keystone Technologies 2 Fixture Type AS SUCH ARE THE PROPERLY OF JM2 ARCHITECTURE, P.C. (KO). KO;use appropriate bushing box and close the cover. national codes and connect KT-RDLED-4B-GOOF C Goof Ring for 4B Recessed Downlights; 84365413%85 FOA48 Y 9 YP 5 Size 6 Style/Design Designation to prevent wire abrasion. the male and female 6'outer diameter 2 Fixture Typepp J" Recessed Downlight 4_: 4•Nomtnal " a SeriesB ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A Wire driver box(see Wiring connectors,Screw threaded 3 LED Technology VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE r, Diagram on page»and nut over connectors to �.,y� ,' 4 Maximum Wattage 7 CRI 9 Color Select Designation t0 Dimming N.Y.STATE EDUCATION LAW. illustration below). secure. 5 Size NEW-CONSTRUCTION PLATE s .. 90 F 2700K,3000K,3500K,4000K,SOoo -' M ,� 6 Style/Design Designation (. K FDIM Phase Dimming Catalog Number Descrfptlon UPC Easy Code 7 CRI New-construction plate for _, 8 Color Select Technology Drawing Title o KT RDLED-PLATE-1 LED Recessed Downlights 843654137285 BMS-81 � 9 Color Select Designation 10 Dimming � I F 5 0 EXTENSION CABLES �i9ht I ixture a e Catalog Number Description UPC Easy Code .a o V Extension Cord for r KT WDLED EC-8 LED Wafer Downlights 843654139739 GOK-14 12'Extension Cord for KT-WDLED-EC-12 843654139746 ECE-88 LED Water Downlights O KT-W DLED-EC-20 20'Extension Cord for 843654139753 JLM-06 LED Wafer Downlights METAL-CLAD CABLE JM2 No: 2023-0914 g P P y KT MC-NP-1.18/3" -. Downf hts;No plug;UL 16AWG 18/3 wire 8 436 5413 977 7 Ay 8. Lifting both retention tabs 9. Restore power when ready L " Catalog Number Description UPC " Eas Code upward,push the fixture into Metal-Clad Cable for LED Recessed ig YT 71 - DATE: ,10.25 the hole until trim sits flush (live,neutral,ground) with ceiling, G7 ; s DESIGNED BY: BK CHECKED BY: JM EMERGENCY PACK LED Emergent Backup.6W-500 ..,sy* „ Catal Number Description UPC Easy Coda SCALE: As Noted KT EMRG-LED-5-500-AC/DF Consen tant Pow or Backup,SW Input Dual 843654120843 I DUE-53 fr! t -� �' Flex Cable Design.Installs on Primary Side of J •,, ),tea; SEAL SIGNATURE: ,/ AC Powered LED load. ��__.�-_.._-__�'{ �--,�,i �� �e��E D I f�C •Keystone offers an optional cable accessory to assist with Ti y wiring to existing fixture J-bar.See KT-MC-NP4-18/3, ��` Optional Accessories(sold separately)on page 6. � Keystone Technologies.Philadelphia,PA.Phone(800)464-2680•www.keystonetech.com Keystone Technologies.Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com Keystone Technologies•Philadelphia,PA•Phone(800)464-2680•www.keystonetech.com * �r '1 Specifications subject to change.Last revised on 02.15.24 Specifications subject to change.Last revised on 0215.24 Specifications subject to change.Last revised on 02.15.24 I 0 3945 0 F F NEB DWG No: l CO N ST RU CT I 0 N P h A5 E A. LAND GRADING, INCLUDING STOCK PILES, SHALL BE IN ACCORDANCE WITH SECTION 5B-PERMANENT STRUCTURAL MEASURES FOR ERO510N AND SEDIMENT CONTROL PLAN NOTES: Architect of Record: OF THE 2016 DUE BOOK: NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. EXPOSED SOIL5 SHALL BE SEEDED WITHIN 14 1. THI5 EROSION CONTROL PLAN REFERENCES A 51TE PLAN PREPARED BY JM2 ARCHITECTURE, DPC. DAYS OF EXPOSURE(SEE NOTE Q.THE LENGTH 4ND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE -MUST CLEAR ENTIRE SITE, NOT INCLUDING NATURAL AREA TO BE UNDISTURBED DIVERTED AWAY FROM CLEARED SLOPES. GENERAL 5TORMWATER POLLUTION PREVENTION NOTES: -ALL GROUND MATERIAL TO BE REMOVED FROM 51TE B. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER ADJACENT PROPERTIES OK PUBLIC ROAD5 OR DRAINAGE SYSTEMS. SEDIMENT BARRIER5, SITE DE5CRIPTION:DEVELOPMENT ACTIVITIES FOR THI5 PROJECT WILL CONSIST OF THE CONSTRUCTION OF A PROPOSED 2 MULTI TENANT RESIDENTIAL BUILDING.THE JM2 -STRIP TOP SOIL AND CUT AWAY OVER FOOTPRINT OF BUILDING/PARKING LOT INCLUDING BUT NOT LIMITED TO SILT FENCE,5MLL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF THE CONSTRUCTION AND SHALL BE PROJECT WILL INCLUDE SITE WORK CON515TING OF: PROPOSED ACCE55 ROADS#PARKING THROUGHOUT THE SITE;SANITARY SYSTEM INSTALLATION;A WATER -CONSTRUCT ONE(1)STABILIZED ENTRANCES MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. DISTRIBUTION 5Y5TEM;AND A 5TORMWATER MANAGEMENT SYSTEM.ALL IMPROVEMENTS ARE TO CONFORM TO STATE,COUNTY,AND LOCAL STANDARDS AND IRC[ ITECTUREDPC -INSTALL PERIMETER FENCE C. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROAD5.THE SPECIFICATIONS. -PULL TOP SOIL TO SOUTH OF SITE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE 51TE 15PERMANENTLY STABILIZED.ANY SEDIMENT TRACKED ONTO PUBLIC ROAD5 TO BE REMOVED OR JM2 ARCHITECTURE, DPC -SMALL PORTION OF TOP 501L TO BE LEFT WITHIN DISTRIBUTION AREA FOR LANDSCAPED AREAS CLEANED ON A DAILY BASIS. GENERAL SEQUENCE OF 51TE ACTIVITIES FOR THE ENTIRE SITE' 2410 NORTH OCEAN AVENUE -STOCKPILE LEFT WILL BE PROTECTED WITH SILT FENCE D. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED ON-51TE SHALL BE PROTECTED I. INSTALLATION OF EROSION CONTROL MEASURES(51LT FENCE BARRIERS, ROADWAY INLET PROTECTION,CONSTRUCTION ENTRANCE). SUITE 300 FROM SEDIMENT BUILDUP THROUGH THE USE 0=APPROPRIATE INLET PROTECTION. 2. GRADING OF THE PARKING AREAS AND BUILDING SURFACES. FARMINGVILLE, NY, 11738 E. THERE WILL BE WATER M15T SPRAYING AS REQUIRED TO CONTROL DUST DURING EARTH MOVING OPERATIONS. DUST CONTROL DURING CONSTRUCTION SHALL BE IN 3, INSTALLATION OF DRAINAGE STRUCTURES,SANITARY AND WATER LINES. T 1631.320.3305 ACCORDANCE WITH SECTION 5A TEMPORARY STRUCTURAL MEASURES FOR EROSION AND SEDIMENT CONTROL OF THE 2016 DUE BOOK: NEW YORK STATE 4. INSTALLATION OF REMAINING ER0510N CONTROL MEASURES(INLET PROTECTION). STANDARDS AND SPECIFICATIONS FOR ER0510N AND SEDIMENT CONTROL.THE APPLICABLE PRACTICES SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS ARE 5. INSTALLATION OF PROP05ED CURB. STABILIZED. G. EXCAVATION OF BUILDING FOUNDATIONS AND CONSTRUCTION OF BUILDINGS. F. SEDIMENT BARRIERS AND OTHER EROSION CON-ROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FOLLOWING 7. PAVING OF THE PROPOSED ROAD AND PARKING AREAS. PERMANENT STABILIZATION, PAVED AREAS 5HAL BE CLEANED OF 501L AND DEBRIS AND DRAINAGE SYSTEM SHALL BE CLEANED AND FLUSHED AS NECESSARY. 8. INSTALLATION OF LANDSCAPING. G. DURING CONSTRUCTION,THE CONTRACTOR WILL COMPLY WITH ALL LOCAL REGULATIONS CONCERNING THE DISPOSAL OF 50LID WASTE; DEBRIS;TOXIC AND 9. REMOVAL OF THE EROSION CONTROL MEASURES. Applicant: . HAZARDOUS WASTE;AND SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS.TEMPORARY FENCING SHALL BE ERECTED AROUND THE PERIMETER OF THE 51TE Nickolas Mirando ALONG WITH THE PLACEMENT OF DUMP5TER5 TO CONTROL THE BUILDUP OF DEBRIS.THE CONTRACTOR SHALL PERIODICALLY CLEAN UP ANY DEBRIS ACCUMULATED GENERAL NOTES: 183 Smithtown Blvd. ALONG THE TEMPORARY FENCE AND EMPTY THE DUMPSTERS REGULARLY. I. THIS EROSION CONTROL PLAN 15 BASED ON A DESIGN BY JM2 ARCHITECTURE, PC Ne5COn5et,NY 11767 2. THE ABOVE CONSTRUCTION SEQUENCING 15 REPRESENTATIVE ONLY. REFER TO THE CONTRACTOR'S CONSTRUCTION SCHEDULE FOR MORE DETAILED INFORMATION OF 631-813-G 152 REGULATORY REQUIREMENTS: THE SEQUENCING OF EVENTS. A. THE OWNER OR OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN FIVE(5)ACRES OF 501L AT ANY ONE TIME WITHOUT PRIOR WRITTEN 3. ALL ER0510N CONTROL MEASURES ARE TO BE INSTALLED AS THE APPLICABLE 5TORMWATER.MANAGEMENT PRACTICE 15 INSTALLED. Owner: AUTHORIZATION FROM THE DEPARTMENT.AT A MINIMUM,THE OWNER OR OPERATOR MUST COMPLY WITH THE INSPECTION REQUIREMENTS OF SECTION II.C.3 OF THE 4. ALL 5TORMWATER MANAGEMENT PRACTICES ARE TO RECEIVE A FINAL CLEANING FOLLOWING THE COMPLETION OF CONSTRUCTION TO ENSURE PROPER FUNCTIONING. Handy Pantry Stores Inc 5TORMWATER PERMIT IN ORDER TO BE AUTHOR2ED TO D15TURD GREATER THAN FIVE(5)ACRES OF SOIL AT ANY ONE TIME. 5. LOCATIONS OF WORK-RELATED ITEMS-INCLUDING STOCKPILES,CONCRETE WASHOUTS,STAGING AREA, ETC-ARE SCHEMATIC ONLY AND ARE TO BE DETERMINED BY 183 Smithtown Blvd. B. PR.IOR TO THE COMMENCEMENT OF CON5TRUCTION ACTIVITY,THE OWNER OR OPERATOR MUST IDENTIFY THE CONTRACTOR(5)AND 5UBCONTRACTOR(5)THAT WILL BE THE CONTRACTOR AT THE TIME OF CONSTRUCTION.THE CONTRACTOR 15 TO EMPLOY EROSION CONTROL MEASURES A5 APPROPRIATE FOR ALL ITEMS. Ne5conaet, NY 11767 RESPONSIBLE FOR INSTALLING,CONSTRUCTING,REPAIRING, INSPECTING AND MAINTAINING THE ER0510N AND SEDIMENT CONTROL PRACTICES;AND THE 631-361-9440 CONTRACTOR(5)AND 5UBCONTRACTOK(5)THAT WILL BE RESPONSIBLE FOR THE CONSTRUCTION OF ALL P05T-CON5TRUCTION 5TORMWATER MANAGEMENT SITE DATA: PRACTICES.THE OWNER OR OPERATOR SHALL ENSURE THAT AT LEAST ONE TRAINED INDIVIDUAL 15 ON SITE ON A DAILY BA515 WHEN SOIL DISTURBANCE ACTIVITIES SITE AREA: 2.02 ACRES Surveyor: ARE BEING PERFORMED. AREA OF DISTURBANCE: 0.87 ACRES Aerial Land Surveying D.P.C. C. AN OWNER OR OPERATOR OF THE CONSTRUCTION ACTIVITIES DESCRIBED IN SECTION IV.0 SHALL HAVE A QUALIFIED INSPECTOR CONDUCT SITE INSPECTIONS IN AREA PRESERVED AS NATURAL: 0.12 ACRES 200 Orville Drive,Unit 495 CONFORMANCE WITH SECTION IV.C.2 OF THE 2010 STORMWATER PERMIT.THE QUALIFIED INSPECTOR I5 RESPONSIBLE FOR INSPECTING ALL ASPECTS OF THE SOIL CLASSIFICATION: BROWN FINE SAME 51ZE SILTY SANDS WITH TRACE FINE TO SMALL GRAVEL AND TRACE ORGANICS(ROOTS). (5M)BROWN AND LIGHT Bohemia, NY 1 1716 5TORMWATER POLLUTION PREVENTION PLAN DESCRIBED IN SECTION IV.0 AND FOR PREPARING AN INSPECTION REPORT SUBSEQUENT TO EACH AND EVERY BROWN FINE SAME 51ZE SILTY SANDS WITH TRACE FINE GRAVEL INTO FINE TO MEDIUM MIX SIZE SANDS WITH SOME FINE TO SMALL 533-787-8393 INSPECTION IN ACCORDANCE WITH SECTION IV.C.4. GRAVEL. (5M/5W)LIGHT BROWN FINE TO MEDIUM MIX 51ZE SANDS WITH SOME FINE TO SMALL GRAVEL.(5W) LIGHT BROWN FINE TO D. AFTER THE PROJECT IS COMPLETE,THE OWNER OR OPERATOR WILL BE RE5PON5115LE FOR FILLING A NOTICE OF TERMINATION OF CONSTRUCTION ACTIVITIES WITH THE COARSE MIX 51ZE SANDS WITH SOME FINE TO SMALL GRAVEL. (SW)LIGHT BROWN FINE SAME SIZE SANDS WITH TRACE FINE GRAVEL G31RK�DEW D NY5DEC TO CL05E OUT THE OPEN 5PDE5 PERMIT FOR 5TORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES. AND TRACE FINE SILTS AT END OF SPOON.(5P) P05T CONSTRUCTION 5TORMWATER MANAGEMEN RECEIVING WATERS: N/AT PRACTICES: OCT 0 9 2025 A. THE POST-CONSTRUCTION 5TORMWATER MANAGEMENT PRACTICE THAT WILL BE CONSTRUCTED AS PART OF THI5 PROJECT IS A RETENTION/INFILLTKATION SYSTEM. POLLUTION CONTROL MEASURES: SOUTHOLD TOWN INLETS PLACED AT GRADE WILL DIRECT WATER INTO THI5 SYSTEM TO BE STORED AND INFILTRATED BACK INTO GROUNDWATER THROUGH THE PROP05ED DRYWELL.5. IN ACCORDANCE WITH THE PROVISIONS OF THE U5EPA GENERAL PERMIT,STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING, PLANNING BOARD REFER TO THE PLANS BY JM2 ARCHITECTURE, PC FOR INFORMATION REGARDING THE CALCULATIONS FOR THE 5TORMWATER MANAGEMENT SYSTEM. BUT NOT LIMITED TO,THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: B. THE DRYWELL RETENTIOWINFILLTRATION SYSTEM WILL REQUIRE PERIODIC MAINTENANCE TO ENSURE ITS PROPER FUNCTIONING.THI5 MAINTENANCE WILL CON515T OF CLEANING AND REMOVAL OF GARBAGE AND DEBRIS FROM INLETS;AND REMOVING SEDIMENT AND DEBRIS BUILDUP FROM THE DRYWELL5. A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS)AND SHALL REMAIN Project Info C. THE OWNER 15 RESPONSIBLE FOR THE MAINTENANCE OF ALL ON-SITE 5TORMWATER MANAGEMENT FEATURES. UNDISTURBED. B. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.A MAXIMUM OF I ACRE SHALL BE DISTURBED AT ONE TIME UNLESS WRITTEN PERM15510N 15 GRANTED BY THE NY5DEC.GRADED AND STRIPPED AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE SOIL CONSERVATION SERVICE RECOMMENDATIONS. C. BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE, UNLESS CONSTRUCTION WILL BEGIN WITHIN 21 DAYS,AS SECTIONS ARE COMPLETED, OR IF Pro�oSed M u Its-Fa m ly CONSTRUCTION ON AN AREA IS SUSPENDED,THE AREA SHALL BE SEEDED IMMEDIATELY.a. SEED PREPERATION-SCARIFY SOIL IF COMPACTED, REMOVED DEBRIS AND OBSTACLES SUCH AS ROOT AND STUMPS. 150 New 5 UffOI k Ave.. b. SOIL AMENDMENTS 1. LIME TO PH 6.0 2. FERTILIZE WITH 6600 LB5.OF 5-10-10 OR EQUIVALENT PER ACRE(15.1 L55/100 5Q. FT.)c. SEED MIXTURES M a tt i t u c k, NY 11952 1.TEMORARY SEEDLINGS. d, RYEGRA55(ANNUAL OR PERENNIAL)@ 30 L55. PER ACRE(0,7 LB5 PER 1,000 50. FT.) e. CERTIFIED"AROOSTOCK"WINTER RYE(CEREAL RYE)@ 100 LB5. PER ACRE(2.5 LES. PER 1,000 5Q. FT.)USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER, 1. PERMANENT SEEDLINGS. PROVIDE INLET PROTECTION FOR ALL DRAINAGE HATCHED AREA INDICATES CONTRACTOR SHALL INSTALL A TEMPORARY SILT FENCE LOCATION:SEE STRUCTURES.SEE DETAIL ON AREA OF 5TA51LIZED CONSTRUCTION FENCE AROUND TO REMAIN DETAIL ON C-6.I FOR MORE NEW 5 U FFO LK AVE SHEET C6.I GRAVEL CONSTRUCTION DELINEATING THE CLEARING LIMIT. FENCE SHALL BE INFORMATION. EX15TING GAS EGRESS INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK,TYP. EXISTING ELECTRIC EX, DRAINAGE GRATE UTILITY POLE UTILITY POLE UTILITY POLE ReVI510n5 NEW CURB CUT CONIC.CURB _ CONIC.CURB Sent for Owner Review 10.2.25 -- ----= �' 3T Planning Filing Set 10.8.25 1 --- - --- CONIC.51DEWALK 1 - ---- ______ -- --- --�- -- _-- - -�- �-- -�- _ - - - - - - - - - - - - - - - - - - - -___-___ CONIC SIDEWALK CONIC.51DEWALK CURB CUT _ T 2'BLOCK 15,WALL 3'BLOCK KET.WALL I z CO EXISTING LANDSCAPING - - - - - - - - - - - - - �- J - - - - - - - - - - - - - - - - - - �- f 7- +- - - - -- - - w Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � `t- Ln `n o DRAINAGE GRATE �' /� I - - � / CONCRETE WASH-OUT AREA o 0 j t_(�;� / C� �� C' O ASPHALT PARKING LOT O W/SIGN. LJ �35.2 N j30.9' _ �z / EXISTING OUTFALL I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND NEW FIRST FLOOR PATIO I AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ' ; \ (J 0 I NEW 3' ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A RETAINING O I VIOLATION OF SECTION 7205 5UB-DIVI5ION 2 OF THE / WALL I I �_ = N.Y.STATE EDUCATION LAW. 1 ;, ------ -- ------------ -_-_ -- -- - -_) - --_ -__--__--- CONIC.CURB ---� ---- -a- -� I 71 I o UTILITY POLES ' / - __--____--_______._----. NEW 2 STORY BUILDING I Q Drawing Title % I / CONIC.SIDEWALK AWNING �X___-----�� �-XIX X 11.T � (10 RESIDENTIAL UNITS) I/ SHED WITH BASEMENT � _ w 1 10.2' I O F.F. EL. -22.5' % LANDSCAPING CONIC. i I I Erosion Control Plan o I I NEW FIRST FLOOR PATIO NEW FIRST FLOOR PATIO EXISTING ASPHALT PARKING LOT I� I I L --- I I I 97.0' I 8.2' I <, - -- UNIT I -CONVENIENCE STORE UNIT 2-LAUNDROMAT UNIT 3-BARBER SHOP - NEW CONCRETE SIDEWALK NEW ADA RAMP NEW CONCRETE SIDEWALK I l' S'G" _ J z I ° - 7� I I I I I I z I JM2 No: 2023-0914 C, Q N GAS METER z O O �� - - ----- EXISTING MULTI TENANT COMMERCIAL BUILDING Q O O I DATE: 9.10.25 10,0315E �1,1 / O I � • to 8.2' m / - DESIGNED BY: BK /8 PROPOSED OUTFALL 2 PROP05ED OUTFALL 3 I CHECKED BY: JM LU / -- ---- -- i CONIC. i� UTILITY POLE ---� /i / ---------_-_---------------.___- -' SCALE: As Noted p / / 5 o Al SEAL SIGNATURE: w i w / \� /!EXISTING -- 121.9' �1 I � I � �E y / \ CO* lANDSGAPiNG SHED °X X N �c�`� C� ---- m CONIC. AWNING CONC.SIDEWALK I - a _ -_ --- SHED {' V - - - - - - - - - - - - - - - - - - - - - - - O EXISTING LANDSCAPING I �" ' I �" y 0�394 3 BLOCK WALL -- - --- -- -- 3 BLOCK WALL - ---- --I i F NE�/ --- --- - -- X_ CONIC.SIDEWALK _ �.. --- - - - - -- -- - " v" W REMOVE USEABLE TOPSOIL O/F ANGELINA PROPERTIES LLC � ff`� DWG No: 5 81° 30' 30" W 2150 MAIN ROAD MATTITUCK 11952 - - - - AND STOCKPILE FOR FUTURE 527.9G' LANDSCAPING USE. LOAD MULTI TENANT COMMERCIAL UNUSED TOPSOIL AND USE TAX MAP#: 1000-114.00-12.00-002.000 Not Plan Copy 3 I AS4"TOP BASE. (; = II _ I I� C-6.0 6 ■ 1 - 20-0 I CONSTRUCTION ENTRANCE TO CONFORv1 WITH NY5 DOT SHEET 2D9-05: Architect of Record: 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. 2.A 30'WA5H AREA SHALL BE PROVIDED. ADDITIONAL GRADING li BE REQUIRED TO PROVIDE WASHING AREAS. 3. PROF05ED DRAINAGE PIPES SHALL BE 51ZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS. ALTERNATE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS JM2 CONSTRUCTION ENTRANCES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER. 4.THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT OF 6"OF#3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT. 4RCkTECTUREDPC 5.ALL WORK TO CONSTRUCT THE STABILIZED ENTRANCE, INCLUDING GRADING, DRAINAGE PIPE, EXCAVATION, FILL, GEOTEXTILE AND CRUSHED STONE OR GRAVEL SHALL BE INCLUDED IN THE UNIT PRICE BID. JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 50-0 MIN. T I 631.320.3305 MOUNTABLE BERM(6"MIN.) 8'-0"MIN. EXISTING PAVEMENT L 3'-01' L EXISTING GROUND Applicant: Nickolas Mirando — MIN. � EARTH FILL 183 Smithtown Blvd. Nesconset, NY 11767 NONWOVEN GEOTEXTILE AGGREGATE OVER LENGTH PIPE 631-813-6152 AND WIDTH OF ENTRANCE Owner: PROFILE VIEW Handy Pantry Stores Inc PIPE 183 Smithtown Blvd. Nesconset, NY 11767 50'-0"MIN. 631-361-9440 Surveyor: o Aerial Land 5urveymg D.P.C. 0 200 Orville Drive,Unit 495 Bohemia,NY 1 1716 833-787-8393 0 0 5'-0"MIN. i. z I EDGE OF E1I5TING PAVEMENT SEDIMENT CONTAINMENT AREA o O 0 36"WOOD POST OCT 0 9 2025 MESH REINFORCEMENT SOUTfiOLD T0V!N z (IF NECESSARY) PLANNING BOARD SILT FENCE PLAN VIEW GEOTEXTILE _ Project Info z � � N 5TABILIZED CON5TRUCTION ENTRANCE 7 TOE OF SLOPE 10' TYP. Proposed MUlti-Family FLOWEXISTING GRADE SANDBAG I[ 150 New Suffolk Ave. 1ff=11I_ III— o 0 0 Mattituck, NY 11952 36"MIN, FENCE P05T LENGTH FENCE POST 18"MIN. EXCAVATE, BURY SILT FENCE 4" t9 SANDBAG0 IMPERMEABLE SHEETING 36"MIN, FENCE F05T LENGTH FABRIC,AND BACKFILU COMPACT OR EQUIVALENT ABOVEGROUND DRIVEN MIN, 16"INTO GROUND EXCAVATED EARTH IMPERMEABLE SHEETING O \ V WOVEN SLIT FILM GEOTEXTILE 6'-0'MAX. CENTER TO CENTER UNDISTURBED GROUND 16" MIN. HEIGHT OF WOVEN p I - - — > < FLOW SLIT FILM GEOTEXTILE I. 51LT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF 5.0 FEET FROM THE TOE OF SLOPE, 10.0 -_.._..® �FEET PREFERRED,TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE m O A q 0 EMBED GEOTE(TILE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. \ MIN.OF 8"VERTICALLY INTO 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X,MIRAFI I OOX,5TABLINKA T 140N, 1:1 OR FLATTER 51DE SLOPE THE GROUND. BACKFILL AND — FENCE POST DRIVEN A MIN. OR FROM CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION, COMPACT THE SOIL ON BOTH OF 16"INTO THE GROUND 8"MIN. DEPTH INTO GROUND 3. POST MAY BE 2"x2"(MIN)HARDWOOD OR 2"4"(MIN)SOFTWOOD. POSTS SHALL BE BE SPACED AT SECTION A-A 0 SIDES OF GEOWILE, EITHER 4.0 FEET OR 6.5 FEET AND MAY OR MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE Revisions CROSS SECTION ELEVATION NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED L15T OF GEO-5YNTHETIC5 FOR HIGH Sent for Owner Review 10.2.25 CONSTRUCTION. A A Planning Fdmg Set 10.8.25 4. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURED HEIGHT. O O O POSTS SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. O O STEP I STEP 2 / 5. AFTER REMOVAL,THE AREA BENEATH 51LT FENCE SHALL BE RESTORED TO ITS ORIGINAL STATE. f B � PLAN A 5 —� STAPLE — - 5TAPLE STAPLE STAPLE 51LT FENCE SECTION 5 CONCRETE WA5HOUT 4 TWIST POSTS TOGETHER STEP 3 Q STAPLE STAPLE STEP 4 O O d 9 STAPLE STAPLE THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND JOINING TWO ADJACENT SILT STORM GRATE AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. O FENCE SECTIONS(TOP VIEW) ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 00 00 VIOLATION OF SECTION 7209 5U5-DIVI510N 2 OF THE OOODOO�OOODO00 SILT FENCE DETAIL STORM SEWER GRATE LIFT STRAPS N.Y.STATE EDUCATION LAW. 6 00000 C—�• I REINFORCED CORNERS Drawing Title OPTIONAL OVERFLOW PORTS Em51on Control Detalb a MANAGEABLE O 51LT FENCE TO BE MAINTAINED AT 2 FOOT CONTAINMENT AREA TYPE A MAXIMUM DRAINAGE AREA= 14 ACRE I O'FROM TOE OF SLOPE TYPE B MAXIMUM DRAINAGE AREA= I ACRE AAAAAA DUMPING STRAPS JM2 No: 2023-0914 CHAIN LINK FENCE POSTS O O DATE: 9.10.25 2"X 4"FRAMING TOP ELEVATION STORM INLET DESIGNED BY: BK GALVANIZED HARDWARE TOP ELEVATION 36° CHECKED BY: JM CLOTH O 16"MIN PLAN STOCKPILE TO BE SEEDED AFTER 14 DAYS OF EXPOSURE 5CALE: As Noted WOVEN 51LT NOTCH ELEVATION NOTCH ELEVATION FILM GEOTEXTILE WOVEN SILT FILM SEAL SIGNATURE: ED 18"I STRIP GEOTEXTILE 36" 51LT FENCENAI `� E A,�C,�'/,, 12"MIN 9 GA. CHAIN LINK FENCE TYP. O * \ 1 18"INTO GROUND 18"INTO GROUND 0 3945 T NO TYPE A 150METRIC VIEW TYPE B PROFILE DWG No: SEDIMENT CONTROL AT DRAINAGE INLETS 3 5TOCKPILE PROTECTION DETAIL 2 DANDY CURB 5ACK SPECIFICATIONS I u = 6 . 1 C-6. ! C-6. 1 C-6. 1 i Architect of Record: 30'- 1 1" 34'-9 3/4" 30'- I I" JM2 AffilTECTU REDPC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ JM2 ARCHITECTURE, DPC r , 2410 NORTH OCEAN AVENUE SUITE 300 O d•° FARMINGVILLE, NY, 11738 _ 1 N — — — — — — — — — — — — — — — — — — — — — — — — — — — — a.' - - — — — — — — — — — — — — — — — — — — — — — — — — — — — "' T 631.320.3305 04 d ELECTRIC METERS GAS METERS 351- 10 I/4" 15'-0" 6'-0" 15' 0" I— — — 6'-0" 15'-5" r I 1 I Applicant: Nickolas Mirando l 183 Smithtown Blvd. Nesconset,NY 11767 _ "' I 631-813-6152 STORAGE 10 STORAGE 7- I I m STORAGE 5 H I Oandy Pantry Stores Inc l I 183 Smithtown Blvd. Nesconset,NY 11767 L — ( 631-361-9440 5urveyor: Aerial Land Surveying D.P.C. 200 Orville Drive,Unit 495 Bohemia,NY 117 L I 833-787-8393Lu 16 w I ° MECHANICAL t UTILITIES r — I I OCT 0 9 2025 I sourfioLD rov�N l N I PLANNING BOARD STORAGE 4 = it l ° ' I Project Info 0 I ==L1 •-` tV � — _____ ' STORAGE 9 l I I Pro o5ed Multi-Famil II � ✓ STORAGE 6 _ I 150 New 5 u ffo l k Ave. Mattituck, NY 11952 SPRINKLER ROOM SUPERINTENDENT OFFICE � N I — --_— I I STORAGE 3 N I � �, I I -- -- d• l 15 -0 6" 8' Of N l STORAGE 8 I I _ _ o l d I Revl51on5 L Sent for Owner Review 10.2. 55 Planning Filing Set 10.8.25 ° 4 0 — T-43/4" 7'-0" - d a DRYERS CL05 I N °— — — CLOSET 10 JANITORS STORAGE 2 N J — LAUNDRY t° W IN = I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 27 9 3/4" 14' 10" = a I ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A RECREATION — 1 I VIOLATION Of SECTION 7209 SUB-DIVISION 2 Of THE <, N.Y.STATE EDUCATION LAW, 6 1/2" 01 Drawing Title 6 rl II I II II I I I I N p II II II i i i i EJECTOR PUMP I STORAGE I IL_------- - EMR o b I Basement Floor Plan ,, II II II I IF r II t li li II I t u I II I u II II II I 7, 8 1/2" /5' 9"28 - 11 1/2„ 16,-4„ 101 9 1/4„ � I rl II II II II II II II II II I — — J I Sal III II II it II II II II II II I I <•i � II II II If II II II II II I . .d:d4.' ad 9 d _ °t - a. p, d p d ., a "a - d-• - a ad L — — J JM2 No: 2023-0914 31'-0 3/4" 16'-4" 8'- 11 3/4" 5'-9" 34'-6" DATE: 9,10.25 0-7 1/2" DESIGNED BY: BK CHECKED BY: JM SCALE: As Noted SEAL SIGNATURE: ED if�C 0 39 45 ypQ� YF NEB DWG No: T.O. Basement 51ab i - e II _ 1 C-7.0 • - i /4 — I -01 97 -0 Architect of Record: 30'- 11" 35'-2 1/4" 30' 111, �j JM2 12'-G" _ 12' 6" 12' 6" — 12'-6" _ 12' 6° R C I T E C T U R E D P C oo 0 0 0 o JM2 ARCHITECTURE, DPC L; 2410 NORTH OCEAN AVENUE SUITE 300 01 FARMINGVILLE, NY, 1 1738 bi —6 � — I , .10'-0" I I'- 103/4" III-Oil T I G31.320.3305 15-0" 15'- 1 114" 10 15'- 1 114" 01 15-0" Applicant: Nickolas Mirando 0 183 Smithtown Blvd. Nesconset, NY 11767 BEDROO V LIVING EDROOM 63 I-8 13-6 152 m BI DROOM - Owner: handy Pantry Stores Inc �* LIVING/DINING LIVINGIDINING BEDROOM 183 Smithtown Blvd. Nesconset,NY 11767 631-361-9440 m m Surveyor: N N Aerial Land Surveying D.P.C. 200 Orville Drive,Unit 495 Bohemia, NY 1 1716 I 833-787-8393 TALK 14 CLOSET I AA5TER BATHR00 I ( — a� I WALK IN CLOSET I BATHROOM "' OCT 0 9 2025 WALK IN CLOSET I qq!�o LD TOWN PLANNISOUTHONG BOARD 5'-7 114" 6'-0 3/4" 9'-0 1/2" I "' CLO, I WALK IN CL05ET 9' 0 1/4" 6'- I" 5'-7 1141, 1 9Jill 011 I �; - -- = - L 4' 0"— I 4' 0" Protect Info r 12'-7 114" 2'-0" I I 2' 0" 12'-7 1/4n I� — — — — — — — --- _- 2' 0 3' 7I/4° — — — — — — — — � I - _--_-- - CHEWDININ r - I � I ProFosed Multi-Family C40. 19 6" I 18'-5 3/4" 6'-0' 19'-6 1/4" - -_-- - o - I I , BEDR00 0 150 New Suffolk Ave. - I I I Mattituck NY 11952 -_ --_-__--_ BEDROOM 5 5" 4' 0" I I 4' 0" _ 5' 5 I/4" 0 0 o _ KITCHEN �� KITCHEN o BATHROOM — o I ° BEDROOM ------ BEDROOM o CLO. CLO. CLO. C10. N 5'-2 3/4" 4'-0" 4' 11112" r7 o ---- 4'-4 314" 4'-5° o Rewsions - — Sent for Owner Review 10.2.25 Planning Fihng Set 10.8.25 CLO. BATHROOM o o BATHROOM CLO. l/ 15'-0" 2' 0" ``I'0' 0" ) 10' 0" 2'-0" 15' 0" 12'-6" - 9'-0" 12'- 10111 , 5'-0" 13' 10 I/2" 5'-0" 12'-63/4" ° i 9'-0" 12'-6" 00 ° _° — CLO. - = CLO. ° —1 0 — m U U BATHROOM I KITCHEN j I ATHROOM THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND "' AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A m m VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. r——— ----7-77-77 i n BEDROOM Drawing Title o BEDROOM LIVING/DINING 4 5 _ II II II II I I I I ` LIVING/DINING cn I II II II II I I I I I — O I II II II II II I I I I I I — I II II II II II I 1 I I I O First floor Plan I II II II it II II II II II I I _' I II II II II II II II II II I I � I II II II II 11 II II II II I I it II II II I I 5'-oil 8'- 1 114" 4'-0° n n u u li II u I I -0"0-1 8'- I I/4" 5'-0" _ N CLO, CLO. N I 1 JM2 No: 2023-0914 DATE: 9.10.25 41'-Olt 15'-Oil 41'-0" DESIGNED BY: BK CHECKED BY: JM SCALE: A5 Noted SEAL 4 51GNATURE: 10 39 45 yQQ� ® -F NEB 97-0" DWG No: First Floor I — I 93'-0" Architect of Record: 32'-2" 28'-81/4" 32'-2" JM2 RC ITECTUREDPIC JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 t i I I I T G3I.320.3305 25'-0 1/2" cn — "' Applicant: — I Nickolas Mlrando 183 Smithtown Blvd. Nesconset, NY 11767 G31-813-G 152 0 O Ln 1 13'-G" 12'-G" 13'-93/4" 13'-0" 12'-G" 12'-6" ILIOwner: Handy Pantry Stores Inc 183 Smithtown Blvd. esconset, 631-361-9440 13'-0" 4'- 11 1/4" 13'-0" 13'-0" Of ol 4'- 11 1/4" 13-0" N N Surveyor: WALK IN CLOSET o Aerial Land Surveying D.P.C. ALKIIN CLOSET �r LIVING BEDROOM — 200 Orville Drive,Unit 495 Bohemia,NY 1 1716 -- 833-787-8393 ----- EDROOM �, (— BEDROON BEDROOM 771 BEDROOM _ _ D� _ WALK IN CLOSET WALK IN CLOSET OCT 0 9 2025� _ �-- - - - - SOUTHOLD TOWN PLANNING BOARD N Project Info O N I O -- 4'- 1 1 1/4" I WALK IN CLOSET M 4'- 11 I/-�- _ -- L _ _ _ 10' 0" 21'-41/4"— — _ _ _ — — ;_ ___� — — — -21 9" 10'-0".4 oil Proposed Multi-Family - ,_ - -- - Ln BATHROOM 5'-0" - I 20 -93/4" G' 0" I 5'-011 - 150 New 5uffoIk Ave. LO BATHROOM - --- 10 Mattituck, NY 11952 ° KITCHENIDINING ° � N o O p o. 5'-0 ` - ` 5'-0„ -� BATHROOM O - E INI KITCHEN/DINING INING LIVING � IN KITCH NG KIT LIVING NN NID O c9 N N 9'- 10 1/4" 5'-0" G'- 1 1/2" o N N CLO. CLO. CLO. IL - RCVISIons Sent for Owner Review 10.2.25 _ Planning Fdmg Set 10.8.25 N N L? In i �W 14'-0" 2'-0" 3'-0" "1T-91/2 12 03/4 9' 0" 2'-0" - - - - - - 14' 01' 0 - L BATHROOM C 0. BATHROO CLO. BEDROOM KITCHENNINING o M BEDROOM THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND Le - KITCHEN -- AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. - -- ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A o VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE � � � N.Y.STATE EDUCATION LAW. o ° i Drawing Title 14' 0" -- 14' 0" 100 IN N d — CC) I I I I m I G'-4" 5'-9° - Second Floor Plan I I I I — M I i I I I I I I ch --- LIVING X - i i i 3-G" LIVINGIDINING BEDROOM N � BEDROOM -- CLO xN � CIO. I I I I I I I I I I I I I I I I I r — — I I I I I I Nr I I I I I I I I I I I 13 - I I/4° IG'-63/4" 11'-7 1/4" _ JM2 No: 7 114" 2'- 2023-0914 - "OoSl10 -- DATE: 9.10.25 inal - -- A - DESIGNED BY: BK 12'-G" _ =I 12'-G" I - - - CHECKED BY: JM o un - -- - - -- - - - - - -- - ---- - - SCALE: As Noted - - - _--- SEAL#SIGNATURE: o 0 394 y0Q` - - _- ---.--- ------ - ------ -- _ _ DWG No: 19'-0" Second floor 1 1 /411 _ 1 1_011 i ELEVATION KEY NOTES Architect of Record: OVER5ATEX XCEED 4 112"LAP PVC WOODGRAIN SIDING. JM2 COLOR:SANDCASTLE(EX5D45 I G5ACA) OAZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 112"BATTENS. R C I T E C T U R E D PC COLOR:SANDCASTLE JM2 ARCHITECTURE DPC IN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. 2410 N AVENUE COLOR WHITE 3 EK WOODGRASUITE 300 FARMINGVILLE, NY, 11738 OPROPOSED DOUBLE HUNG WINDOW WITH GRIDS COLOR WHITE { 31.320.3305 VER5ATEX TIMBERBOARD PVC TRIMBOARD.COLOR:WHITE I 5 PROPOSED SLIDING DOOR WITH GRIDS. COLOR.WHITE I i O VER5ATEX TIMBERBOARD PVC TRIMBOARD.COLOR:WHITE ! { ; Applicant: { ! I 6 COLONIAL SEAM METAL ROOF Nickolas Mirando O �__._ r. .....n m • COLOR:SLATE I I 183 Smithtown Blvd VER5ATEX 8"CROWN MOULDING(PA8CROWN) Nesconset,NY 11767 - COLOR WHITE 631 813-6152 AZEK TRIM Owner: Inc Hand Pant Stores COLOR:WHITE Y Pantry -__-__—..___. ._____...._ . l _ 1e5 Smithtown Blvd. __- _...-..._ ....._... ._ � Nesconset,NY 11767 "µ _^}Y___ __ fi,lllll, _ 1 — -^ --- - i' VER5ATEX WATER TABLE(PCBWATERTABLE-18') 631-361-9440 COLOR WHITE !i , I - I ! — „__ _. __ I ER RIDGE STEALTH CORNERSurveyor: _ _.. - — i .� : - O COLOR WHITE 49 - t 5 Orville0 _ I Aerial Land Surveying D.P.C. 200 l Drive,U Bohemia,NY 117 FFIT WITH MATCHING CROWN(TYP.ALL BALCONY CEILING ) 83 Bohemia, Y 1 1 r i COLOR DRIFTWOOD VER5ATEX CANVAS SO WN S r I 10"DIA. ROUND FLUTED COLUMN WRAP,MANUFACTURED T.B.D. o 12 COLOR:WHITE G3CC�C ��hDD INTEXT NAUTILUS SERIES " OCT 0 9 2025 LUS S R S 10500 36 RAILING SOUTHOLD 101yN COLOR:WHITE PLANNING .�oarD WRAPPED SOFFIT _ COLOR:WHITE LO WH a O P y C'1 ~yu4 ! P f Project Info - _ N W ER ABLE North - Rendering 2 3/ 16 = 1 -0 �_8,0 Proposed Multi-Family 150 New Suffolk Ave. Mattituck, NY 11952 T.O. ROOF I - - Revisions Sent for Owner Review !0.2.25 _ - - - rt Planning Filing Set 10.8.25 - — - 6 - - L 3 I — FIT , I i - -� - _ 1-_ _,- - - - - -_ I i � g ec nd floor Ceiling_5 o Fo e n_ o C g_ 22' - 0" — THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. iI ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 14 VIOLATION OF SECTION 7209 5U5-DIVI5ION 2 OF THE FTTN.Y.STATE EDUCATION LAW. 2 4 5 5 4 4 5 5 4 4 5 II 5 4 12 Drawing Title I ; Elevations Second Floor 12 - 0 - First Floor Cellln - 8 — � I'i�l .. .,. _ 01 Oil 7 _ JM2 No: 2023-0914 DATE: 9.10.25 t DESIGNED BY: BK 4 sl I 5 5 4 ,�4 4 5 4 4 4 4 5 � 5 4 � 10 FI CHECKED BY: JM Jlt- — - — f I SCALE• As I � SEAL SIGNATURE: p r -- 12 M - - - C Flr5t Floor , - 15 I E 0' - 0" — — — — — — — — — — — — — — — — — — — — — T.O. Basement 51ab =_- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -I I' - 0" I 1171. 11--1-I 1=LI L-1-�I LA 1 1 I=I- I=1J I=� I=1� I=� I=L� I I—I I=L� I=L� I=� I U I=U I=� I-1� I-1�{I ICI I I=J I-I—! 11=I I-1=1 I-1=1 11=I ICI 11i 1 ICI —_— = 394�y0 - - - - — - - - - - - - - - - - - - — — - - - - - - - - -I—II�1�-I--l� I—III—III—II FNE ==1 �=� �—III—III—III—III—I I—III—III—III—III—I I_III—III—III—III—III—III—III—I I—III—I I_III—I i I—III—III—I I I_I I I—III—III—III—III—III—III III—III—III—III—III—I I I_I I I—III—III—I I i—I —I I— _ — _ — -- _ -- — —_ DWG No: III I I I—I I I—III III I I I—I I I—I I I—I I I—III III—I I I—I I I—III—I i I—i I I—III—III III—III III—III—III—III—III—III—i i t III—III—III—III—III III—III—III—I I I—I I I—III—I 11—I I I III—III—III I ((I I I I I I I I I I I I I I�I I I I I I I I I I I I I I I I(I III( I I I I I I I I I I I I I I I I I( I I I I I I I I I I I I dift Aft North I 11411 = 11-011 C-8.9 i ELEVATION KEY NOTES Architect of Record: OCOLOR:SA DCA5TLE(EX5D45 6S00)GRAIN SIDING. JM2 OAZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. RC IH IT E C T U R E Pc 2 COLOR:SANDCASTLE JM2 ARCHITECTURE, DPC 777777 O IN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATE 2410 N AVENUE AZEK WOODGRA ENS. NORTH OCEAN 3 COLOR:WHITE SUITE 300 FARMINGVILLE, NY, 11735 I OPROPOSED DOUBLE HUNG WINDOW WITH GRIDS, COLOR:WHITE T 631.320.3305 VERSATEX TIMBEKBOARD PVC TRIMBOARD.COLOR:WHITE O5 PROPOSED SLIDING DOOR WITH GRIDS.COLOR:WHITE VERSATEX TIMBERBOARD PVC TRIMBOARD. COLOR:WHITE 'y 1 COLONIAL SEAM METAL ROOF Applicant: O Nickolas Mirando I COLOR SLATE 183 Smithtown Blvd. OWN MOULDING 8CR0 Nesconset NY I VERSATEX 8 CROWN PA G WN COLOR:WHITE 63 813 6152 Owner: __-_______________...____.__._.____ ________.___.___,__.._ AZEK TRIM __ _.._ __._.._-_.,_.. ii _ ___ ___ ___,. i ____,_,_..__ __ .___._.4__._.__,_ ._.__.,_._ _--- __..__..__.._-______._,.- COLOR.WHITE ILI8 Handy Pantry Stores I _._--.--_-._._-__-- 183 Smithtown Blvd. - -—--- - - - VER5ATEX WATER TABLE P Nesconset, NY 11767 - CBWATERTABLE I8 COLOR:._._._,.___________.__.______.__._I 6313619440 ! - - v _ _ _ _.W.--- ; �.�.._—�. �_ _ _ _ _ , �,_ ___._____. Surveyor: __ .._.. __ _ _ _ :_;T_;V__ - T _____ _______ . _ _ __ _ _ _ VERSATEX TIMBER RIDGE STEALTH CORNER Aerial Land 5urve m D.P.C. - I _'. COLOR WHITE y g -- .___.____.u_ _ —_ ___ " 200 Orville Drive, Unit 495 ----'._..__. ..-_ FFIT WITH MATCHING CROW (TYP. ALL BALCONY CEILING ) Bohemia,NY 1 1716 VERSATEX CANVAS SO N S 833-787-5353 COLOR: DRIFTWOOD - 10 DIA. ROUND FLUTED COLUMN WRAP,MANUFACTURED T.B.D. QCSC�L� WME- ' COLOR WHITE 09 202 5 - -- __...-..___.....,_._.._...._..-...__.___ SERIES 1050036 RAILING INTEXT NAUTI__1L� .._.__...._ ._._._.. . .„.»..,..,. i _,-.._,..��.w.._.�....�_.___-___.-..�....--- __-._-_._._,_.._`__...,_,y ._.._` :�".:'-... __.-_ _ .�__.__._.._W_.__..___.___--__._.__.._.__..._.__---- SOUTh;OLDT01' _ i LUS _-__.-_ -----__-,___,__ _,___, _ _ ll_I _____.___._._... _ 13 __.._.__._.,.__.__.. ___..___. ______._..._..-__.._.___,_._... __..____.______...__.,,.�....._..__.______._-_. __...________..__.__._ COLOR:WHITE P_LA rdr�irac s � _ _ _ - --- ___ - _ _ O ---------- i _ �. � - WRAPPED SOFFI COLOR WHITE �� �.r,^ .�.x .�. .w k,: .'.` w,e ,rx - '~ •F: re,c: 1 Project OSTONE WATERTABLE ProFoSed Multi-Family South - Renderin� 2 150 New Suffolk Ave. Mattituck, NY 11952 T.O. ROOF J 32' - 1 1 1-- — — — — — — — — — — — i i _ Revisions I - Sent for Owner Review 10.2.25 i Plannin film Set I ._ 082 5 9 9 - - i- - J _ ;- -- 411 - i _ - - - — �:ft+Hll — — 3 - - 8 - r Second Floor Ceilin _ 1 - � fi 22 - Oil ""`�' � THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. - ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 14 VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. ! I 5 4 4 5 Drawing Title I _ _ _ - --� - - I Elevations As Second Floor JOE � 3 First Floor Cellln — i— — — — --- - _ — — _ JM2 No: 2023-0914 DATE: 9.10.25 6 4 I 4 4 I 4 DESIGNED BY: BK CHECKED BY: JM �'! SCALE: As Noted ....... EAL#SIGNATURE. First floor 00 - ED �, — — — T.O. Basement Slake — — — — — — — — -- — — — — — — — _ _ _ _ _ _ _ _ _ _ (P — MI — — — — -- — — _— — _ — — — — — — — — — — — — — — — — — ��9�. a''3945 - II I—III MIJ I=1J I=1J I=�I=� I=� I—U I=14 I=IJ I=1� I=I I I I I=I I I=I I I 11=� I I I I I I I I I I L I .�E I mil.I � - - - - -- — ,F NE' —_ �.1.—I-�a—�-��—�-��-�.�-a-��—�-� I�I I—I�I�1�I _� —III III III—I i i—III—III—III III III—III—III—III—III—III—III—III III—III—III—III—I I I I I I I I I I I I I I I I I I I I I I I I I I I (I I I I I I I I I I I I I 11=—fi=1 I DWG No: III III III III III III III III III t l l III III III III III—III—III—i I I III—I Ask South I 1/4i1 _ I I_011 C-V. 1 I Architect of Record: ELEVATION KEY NOTES O OODGRAIN SIDING. JM2 COLOR:5A DCA5TLE(EX5D45 6S AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. R C I T E C T U R E D PC O COLOR:5ANDCA5TLE -M ; " JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE 3 AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. SUITE 300 R O COLOR:WHITE FARMINGVILLE, NY, 11738 PROPOSED DOUBLE HUNG WINDOW WITH GRIDS.COLOR:WHITE T 6 31.320.3305 �y V O VER5ATEX TIMBER50ARD PVC TRIMBOARD. COLOR:WHITE O PROP05ED SLIDING DOOR WITH GRIDS. COLOR:WHITE ! I VER5ATEX TIMBERBOARD PVC TRIMBOARD.COLOR:WHITE COLONIAL SEAM METAL ROOF Applicant: _.._. is o as Iran o 183 Smithtown Blvd. VER5ATEX 8"CROWN MOULDING(PA8CROWN) Nesconset,NY 11767 COLOR:WHITE 63I-813 6I52 Ell __.. _ _ .___ w _ O ner• AZEK TRIM COLOR WHITE Handy Pantry Storeslnc ld' F Smithtown Blvd _� ._,u.._.fir- Nesconset, NY 11767 --` — VER5ATEX WATER TABLE(PCBWATERTABLE-18) 631-361-9440 COLOR:WHITE Surveyor: VER5ATEX TIMBER RIDGE STEALTH CORNER h I COLOR:WHITE Aerial Land 5urveymg D.P.C. - _- 200 Orville Drive,Unit - — 16 FFIT WITH MATCHING_ _ __ CROW W.ALL BALCONY CEILING ) - COLOR DRIFTWOOD 533 787 8393 _._ _ ..___ _ -._..w ._._ _._.. _.__ .___. II VER5ATEX CANVAS SON S Bohemia, I 10 DIA. ROUND FLUTED COLUMN WRAP, MANUFACTURED T.B.D. ��(J0���U _. ___._.___ :w__.__. �:--:-- -- .__-- .` -.-w__._____.._..____.________._.«_._ COLOR:WHITE 12 OCT 0 9 2025 - ...__._______. _._.__.__.�._.._�._. __:-'., .-:.._ .:w. ;.:_ .. :; wa:e SERIES 10500 RAILING __......._-..__.-_._.... .-._ INTEXT NAUTI BOARD LUS 36 ._ � �._. __ .-----._.__.,_._---.—._...__.__. ____....___..,__._____._.__..___._.._—___ � SOUTHOLU TOl"dPl _._._.-_.._._..___. ,. _..__ COLOR WHITE_. ._.. -. ._._- ___ �0 ' 14 WRAPPED SOFFI COLOR WHITE Protect Info 15 STONE WATERTABLE East - Rendering 2 3/ 1 G1l = 11-011 C-8.2 Proposed MUItl-Family 150 New Suffolk Ave. Mattituck, NY 11952 T.O. ROOF --- I - - - 1 Revisions 6 Sent for Owner Review 10.2.25 - - Planning Fdmg 5et 10.8.25 IT—1 — — — — — --- - -I - - - -- - - - - - --- - - 6 6 -- I ; - - —i - ' 5econd Floor Cellm - 22' 0" — — THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. I 14 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE 4 4 4 4 4 5 4 I N.Y.STATE EDUCATION LAW. LUI _ Drawing Title i - - -- -- 13 TA 5econd Floor � I Elevations 12' - 0i, First Floor Cellln 0 Oil r JM2 No: 2023-0914 DATE: 9.10.25 5 4 4 4 4 4 4 I N DESIGNED BY: BK I I€ - - - � CHECKED BY: JM 77 9 SCALE: As Noted v- I Fir5t Floor -- �'i -- - - 15 �o �o SEAL SIGNATURE: 0 - 0 _ - - � u�-III—II I III—III—III—I 1 1-III III—III—III-III—III—III—II I—I 1 1—I 1 1—I I r 1 I I—I T I-T-I 1 I i Jwi rill T.O. — — — — — — _ _ _ _ _ _ _ _ _ _ - — — — — — — — — — — — — — — —_ — — — _ — — — — —_ — — F�I —IIIIII—III—IIIIII III=1II - - - - _ — - - - - - - - - - - — 0'9 11U �—� I-I-� I�-1 I-1--_1 I.1 ' I.�-1 I l—I I CI LI I I �II —I �I I �I—I �I—I �I—I I—I I I IIJ I—u IIJ II.J I—I�I—I� 1—U I �.11. 11—i I I—I <3> —1 i t-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I--1 11-1 11-1 11-1 11-111-1 11-111-1 11-1 I I. . .I 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I. . .I 11-1 11-1 I I—.111-1 11-1 11-1 11-1 11-1 11-1 11-1 11-111-111-111-111-1 DWG No: East I - _ i C-�.2 11411 — I - ii 0 12 ELEVATION KEY NOTE5 Architect of Record: O RAIN 51DING. JM2 COLOR:SANDCASTLE(EX5D45 G5ACA) OAZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. RC I T E C T U R E CPC COLOR:SANDCASTLE JM2 ARCHITECTURE, DPC O AZEK WOODGRAIN BOARD AND BATTEN WITH 3/4"X 1 1/2"BATTENS. 2410 NORTH TEOCEA AVENUE COLOR:WHITE 300 FARMINGVILLE, NY, 11738 O PROPOSED DOUBLE HUNG WINDOW WITH GRIDS.COLOR:WHITE T 1631.320.3305 I VER5ATEX TIMBERBOARD PVC TRIMBOARD.COLOR:WHITE I OPROPOSED SLIDING DOOR WITH GRIDS. COLOR:WHITE VER5ATEX TIMBERBOARD PVC TRIMBOARD. COLOR:WHITE OCOLONIAL SEAM METAL ROOF Applicant: COLOR:SLATE Nickolas Mirando 4 ram _.• 83 Smithtown Blvd. I VER5ATEX 8 CROWN MOULDING(PA8CROWN) Nesconmt, NY 117G7 COLOR WHITE G31-813-G 152 .r _. AZEK TRIM Owner' - - " 8 Handy Pantry Stores Inc __.___,,�__.____.:...__.__._ COLOR:WHITE ; �"_...._._���_�'�._::��,�:.-:_::�:�:��:�_:�':-�,-.._:�w i is _.�..�.���_ mit town Blvd. ----- Nesconset,NY 117G7 VER5ATEX WATER TABLE(PCBWATERTABLE 18') i I 63I-36I 9440 COLOR:WHITE :._.._._ Surveyor: — VER5ATEX TIMBER RIDGE STEALTH CORNER Aerial Land Surveying D.P.C. I --= COLOR:WHITE - ? _ ��`�:. -_ __..� ; -._ 200 Orville Drive,Unit 495 Bohemia,NY 1 171 G t VERSATEX CANVAS SOFFIT WITH MATCHING N CROW (TYP.ALL BALCONY CEILINGS) 833-757-8393 COLOR DRIFTWOOD - - 1 2 10"DIA. ROUND FLUTED COLUMN WRAP, MANUFACTURED T.B.D. �'L _; Ll COLOR. WHITE OCT 0 9 2025 IN TEXT NAUTILUS SERIES 10500 36 RAILING - --��`�:� '. - - - - 13 SOUTHOLD TOWN -.-._. - COLOR WHITE G BOARD - - - T ----_ I WRAPPED SOFFI I ' _� i'' 14 COLOR:WHITE Project Info u STONE WATERTABLE en 17 - Pro o5ed Multi-Famll p Y 150 New Suffolk Ave, West - Rendering 2 3/ 1 Gil = 11-011 C-8.3 Mattituck, NY 1195 2 �TIO. 00F — — — — — — — Revisions Sent for Owner Review 10.2.25 --f, Planning Filing Set 10.5.25 6 - - - - - - _1 - - ' IS + ji -- - - - - - - - S - - -aIT!I oecond Floor Cellln - - - —�- — THESE DRAWINGS ARE AN I N5T MENT F— RU 0 SERVICE,AND ANY UNAUTHORIZED U05E OF TOE5E DOCUME TS 5 IN AC VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE 14 N.Y.STATE EDUCATION LAW. 1 4 5 4 4 4 4 4 Drawing Title 12iL 'I Tu-u I Elevations I3 ` �12r' Floor g - — -- - FIr5t Floor Cellln�_ - 7 ° - JM2 No: 2023-0914 — — DATE: 9.10.25 �" DESIGNED BY: BK 10 4 4 4 4 t} 4 5 CHECKED BY: JM SCALE: As Noted First Floor 15 T,O. Basement slab �9T o,3945 OQ ;F NE�N'l -I I' - o" DWG No: lid I lifl I I=1 I I-1 I I—I 11�111-Ill-111=ill-I11-I11-Ill-Ill—Ill-Ill-111=111=111=Ill-I1l-Ill-111—Ill—Ill-111=I11-111 111=111=111=Ill-111=111=Ill-111=Ill—lll�l I I—III-1 I I-1 I I=1 I I=1 I I-1 I I=1 West 1 /411 _ 1 1-0I1 -8.3um8m3 OFFICE LOCATION: � M ATLING ADDRESS: Town Hall Annex ��� P.O. Box 1179 "�, 54375 State Route 25 t Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 18, 2026 Mr. Bryan Kuefner, AIA JM2 Architecture D.P.C. 2410 North Ocean Ave., Suite 300 Farmingville,NY 11738 RE: SEQRA Consultant Fee 150 New Suffolk Avenue Multifamily Site Plan 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Dear Mr. Kuefner: On May 18, 2026, this office requested the submission of an$8,000 escrow payment pursuant to Town Code §280-131(N) to fund the Planning Board's technical consultant, Hardesty & Hanover, for the environmental review of the 150 New Suffolk Avenue Multifamily Site Plan application. To date, we have not received the requested escrow payment. As a result, Hardesty & Hanover has not been authorized to commence its review, and the Planning Board's environmental review of the application cannot proceed. Accordingly, the public hearing scheduled for July 13, 2026, will be postponed pending receipt of the required funds and completion of the consultant's review. Please submit the $8,000 escrow payment at your earliest convenience so that the environmental review may move forward without further delay. The funds will be held in escrow and drawn down monthly as invoices from Hardesty & Hanover are received and paid. Upon completion of the review, copies of the invoices will be provided and any remaining balance will be returned. If you have any questions, do not hesitate to call this office at (631) 765-1938. Respectfully, a277�- Mara Cerezo Planner �'6.r- P13, H 8C.,,X{ MIM 12 0W* 'LIE' MAY 2 8 2026 SOUTHOLD TOWN PL ANNING BOARD Amended Site Plan Applicatiop: HANDY PANTRY MULTIFAMILY BUILDING SCTM# 1000-114.-12-3.1 This amended site p lan a pplication proposes the construction of a two-story., 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an t?X1SfirL9±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Chairperson Meryl Kramer recused herself from the review of this application. Town Planner Mara Cerezo presented the proposed site plan and design drawings for the Committee's review. Following the presentation, the Committee members discussed the project with the applicant and have the following comments. * This project represents one of the first multifamily residential buildings on the North Fork s n th Mattituck in a considerable period of time. As such,it has the potential to set a precedent for e character and quality of future development in our conununity. As currently presented, the building reads as a generic apartment complex rather than a thoughtfully designed piece of residential architecture. If this is intended to serve market rate and workforce housing, that purpose makes design quality more important., not less. The residents of this building deserve homes that are asp irational. in their- design, that engender pride of place, and that support a positive home life through architectural intention. The current drawings do not achieve this. The building should not be read as repurposed college apartments. It is reconu-nended th at flie a pplicant engage a design review of the entire project before returni TL--) ng to the Con-i-mittee. li + tie need for a comprehensive desi -i issues identified below are M' terconnected and sugge st revision rather than piecemeal corrections. * If there is to be an integrated solar panel system,how would that affect the current project plan. * The 2025 N-YSECC raises the question of solar readiness for new commercial and multifamily buildings. This should be a direct question to the applicant: is solar energy planned for this project? If so, how does the panel layout integrate with the roof design? If not, why not? For a new-construction multifamily building in 2026,solar readiness should be an expectation,,not an afterthoug ht. The roof design should accommodate solar from the outset rather than treating it as a retrofit. * It is recommended that there be egress and/or windows in every room in the basement area for both sunlight and emergency situations. Page 2 of 5 0 Along the front of the building,what is the utility of the front porches and balconies? 0 The balconies as drawn raise several concerns: the second-floor balconies do not align with the first-floor porches or window openings below them, and at the rear entry there is a 15-foot protruding balcony/entry portico with no apparent public access or clear programmatic purpose. If balconies are even appropriate, solid parapet guardrails are recommended to provide residents with a greater sense of enclosure and privacy. 0 Submit more detail for the stone flint, columns, and balusters. 0 Beyond detail, the open balustrade-style handrails shown are not appropriate for this building type. The Committee recommends that the applicant explore solid parapet-style guardrails instead. Parapet guards would provide more privacy for the residents and resolve many of the disparate architectural elements by reducing visual clutter on the facade. 0 It appears all of the exterior materials proposed is to be a type of plastic/fiberglass. It is recommended that the material be more environmentally conscientious including types of materials that are forestry regenerative products. 0 The siding is called out as Versatex or PVC. PVC siding is a petroleum-derived product with a substantial environmental footprint in its manufacture. It is also not particularly dimensionally stable over the long term and is susceptible to warping under heat exposure, which will be a maintenance and aesthetic issue over the life of the building.Fiber cement(such as HardiePlank or HardieShingle), natural wood siding with proper detailing, or other non-petroleum-based cladding systems would all be more appropriate for this context and more durable over the building's lifespan. 0 What exterior colors are being proposed for the roof, siding,columns,etc. 0 The roof is quite tall (10-foot-high attic space), consider lowering the roof height. 8 The issue goes beyond height. The roofline as depicted lacks a clear compositional hierarchy. The roof should express the organization of the building and help break down its perceived mass. 8 The Committee is requesting a roof plan to include depictions of how this roof line actually works. a The roofline as depicted lacks a clear compositional hierarchy. It is not evident how the various ridge lines,gable ends, and slopes relate to one another or to the buildings plan below.The roof should express the organization of the building and help break down its perceived mass. The app licant should present a roof plan and supporting sections that demonstrate a legible, intentional roof composition. a Does the structure meet the Town's Sky Plane requirements? This should be confirmed in the next submission. a How are the second-floor balconies being held up? 0 The balconies are currently shown in the plans and elevations as floating. If the applicant wishes to retain balconies at all, their location, size, detailing, and structural support need to be reconsidered as part of a coherent facade composition and structural design. 0 The second-floor balconies/windows do not align with the first-floor balconies/windows on any side of the building. public access,what is 0 The second-floor balcony that protrudes out approximately 15 feet has no p the purpose of this balcony? 0 Try to lessen the building having a hotel-like aesthetic and more of a residential-like aesthetic. 0 The building's massing needs to be reconsidered in relationship to the surrounding residential context. The roof line alone is bigger than any of the adjacent properties. The applicant should explore breaking the building down into smaller perceived volumes through architectural Page 3 of 5 planning: stepping the plan, varying the roofline, differentiating materials and/or volumes across sections.,or articulating the facade and roof to create multiple connected structures rather than one large monolithic building.The total enclosed area could remain the same while reading as contextually appropriate from the street and from neighboring properties. On the floor plans, labeling each unit (unit 1, unit 2, etc.) would be useful for all involved. Some of the second-floor unit's kitchens are poorly laid out and should be re-designed. The issue is broader than individual kitchens. The unit plans throughout the building lack design clarity and do not reflect a thoughtful approach to residential livability. Room proportions, circulation patterns., natural light access, and the relationship between living, cooking, and sleeping areas all need to be reconsidered. There is a 2nd floor 1-bedroom apartment that appears to be as big if not bigger than other 2-bedroom apartments.Wlile it may be the applicant's goal to blend market rate and workforce housing between the two floors, the implications of this layout should be studied. Wet room locations on the 2nd floor that are over dry locations should also be considered. It appears that two bathrooms on the 2nd floor are directly above bedrooms on the ground floor. Additionally, egress windows and natural light in the basement level should be reiterated.Every habitable space should have adequate daylight and code-compliant emergency egress. • A scaled rendering of the structure that depicts cars,people,sidewalks,etc.would be helpful to aid in depicting the scale of the building being proposed. • The current drawings do not adequately communicate the scale of the proposed building. As submitted, they are difficult even for a trained architect to evaluate in terms of contextual impact, and they will be effectively illegible to the general public and to Planning Board members who will be asked to approve this project. • The Committee recommends that the applicant consider creating and submitting a 3-D rendering when the plans are closer to being finalized to aid in both Town offices and the public having a better understanding of what is being proposed. The rear elevation, which functions as the primary pedestrian entry, is poorly resolved. The portico is over-elongated and the composition lacks symmetry or any clear organizing logic.For a residential building, the entry is the single most important moment in the architectural experience. It is where residents arrive home. It needs to convey a sense of welcome, permanence, and care. The applicant should redesign the entry with an eye toward harmonic proportional relationships:a balanced composition,appropriately scaled columns,and a portico depth and width that relate to the building facade behind it. Symmetry and scale need to be considered here. • The current subn--Lission does not address HVAC integration.For a 10-unit multifamily building, the mechanical systems will have significant visual and spatial impacts. Condenser units, exhaust venting, plumbing vents, ductwork routing, and any rooftop equipment need to be shown on the site plan, elevations, and roof plan. How are these systems being screened from view? Where are condensers located relative to neighboring properties? This is not a detail to be deferred. It directly affects the building's appearance and its impact on adjacent residences. The Committee recommends that the applicant return with revised plans. Given the scope of the concerns outlined above, the applicant is encouraged to treat this as an opportunity for a meaningful design revision rather than a set of isolated corrections.This building will be a part of Mattituck's built environment for decades. It should be a flagship for the design team and designed accordingly. Page 4 of 5 This Committee would like the applicant to return with revised site plan depicting the recommendations noted above. Respectfully Submitted by, E eabeth Cantrell, A.R.C. Secretary Page 5 of 5 OFFICE LOCATION: �QF SO(/ry MAILING ADDRESS: Town Hall Annex ��� Ol0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY cn ac Telephone: 631 765-1938 ip� www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 18, 2026 Mr. Bryan Kuefner, AIA JM2 Architecture D.P.C. 2410 North Ocean Ave., Suite 300 Farmingville,NY 11738 RE: SEQRA Consultant Fee 150 New Suffolk Avenue Multifamily Site Plan 150 New Suffolk Avenue, Mattituck S CTM#1000-114.-12-3.1 Dear Mr. Kuefner: Pursuant to Town Code §280-131 N, the Planning Board has hired a technical consultant, Hardesty & Hanover, to assist with the environmental review of the 150 New Suffolk Avenue Multifamily Site Plan application. This review is estimated to cost $8,000. Please submit$8,000 at your earliest convenience. This will allow us to continue reviewing this application. The funds will be held in escrow, and drawn down monthly as we receive and pay invoices to Hardesty & Hanover. At the completion of the review, we will send a copy of the invoices and return any remaining funds to you. If you have any questions, do not hesitate to call this office at (631) 765-1938. Respectfully, Mara Cerezo Planner COUNTY OF SUFFOLK Svf P3,44 L-1 Im(-IJ i. -yD MAY 0 4 2026 EDWARD P.ROMAINE SOUTFiOLD TOWN SUFFOLK COUNTY EXECUTIVE PLANNING BOARD DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE MAUREEN GETCHELL COMMISSIONER RORY WHELAN CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER May 4,2026 Town of Southold 53095 Main Road P.O. Box 1179 Southold,New York 11971 Attn: Mara Cerezo Dear Ms. Cerezo: Pursuant to Section 2391&m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. Handy Pantry Multifamily Building 1000 11400 1200 003001 N/A Comments: 1. Approval of required variance(s)identified on the site plan and in the referral materials must be obtained prior to approval of the site plan. Pursuant to NYS GML and the Laws of Suffolk County, variances are subject to review by the Suffolk County Planning Commission. 2. The applicant should be directed to begin/continue dialogue with the Suffolk County Department of Health Services for review and approval of the I/A OWTS. 3. New buildings should be designed and constructed to reduce energy consumption and improve environmental quality. Such buildings should incorporate the use of renewable energy through utilization of rooftop solar wind and/or geothermal systems;or at minimum be built solar ready. 4. The applicant should be encouraged to incorporate green methodologies such as rain gardens, bioswales, etc. as described in the Suffolk County Planning Commission publication on Managing Stormwater-Natural Vegetation and Green Methodologies,into the proposed site drainage design as an additional tool to manage stormwater runoff. H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2n°FI 8 P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 8 (631)853-5191 5. Pursuant to Suffolk County Resolution No.524-2025,the petitioner should be encouraged to set aside affordable housing units for volunteer firefighters and emergency medical services personnel. 6. The Town should further advise the petitioner of the Suffolk County Local Law 7-2023, a Local Law to Improve the County's Affordable Housing Program for Veterans.These units shall be in perpetuity. 7. The Town should make the applicant aware of the Suffolk County Local Law 8-2023, a Local Law to Improve the County's Affordable Housing Program for Individuals with Disabilities; said units are to be spread throughout the development. These units shall be in perpetuity. 8. On site pedestrian walkways should be provided to abutting roadways to enhance accessibility to nearby public bus transportation services. 9. All new developments with parking lots should have plans for 2%off street parking stalls to become future electric vehicle charging stations. Additionally, the proposed parking lots should also designate a minimum of 8%of parking spaces for clean energy vehicles,without increasing the number of parking spaces beyond the minimum required. 10. Consistent with the Suffolk County Planning Commission's Guidebook's Specific Design Policies for applications in the vicinity of residentially zoned land. The subject property should be encumbered by appropriate operational restrictions to adequately protect nearby residences(i.e.,limitations on lighting,hours of operation,truck deliveries,garbage pick-up, truck idling, trash compaction, etc.). NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, 6,�"Xww (F. C5-21 By Victoria Malvone Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/vm H.LEE DENNISON BLDG ■100 VETERANS MEMORIAL HWY,2""FI ■P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 COUNTY OF SUFFOLK hY��� G3C�CCC���7C�D APR 2 0 2026 SOUTHOLD TOWN PLANNING BOARD EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner April 20, 2026 Town of Southold Planning Board Office Attn: Mara Cerezo, Planner 54375 State Route 25 Southold,NY 11971 Via e-mail: mara.cerezo a.town.southold.ny.us Re: 150 New Suffolk Avenue 150 New Suffolk Avenue, Mattituck SCTM# 1000-11400-1200-003001 Dear Ms. Cerezo, The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated April 10, 2026 concerning the above referenced application. The Department has no objection to the Town of Southold Planning Board being deemed Lead Agency. Based on the project information provided for a review of the subject coordination,the Department offers the following comments. However, the Department wishes to reserve its right to provide more detailed information within the comment period(s)established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are completed. 1. SANITARY CODE A. Article V) Application Status: The Department's Office of Wastewater Management has received a commercial wastewater application for the above referenced parcel on 7/23/2025, filed under reference # C-25-0179, as required by Article VI of the Suffolk County Sanitary Code. The commercial application is incomplete as of 8/15/2025 pending submission of the following: DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 2B,Yaphank NY 11980(631)852-5750 Fax(631)852-5812 PublicHea Ith • The proposed development exceeds the allowable density under Article 6. A Board of Review (BOR) variance is required, and a Transfer of Development Rights (TDR) plan is recommended. Prior to scheduling, please provide a letter from the Town confirming the proposed TDR credits and their support for the project, as referenced in the submitted WWM- 061 form. • Covenant language TBD upon BOR Determination. • The sanitary design does not meet the manufacturer's minimum requirements (e.g., a trap with cleanout to grade between the pretreatment tank and the Fuji Clean unit, and a remote vent). If deviations are proposed, provide a letter from the vendor specifying which requirements are being waived and the justification for the site-specific design. • House connections serving multiple residential units must have a minimum diameter of 6"; however, FUJI systems are only compatible with 4" piping. An eccentric reducer may be required. Consult the manufacturer for guidance and revise the plans accordingly. • Revise the plans to include I/A OWTS system details, specifically the control panel and GFI location with associated electrical line, as well as the venting pipe and blower. • Maintain a minimum 10-foot horizontal separation between the proposed water line and storm drains; clearly indicate this on the plans. • The sanitary calculations for Outfall #3 are inconsistent with the layout—calculations reflect a 2-pool system,while the plans show a 3-pool system.Revise the calculations or layout to ensure consistency. • Indicate the location of the existing water service line for Building 41 directly on the plans. • Submit a Water Availability Letter from SCWA. • Submit a SEQRA Determination &Planning/Zoning Board Approval from Town. • Submit revised plans with RA signatures/seals. B. SCDHS Jurisdiction The SCDHS maintains jurisdiction over the final use and size of the property. The applicant, therefore, should not undertake the subdivision without Health Department approval. Density and complete site plan details are essential to the review of this project. These considerations are reviewed completely at the time of SCDHS application. Thank you for the opportunity to review this application. If you have any questions, please feel free to contact the Office of Ecology at 631-852-5750. Sincerely. DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 19 360 Yaphank Avenue, Suite 26,Yaphank NY 11980(631)852-5750 Fax(631)852-5812 PublicHea Ith I--PI.m.14 PMI111. Joy Sauer Senior Environmental Analyst Office of Ecology SEQRA@suffolkcouniyny.gov lu DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 213,Yaphank NY 11980(631)852-5750 Fax(631)852-5812 Public Health s„61c From: Cerezo, Mara PaFAPR 14L8MC � Sent: Monday, April 13, 2026 9:13 AM MD To: Westermann, Caitlin Subject: FW: 150 New Suffolk Ave 2026 WN ARD For Incoming Mail. From:Corwin, Robert<robertc@southoldtownny.gov> Sent: Friday, April 10, 2026 3:00 PM To:Cerezo, Mara <marac@southoldtownny.gov> Subject: 150 New Suffolk Ave In reference to the Handy Pantry Multifamily Building at 150 New Suffolk Ave SCTM#1000-114.-12-3.1, I have no comments at this time. Robert E Corwin Southold Town Fire Marshal 934-231-0968 how N o� oG i rH0�° 1 From: Baylinson, Lester Sent: Friday,April 10, 2026 12:18 PM To: Cerezo, Mara; Michaelis,Jessica Cc: Westermann, Caitlin Subject: 150 New Suffolk Ave TM* 1000-114.-12-3.1 Handy Pantry Multifamily Building S-b Hello,There are no open violations on this parcel. Have a good Weekend TGIF !! I B66,/ l� APR 1 0 2026 sOtiTHOLD TOWN PLANNING BOARD 1 OFFICE LOCATION: �QF SO(/ly MATLING ADDRESS: Town Hall Annex O� P.O. Box 1179 54375 State Route 25 ~ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Cal Telephone: 631 765-1938 �p www.southoldtownny.gov COUNT`,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD APR 10 2026 SOUTHOLD TOWN MEMORANDUM PLANNING BOARD To: IL6ster Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Mara Cerezo, Planner N,c Date: April 10, 2026 �''` Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-12-3.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 76 -1938 Southold, NY VVM?1W.Southoldtownny.gov u�,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Meryl Kramer, Chairperson Southold Town Architectural Review Committee From: Mara Cerezo, Planner A &kk Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this Site Plan Application to your committee for your review and comments. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi--tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-12-3.1 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 vvww.sautholdtownny.gov 00 1 � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Michael J. Verity, Chief Building Inspector Tracey L. Dwyer, Building Permits Examiner From: Mara Cerezo, Plannero� i)ox Date: April 10, 2026 Re: Proposed site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. Encls: Site Plan Site Plan Application OFFICE LOCATION: (' , MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (car. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 vwvw.s outholdtownny.gov 00 U NON PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Mara Cerezo, Planner Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM##1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. L.aserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-12-3.1 OFFICE LOCATION: ' , MAILING ADDRESS: Town Hall Annex + P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtow-nny.gov COO PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Corwin, Fire Marshal From: Mara Cerezo, Planner VY.'t 41**X Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-114.-12-3.1 OFFICE LOCATION: MAILING ADDRESS# 'town Hall Annex }��i f � �Q�J �._�} P.O.Box 1179 54375 State Route 25 �� '� Southold, NTY 11971 (cor.Main Rd,&Youngs Ave.) �,� Fla Southold, NY 0 � Telephone-:fx�3�. 7fi6-1938 e www.south*oldtow n ov + ,a: PLANNIING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Heather Lanza, LWRP Coordinator From: Mara Cerezo, Planner �g�C &\kk Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.--12-3.1 Zoning District: HB - Hamlet Business 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 amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 I www.Southoldtownny.gov COUNTi PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 10, 2026 Ms. Jessica Harris c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business Dear Ms. Harris: 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 amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Feel free to contact me at (631)765-1938 if you have any questions_ Thank you for your time and cooperation. Sincerely, Mara Cerezo Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � + P.Q. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY wwvv.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Melik Tariq, NYS Department of Transportation From: Mara Cerezo, Planner NK� Date: April 10, 2026 RE Proposed Site Plan Application Review -- Handy Pantry Multifamily Building 0 Request for Comments pursuant to Southold Town Code §280-131 SEQR Lead Agency Request 0 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. Handy Pantry Multifamily Building — Page 2 —April 10, 2026 Planning Board Position: (x} 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: Handy Pantry Multifamily Building Address: 150 New Suffolk Avenue, Mattituck Tax Map #: 1000-114.-12-3.1 Requested Action: This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. SEQRA Classification: ) Type I } Type 11 (X} Unlisted Contact Person: Mara Cerezo, Planner (631} 765-1938 Enclosures: * Site Plan Application Form * Site Plan * Full EAF 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �`'' + F.Q. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) g Telephone: 631 765-1938 Southold, NY www.southoldtowrmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services office of Ecology Cc: SCDHS Office of Wastewater Management From: Mara Cerezo, Planner wkC-- Date: April 10, 2026 RE: Proposed Site Plan Application Review— Handy Pantry Multifamily Building Request for Comments pursuant to Southold Town Code §280-131 SEQ R Lead Agency Request * Coordinated Review under SEAR 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 SEAR. 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. Handy Pantry Multifamily Building — Page 2 —April 10, 2026 Planning Board Position: {x) 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: Handy Pantry Multifamily Building Address: 150 New Suffolk Avenue, Mattituck Tax Map #: 1000-114.-12-3.1 Requested Action: This amended site plan application proposes the construction of a two-story, 1 0-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business {HB) Zoning District in Mattituck. SEQRA Classification: ) Type I ) Type 11 {X) Unlisted Contact Person: Mara Cerezo, Planner {631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan • Full EAF 2 OFFICE LOCATION: N AILING ADDRESS: Town Hall Annex ` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 c, Southold, NY vjww.southoldtownny.gov Coy PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Mara Cerezo, Planner Date: April 10, 2026 RE: Proposed Site Plan Application Review— Handy Pantry Multifamily Building 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. Handy Pantry Multifamily Building — Page 2 —April 10, 2026 Planning Board Position: {x} 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: Handy Pantry Multifamily Building Address: 150 New Suffolk Avenue, Mattituck Tax Map #: 1000-114.-12-3.1 Requested Action: This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business {HB} Zoning District in Mattituck. SEQRA Classification: } Type I } Type 11 {X} Unlisted Contact Person: Mara Cerezo, Planner {631} 765-1938 Enclosures: 0 SCPC Referral Submission Cover Sheet * Site Plan Application Form 0 Site Plan 0 Full EAF 2 Appendix A - Coziw,v Referi-al Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submission Cover Form for Planning and Zoning Referrals Municipality: Town of Southold Hamlets Mattituck Local Case Number: District. Section: 114 Block: 12 Lot:3.1 Local Meeting Date: 07/13/2026 Referral Name: Handy Pantry Multifamily Building Public Hearing: IzYes No Referring Agency: Type of Referral: Planning Board or Commission IV F._3WL239/A14-14 S.C.P.C. Regulatory Review Zoning Board of Appeals [:JMA Review- Request for Informal Input Town Board/Village Board of Trustees Attached Units Projects (Apartments) SEQRA Action: EAF Coordination Draft Scope Draft EIS Final EIS [Jfindings Project Narrative - Brief description of application: This amended site plan application proposes the construction of a two-story, 1 0-unit multifamily building on-theme sty- un-d-eveloped rear'p6r-lion of-8 2 1'1---a 61r—epa­rdi�l 00-nFa—inliiq—ar! e7t tin g-f", 00, sq. ft. commorcial mulIH-e-nan-11bui the Hamlet Bus* Qs i ng.�sLrLic.i _ tttacn in oLk- Full Statement of Facts Includes: County Referral Form (Appendix A) Public Notice (if applicable) Local application form Completed Environmental Assessment Form along with other materials associated with the environmental review process - Including Draft EIS, Final EIS Local Planning Board, Zoning Board, Agency or Department report Project sponsor, applicant's or owner's name and mailing address For Subdivision Referrals must also include: Map name. The map shall clearly state the name of the subdivision and that the map is a preliminary or final map. Any map containing the words "sketch plan" will not be accepted. Duplicate subdivision names within a town or village will not be accepted. Condominium plans shall clearly indicate that the project is proposing a condominium form of ownership. Type of Action: Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of- & A municipal boundary, 0 The boundary of any existing or proposed county, state, or federal park or other recreation area, X The right-of-way of any existing or proposed county or state road, 0 An existing or proposed county drainage channel line, 0 The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, 0 The boundary of county, state, or federally owned land held or to be held for governmental use, 0 The boundary of a farm located in an agricultural district. Please Check all that Applies: IComprehensive Plan (Adoption or Amendment) Subdivision 1:1SEQRA Only []Zoning Ordinance or Map (Adoption or Amendment) Use Variance Moratorium E, ]Special Use Permit/Exception/Conditional Use L]Area Variance Site Plan Code Amendment Elofficial Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information: Action Previously Referred to Suffolk County Planning Commission ✓ No Yes(If Yes Date Adjacent Municipality Notified (see NYS GML 239nn) NopYes(lf Yes Date Contact Information Municipality Contact Name: Mara Cerezo,Planner Department/Agency: Town of Southold Planning Department Phone Number: 631-765-1938 Email Address: marac @southoldtownny-gov Applicant Contact Name: .Bryan Kuefner,AIA Applicant Address: J M2 Architecture D PC,2410 North Ocean Ave.Suite 300, Farm i ngvi I le,NY 11738 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �'` P.U. Box 1179 54375 State Route 25 Southold, NY 11971 (car.Main Rd. &Youngs Ave.) � Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov room, PLANNING BOARD OFFICE TOWN of SOUTHOLD MEMORANDUM. To: Suffolk County Water Authority (SCWA) From: Mara Cerezo, Planner�C/ Date: April 10, 2026 RE: Proposed Site Plan Application Review-- Handy Pantry Multifamily Building 0 Request for Comments pursuant to Southold Town Code §280-131 • SEQ R Lead Agency Request a 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. Handy Pantry Multifamily Building — Page 2 —April 10, 2026 Planning Board Position: (x} 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: Handy Pantry Multifamily Building Address: 150 New Suffolk Avenue, Mattituck Tax Map #: 1000-114.-12-3.1 Requested Action: This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business {HB} Zoning District in Mattituck. SEQRA Classification: } Type I } Type 11 (X} Unlisted Contact Person: Mara Cerezo, Planner (631} 765-1938 Enclosures: 0 Site Plan Application Form 0 Site Plan 0 Full EAF 2 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 76 -1938 w-ww.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Albert J. Krupski Jr., Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Benjamin Johnson, Town Attorney From: Mara Cerezo, Planner &AAA Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: HB - Hamlet Business The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,000 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. Laserfiche: Planning, Applicat ons, Site Plans, Pending, SCTM##1000-114.-12-3.1 OFFICE LOCATION: ]MAILING ADDRESS: Town Mall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) . Southold, NY c Telephone: 631 765-1938 w ww.s outhol.dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Plannervk� 4A Date: April 10, 2026 Re: Proposed Site Plan for Handy Pantry Multifamily Building Application Name: Handy Pantry Multifamily Building Tax Map Number: 1000-114.-12-3.1 Location: 150 New Suffolk Avenue, Mattituck Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 2/27/2026 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,000 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck. Thank you for your time and cooperation. OFFICE LOCATION: �QF SO(/ly MAILING ADDRESS: Town Hall Annex ��� Ol0 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 April 7, 2026 Mr. Bryan Kuefner, AIA JM2 Architecture D.P.C. 2410 North Ocean Ave., Suite 300 Farmingville, NY 11738 Re: SEQRA Classification & Set Hearing Proposed Site Plan for Handy Pantry Multifamily Building 150 New Suffolk Avenue, Mattituck SCTM#1000-114.-12-3.1 Zoning District: Hamlet Business (HB) Dear Mr. Kuefner: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 6, 2026: WHEREAS, this amended site plan application proposes the construction of a two-story, 10-unit multifamily building on the previously undeveloped rear portion of a 2.11-acre parcel containing an existing ±9,600 sq. ft. commercial multi-tenant building in the Hamlet Business (HB) Zoning District in Mattituck; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted action as it does not meet the criteria for a Type I or Type II action; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, July 13, 2026 at 5:03 p.m. for a Public Hearing regarding the Site Plan entitled "Proposed Multi-Family" prepared by John Lee Mahler, Registered Architect, dated September 10, 2025 and last revised February 27, 2026. Handy Pantry Multifamily Building April 7. 2026 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. Please return the Affidavit of Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, July 10, 2026. 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. Respectfully, James H. Rich III Chairman Encls. p LO Submission Without a Cover Letter rFIEB 2 7 2026] OUTHOLD TOWN AfaiilNG 80AR0 Name: Project Title: SCTM#: 1000 - i D ate: 1 Z I r7 Details of Submission: OWOutlook RE: Handy Pantry Multi-Family Building From Cenezo, Mara <marac@southoldtownny.gov> Date Thu 10/50/20254:34PM To Bryan Kuefncr,Ak4 <bryan@jm2archhectune.orm> 1 1 attachment(227 KB) Handy Pantry Multi-Family Building [omp|eteness.pdt Hi Bryan, Attached is a staff report that I'll be reviewing with the Planning Board at their work session on Monday 11/3/25. You will receive meeting information in a separate erna||from ouradrnin team,feel free to attend via Zoom. The application looks really good overall,there are a few items missing on the landscaping plan and lighting plan. Those things are noted inthe attached staff report, and I'm available to answer any questions. | arn out ofoffice tomorrow(2O/3I/25), but will be back onMonday. After K4onday'smeeting, you'll get a formal letter outlining what items need to be corrected, and then we'll need seven hard copies for distribution. Have a wonderful weekend! All the best, Mara Mara Cenezm, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southo|d, NYl1971 Pjone: 63I-7G5-l938 Email-, MaraC@southo|dtovvnnygov Fmmmn: Cerezo, Mara Sent: Wednesday, October 29, 2O253:55PyN To: 'Bryan Kuefner,A|A'<bryan@'m2architecture.conm> Subject: RE: Handy Pantry Multi-Family Building | received them! I'll beintouch. OFFICE LOCATION: q so, MAILING ADDRESS: Town Hall Annex op P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Telephone: 631 765-1938 Southold, NY wvvw.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 0, 2025 Mr. Bryan Kuefner, AIA JM2 Architecture D.P.C. 2410 North Ocean Ave., Suite 300 Farmingville, NY 11738 Re: Notice of Incompleteness for Proposed Handy Pantry Multifamily Building Located at 150 New Suffolk Avenue, Mattituck SCTM##1000-114.-12-3.1 Zoning District: Hamlet Business (HB) Dear Mr. Kuefner: I am writing as a follow-up to the Work Session held on November 3, 2025 where the Planning Board found the above-referenced Site Plan Application as incomplete for review. Before the Planning Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Landscaping: a. Revise the landscaping plan to delineate all interior parking lot landscaping areas per §280-95, including dimensions and tree placement. i. Ensure perimeter landscaping along parking areas meets the required 1 tree per 40 linear feet standard. ii. Trees in the landscaped parking areas must be fast-growing, hardy species such as honey locust, pine, or oak, or existing trees if appropriately located. b. Provide a transition buffer along the eastern boundary abutting the R-80 zone in accordance with §280-94(C). The buffer must include, at a minimum, a double row of six-foot tali evergreen trees spaced 10 feet on center to effectively screen activity on the lot from the neighboring residential area. c. Update the planting schedule to prioritize native and drought-tolerant species. Handy Pantry Multifamily Building Page 12 November 6, 2025 2. Exterior Lighting: a. Clarify all fixture types and mounting configurations, including the distinction between fixtures P2 and P3. i. Confirm the color temperature (Kelvin rating) for each proposed fixture. b. Indicate mounting heights and pole/foundation details. c. Indicate hours of operation and proposed control methods (timers, motion sensors, etc.). d. Provide total lumens for the 2.11-acre site and demonstrate compliance with the maximum allowed (52,750 lumens), taking into consideration existing exterior lighting. e. Correct the plan to ensure maximum footcandle levels do not exceed 5.0 at any lit surface. 3. Submit seven (7) paper copies of the revised plans, ensuring that the latest revision date is clearly shown on all sheets. If you have any questions regarding this application or its process, please do not hesitate to call this office at (631) 765-1938. Respectfully, M&&V ct�tw Mara Cerezo C9�q Planner S vbAf 5 , Pr Submission Without a Cover Letter DI-R-1 1 �R-ff 0 WIN[0 OCT G 9 '2025 SOUTHOLDTQWN PLANNING BOARD Name: v- AIN Project Title: PIT / '•.�U� _���� �� SCTM#: 1000 - Date: l Details of Submission: N,kj LA)F3 SID1�U 10 unl,+ YI)ifi ,7 .'u l V A YU (5 LC4- 5)r',Le-, OC Cc,kol �y�t�A VzIlia 4 4-5cly,—1� � �`J SOUTHOLD PLANNING DEPARTMENT SITE PLAN APPLICATION REQUIREMENTS SUM'MARY The following is a summary of the items typically required for a complete site plan application (See the Site Plan Application Guide for further information & relevant Town Code sections): :.. Site Plan Application Form 71 Fee. Check payable to Town of Southold(see Town Code §280-138 for fee schedule) u Notice of Disapproval from Building Department Applicant's Affidavit ! Agent Authorization Letter LW RP Consistency Assessment Form(five pages) ._1 Full. Environmental Assessment Form (:SAP- Part One--digital filla:ble forms available online at the YSD.FC website) (Short Form EAF may be sufficient--this is determined at the pre-submission conference in Planning) Proof ofLot Recognition pursuant to Town Code 2 0-9 .Lot Recognition. Survey Prepared by Licensed. Surveyor or Civil Engineer (Four copies) Existing site condition.s(can be part of Survey required above), including buildings,pavement, drainage strictures, utilities and the following natural features: o Topography o Wetlands, water bodies o Woodlands o Dunes, beaches, etc. o Trees>/= " dbh o Slopes 20% or greater o Flood hazard areas o Cultural &,historic features within. 500' of property boundaries Site Development Plan ( Circe copies) o Proposed buildings, parking, curbs, sidewalks, driveways, signs, other improvements o Location., name & width rights-of-way within. 500' of property lines o Location and use of all buildings and structures, including curb cuts, within.200' of the property boundary. o Show all easements and required setbacks on the plan o Describe all covenants or restrictions and/or easements on the property o Key map of location & owners of all properties within 500' ::1 grading and Drainage Flan.with Calculations (if not included in site plan) Landscape Plan (if not included in site plan) Lighting Plan. (see "guidelines for Good Exterior Lighting Plans") Floor plans Building Elevations &, other Architectural Review Materials as necessary- see the Architectural Review Committee Checklist, Site Plana Application Requirements S'urnatnaiy 1012112013 SOUTHOLD PLANNING BOARD mm(i�M 0 W F-C�l 162"A' SITE PLAN APPLICATION FORM n!CT 0 E 9 2075 OCT 0 9 2025 0 T SOUTHOLD TMN ite 1 . a � c�t N Site Plan Name: 150 New Suffolk Avenue Application Dates ..........mm . ....................... Suffolk County Tax Map #1000- 114 - 12 3.1 Other SCTM #s Street Address: 150 New Suffolk Avenue Hamlet: Mattituck Distance to nearest intersection Corner of New Suffolk Ave. and Main Road Type of Site Plan: x New Amended Residential Zoning District HB H ers ent Contact ct nfor Kati Please list name, mar mailitw address, numli� lj)r the below.- Property Owner Handy Pantry Stares, INC Street 183 Smithtown Blvd.. City Nesconset State NY ""p 11767 i Home Telephone 531-361-9440 Other handypantry hotmail.com Applicant Nickolas Mirando Street 183 Smithtown Blvd., " y Nesconset "State-NY ip 11767 Home Telephone 531-813-5152 Other, nbmirande mail.com Applicant's Agent or Representative: Contact Person s * Bryan Kuefner, JM2 Architecture, IDPC Street 2410 N rth Ocean n Ave., Suite 300 Farmin ville 11738 NY City, State, �Yp�����. Office Telephone 831-536-+0939 Other bryan�►jm2architecture.com p ........... � . *Unless otherwise re. * u.ested, correspondence will be sent only to the contact person noted here. ,site Plan Application Forin 21/1812 010 Site PaAa Z, Proposed construct-Ion type: x New Modification of Existing Structure Agricultural Charige of use Property total acreage ors uare footage- 2.02 Site Plan build-out acreage or square footage,- 0.87 ac./s9­.-*., .........................Is there an existing or proposed Sale of Development Rights on the property? Yes No x If yes, explain:,---— ---_------------ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y x 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. I ­___ ......... 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,," Commercial Multi Tenant Building (Convenience Store, Barber, Laundromat), Vacant Commercial Multi Tenant Building (Convenience Store, Barber, Laundromat), List all proposed property uses,Multi-Residential Building Other accessory uses:. Existing lot coverage: , 11 % Proposed lot coverage: 18.19 % Gross floor area of existing structure(s): 10,031 sq. ft. Gross floor area of pro posed structure(s): 21,155 56 of proposed spaces. 81 Loading Berth- Yes Na x Park"Hig Spac Data: of exist e i,n(,g s p ac es,.-, ..................... 'Landstaping,Details* Existincr landscape coverage,� 44.67 % Proposed lands,cape coverage: 26.11 % Wetlands: Is this pro petty within 500' of a wetland area? Yes x No ................ L the undersigned, certify that all the above information is true. Signature of Preparer: Date: 9.11.25 .................................................................... .......... 2 Site PlanApp lip ation Fonn A2.0"I FORM NO. 3 'RRE TOWN OF SOUTH LLD OCT 0 9 7075 BUILDING DEPARTMENT SOUTHOLD,N.Y. � NOTICE OF DISAPPROVAL DATE: September 5,2025 TO: Handy Pantry Stores Inc 183 Smithtown Blvd Nesconset,NY, 11767 Please tape notice that your application dated July 17,2025: For permit to: to col Str 1ct a.t o-,Stdr n1tiltiple e l ,. inc de,5 l e li pit r.,a 5 acces,sa°! a ajji,,i,ents at: Location of property: 150 New SI"m 1mmol� . �A � , , ��.aiIj,c �, County Tax Map No. 1+000--Section 114 Block 12 Lot 3.1 Is returned herewith and disapproved on the following grounds, art � t A ticle Section n 2 , A 11 � ( s d 1 re tyre r4 to � � r w�a f°o t e Southold"l"own l la Board. You may now apply to the Planning Beard directly. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board APPLICANT'S AFFTDAVIT APPLICANT'S AFFIDAVIT STATE OF N-EW YOIi.K. COUNTY OF SUFFOLK. r ' being duly sworn,deposes and says that he resides at 1 1 7 ia ffl MV in the ............. gL State of New York,and that he is the owner of property located at rs , S t�T"1VI## 101"101 !; - • ,or that he is the 11 w e , h of the (Title) (Specify A or Corp.)ether Pa ���nr���h�. and said Corporation is the owrnner of the above property,which is hereby malting 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 infiinges upon any duly filed plan which has not been abandoned bath as to lets and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Flans and will comply with same;that the plans submitted, as approved,will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the planning ward. Sip.ed o er S ed_6 f Yv (Partnii or Corporate Officer and Title) Sworn to me this O Pu ASHLE"Y NICOLE KELLAHEP Notary Public-State of New York NO.01 KE0017737 Qualified in Suffolk County My Commission Expires Dec 04,2027 1� , rl a., 2025 Town of Southold Planning Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Re: 12250 Main Road, Mattituck k be Rv,qs, owner(s)of the property identified as SCTM# 1000 - 114-'l 2-3.1 in Mattituck, NY, hereby authorize JM2 Architecture, D.P.C. to act as my agent and handle all necessary work involved with the subdivision/site plan application process for this property,wrtyw, the Southold Planning Board. (f Signature: Sworn before me this day ofen-' 20_X, Notary Stamp] KELLAki-tER, X"'if HILY NX'*'OLE NO w KE00 17 737 ir,-,PS e Dc I 04 2 0 9 Southold Planm*ng,'D wart m I..: nt No Applicant Transactional Disclosure Form The Town of outhold'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 tale whatever action is necessary to avoid same. Your Name: " IN_V�� , sn � 1al 'ti 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 ether 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 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 stack 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: VYN Submitted this day of',',,.- signatur20 ' µ rV V—I I Print Name Disclosure,Farm ASHLEY NICOLE KELLAHER Notary Public-Mate of New York NO.01 KE0017737 Qualified in Suffolk County my Commission Expires Dec 04,2027 N Diu Town of Southold a 10 LWRP CON'S'ISTE�,N"CY'ASS,'ES,SMEN'T'FORMOCT 0 9 SOUTHOLD, A. INSTRUCTIONSPLANNIIIN!G,BOARD 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 inchfding Building Permits and other ministerial permits mits not located within the Coastal.Erosion Hazzard Area. 24 :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 prowsed action, will be eva.uated, as o its............ s ��cunt. e e e leas ti e coastal rea which i.ncl de allSo f d Tawn, 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,.eath answer oust explained in tail lis,ting blath supportiln,g and non- supporting fa cts. If an action cannot be certified as consistent with the LVvRP policy standards and conditions, alp, notbe undei-takcen,. A.copy of the LWRP is available in the following places: online at the Town of Southold's websit{e (southoldtown.northfor ..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 SCTM# 114 12 3.1 PROJECT NAME 150 New Suffolk Avenue The Application has been submitted to(check appropriate response): Town Board Planning Board 2 Building Dept. � Board of Trustees 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, lean, subsidy) (c) Permit, approval, license, certification: Nature and extent of action; NEW TWO STORY 10 UNIT MULTI-FAMILY BUILDING ON UNDEVELOPED REAR OF EXISTING COMMERCIAL LOT. SITE IMPROVEMENTS ASSOCIATED WITH NEW BUILDING INCLUDING PAVING, DRAINAGE, LANDSCAPING, LIGHTING. Location of action. 150 New Suffolk Avenue, Mattituck, NY Site acreage: 2.02 Present land use: Commercial (Front)/Undeveloped (Rear) Present zoning classification: Hamlet Bus'iness)... 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-.,,,,,Nickolas Mirando (b) Mailing address: 183 Smithtown Blvd., Nesconset, NY (c) Telephone number: Area Code �000631- 813 - 6152 (d) Application number, if any,-",,----Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No E If yes, which state or federal agency?' _ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and I -, minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. [:]Yes No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes 0 No [i]l Not Applicable ............... Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria El Yes [:] No , :Not Applicable The project will replace existing deteriorated retaining wall as well as undeveloped overgrown area with a new structure with materials chosen to compliment the surroundin.g ar o ert A portion of the exi,st.ing trees and landscap unlit of the site. Site is in a location that will not effect open spaces,. Steps,will be taken to ensure any,new li-1 Ming on site will minimize impact to surrounding area. Project w"'111 not impact any surroung water surfaces. ....... 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 1H—Policies Pages 8 through 16 for evaluation criteria Yes No 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 1:1 No Not A ti,.cable Wastewater discharge willi beseni�t��rouqh new IA sanitary system that will help to filter out nitrogen disch,arge,from ...........wprior ­' —a,s e w a t e r �-t o i t 7`'--"-t-,F e,g r o uYn d ............................................................................... ......—- ----- 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 III— Policies-, Pages 22 through 32 for evaluation criteria. Yes [:1 No Not Applicable nnnn Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LW RP Section III Policies Pages 32 through 34 for evaluation criteria. Yes No x 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. E Yes No Not Applicable Solid waste will be collected in on site dumps rs. Durn ster collection will be or anized to prevent overfillin . !" " ct will not create any toxic pollutants., 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 LWIIP Section III— Policies; Pages 38 through 46 for evaluation criteria. x li Yes No[ Not Applicable le pP Attach additional sheets if necessary WORKING COAST POLICIES A IN Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in a, suitable locations. See LWRI? Section III—Policies; Pages 47 through 56 for evaluation criteria, LJ Yes No X Not Applicable ............... ....... 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 X Not Applicable 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. Yes No X 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 x Not Applicable .......... PREPARED By Bryan Kuefner TITLE Owners Agent DATE 9.11-25 Aniended on 8111105 Full Environmental Assessment Form Part 1 -Project and satin, �O C T 0 9 210121 Instructions for Completing Fart 1 SOUTHOLD TOWN PLANNING Part I 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 Fart 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 sponsor;and,when passible,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 i "Yes",complete the,sub-questions that follow. If the answer to the initial question is'No",proceed to the next question. Section P 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 I is accurate and.complete. A.Project and.Applicant/Sponsor Informtation. Name of Action or Project: 150 New Suffolk Avenue Project Location(describe,and attach a,general location map): 150 New Suffolk Avenue. SE corner of Main Road and New Suffolk Ave. Brief Description of Proposed Action(include purpose or need.): NEWT O STORY 10 UNIT MULTI-FAMILY BUILDING CAN UNDEVELOPED REAR.OF EXISTING COMMERCIAL LOT. SITE IMPROVEMENTS ASSOCIATED WITH NEW BUILDING INCLUDING PAVING, DRAINAGE, LANDSCAPING, LIGHTING. Name of Applicant/Sponsor: Telephone:631-635-0939 Bryan Kuefner E-Mail: bryanjm2architecture.com .Address:2410 North Ocean Ave.,,Suite 300 City/PO.Farmin9 ville State:NY Zip Code:11738 Project Contact(if not same as sponsor;give name and title/role): Telephone: Same as Sponsor E-Mail: Address City/PO: States Zip Code: Property Owner (if not same as sponsor): Telephone: 531-813-6152 Handy Pantry Stores INC,Nickolas Mirando E-Mail: nbmirando@gmail.com .Address: 183 Smithtown Blvd. city/10. State: NY Zip Code:117fi7 Nes+conset Page 1 of 1 FEAF 2019 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) ........... Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Council,Town Board, E]Yes[:]No or Vilitage Board of Trustees September 2025 b. City,Town or Village [:]YesrINo Planning Board PlannIng Board or Commission c. City,Town or E]YesONo 41 V_1% Villa,ge,Zonin,,g, Board of ApP ealss, d. Other local agencies E3YesZNo e. County agencies 6?]YesC1No Suffolk County Department of Health Services- July 2025 Office of Wastewater Management f. Regional agencies [3Yes0No g. State agencies rlYesONo h.Federal agencies []YesoNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? E]Yes ONo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? M YesONo iii. Is the project site within a Coastal Erosion Hazard Area? El YesONo C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the E:]YesONo only approval(s)which must be granted to enable the proposed action to proceed? 0 If Yes,complete sections C,F and G. 10 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 MYes,O'No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action FlYesOlNo would be located? b. Is the site of the proposed action within any local or regional special planning district(for example: Greenway; MYesEZ]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 partial ty within an area listed in an adopted municipal open space plan, rlYesONo 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. rI YesrINo If Yes,what is the zoning classification(s) including any applicable overlay district? Hamlet Business b. Is the use permitted or allowed by a special or conditional use permit? OYesr1No c,Is a zoning change requested as part of the proposed action? E]YesONo If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a In what school district is the project site located?Mattituck-Cutchogue UFSD b.What police or other public protection forces serve the project site? Town of Southold c.Which fire protection and emergency medical services serve the project site? Mattituck d. What parks serve the project site? ............. .................7-- ................ D.Project Details D.l.Proposed and Potential Development a. W I hat is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? Residential and Commercial b. a.Total acreage of the site of the proposed action? acres 1b.Total acreage to be physically disturbed? 0.87, acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2,02, acres sO N c.Is the proposed action an expansion of an existing project or use? [:1 Yc o i, If Yes,what is the approximate percentage of the proposed expansion and identify the units(eg.,acres,miles,housing units, square feet)? % Units,:,.- d. Is the proposed action a subdivision,or does it include a subdivision? [:]Yes O o If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? MYes E]No iii. Number of lots proposed? I iv. inimum and maximum proposed lot sizes'? Minimum Maximum rhomowqq .......... e.Will the proposed action be constructed in multiple phases? OYesVJNo, i. If No,anticipated period of construction: 8-12, months ii. If Yes.. Total number of phases anticipated month year Anticipated commencement date of phase I (including demolition) n Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may deten-nine timing or duration of future phases: .....------ Page 3 of13 1-111,f. D 11 oes the project include new residential uses? OYes[:]No If' es, show numbers of units proposed. One Family Two Family Three Fa MuItipte,Farnil four or more Initial Phase 10 At completion 10 of all phases.Does the proposed action include new non-residential construction(including expansions)? 0 Y es, No If" es, i.Total number of structures ii. Dimensions in feet)of largest proposed structure-. height; width; and length iii. Approximate extent of building space to be heated or cooled- square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any 0Yes0No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: ii. If a water impoundment,the principal source of the water; Gro ti�d water St�fac e water streams [:]Other specify: ................................. ........ iii. If other than waterl identify the type of impoundedJcontained liquids and their source. ------- ---- iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres 12. Dimensions of the proposed dam or impounding structure.- height* length vi. Construction method/materials for the proposed dam or impounding structure(e.g., earth fill,rock,wood,concrete)- D.2. Project Operations a. Does the proposed action include any excavation,mining,or dredging, during construction,operations,or both? []'Yes Z,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? Volume(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,manage or dispose of them. ri N o iv. WTII there be onsite dewatering or processing of excavated materials'? ri If yes,describe. ................................... ...... ............. 11. What is the total area to be dredged or excavated? acres I= ................................... 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? F]Yes[]No 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 []YesZN"o into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: L Identify the wetland or waterbody which would be affected(by name,water index number,wetland rnap number or geographic description): ............................. ............. ......-—... Page 4 of 13 Describe how the proposed action would affect that waterbody or wetland,e.g. excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: ...... ......... m F1 Yes E]No iii.Will the proposed action cause or result in disturbance to botto sediments? If Yes,describe: C]YesE]No iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? If Yes: • acres of aquatic vegetation proposed to be removed: 0 expected acreage of aquatic vegetation remaining after project -------- 0 purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): .......................... 0 proposed method of plant removal-. ....................................................... 0 if chemic a[/herb icide treatment will be used,specify prodLICt(S): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? OYes O o If Yes: i, Total anticipated water usage/demand per day:, 5,000 gallons/day ii. Will the proposed action obtain water from an existing public water supply? W]Yes ONo If Yes: Name of district or service area: Suffolk County Water Authority • Does the existing public water supply have capacity to serve the proposal? W]Yesrl No Is the project site in the existing district? 0 YesF1 No 0 Is expansion of the district needed'? ©YesO No 0 Do existing lines serve the project site? 0 YesF1 No iii. Will line extension within an existing district be necessary to supply the project? FlYes WNW, If Yes: Describe extensions or capacity expansions proposed to serve this project: Source(s)of supply for the district: iv Is a new water supply district or service area proposed to be-formed to serve the project site? 0 Yesg]No tf, Yes: Applicant/sponsor for new district: • Date application submitted or anticipated: ...................................... 0 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: vi.if water supply will be from wells(public or private),what is the maximum pumping capacity- gallons/minute. d. Will the proposed action generate liquid wastes? O Yes[]No If Yes: i. Total anticipated liquid waste generation per day: 2,700 gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial; if combination,describe all components and approximate volumes or proportions of each), Sanitary Wastewater__ ................ ............. iii. Will the proposed action use any existing public wastewater treatment facilities? FlYesoNo If Yes: 10 Name of wastewater treatment plant to be used: Name of district: Does the existing wastewater treatment plant have capacity to serve the project? E]Yes[:]No Is the project site in the existing district? M Yes E]No 0 Is expansion of the district needed? ElyesoNo Page 5 of 13 • Do existing sewer lines serve the project site rIYes[']No Will a line extension within an existing district be necessary to serve the project'? [']Yes[:]No If Yes.. Describe extensions or capacity expansions proposed to serve this project: iv. Will anew wastewater(sewage)treatment district be formed to serve the project site.? ©,Yes©moo If Yes: Applicant/sponsor for new district: --—------------- Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans)- g New I/A OVVTS Sanita stems vril6 be installed to cc lle+ct and filter wastewater before belie sent to sub grqqe leachin structures Vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e. Will the proposed action disturb more than.one acre and create stormwater runoff,either from new point []YesoNo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of ston-nwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. ....................... ........................................................................... Where ........................................................................................................................................... ........... ........... —­"—"""'_"__iii. will the stormwater runoff be directed(i.e. on-site stormwater management facility/structures, adjacent properties., groundwater,on-site surface water or off-site surface waters)? ................. ................. 11,11,11,111,111,111,'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I"ll""I'll""I'll",- Way mm nmm 0 I.f�to surface waters,identify receiving water bodies or wetlands: ................................................................................................................ ................... 01 Will store-iwater runoff flow to adjacent properties? E]Yes[-']No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? [I Yes[]No ROO f Does the propose m 3Yes 0No d action include,or will it use on-site,one or ore sources of air emissions, including fuel E 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 constructionnnn(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, D'Y esoNo 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(CO-,)) 0 Tons/year(short tons)of Nitrous Oxide(N�O) 10 Tonst ear, I �y (short tons)of Perfluorocarbons(PFCs) F ins/year(short tons)of Sulfur Hexafluoride(SF6) Tons/Year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) 11.1"I"o'ns/11year,(short tons)of Hazardous Air Polltita.Tits(HAPs) Page 6 of 13 �-h. Will.the proposed action generate or emit methane(including,but not limited to, sewage treatment plants, MYes� To landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii. Describe any methane capture,control or elimination measu res w u includ__ ed in project design(e.g., combustion to generate heat or electricity,flaring): ......................... .................... i. Will the proposed action result in the release of air pollutants from open-air operations or processes,such as []YesoNo 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 FlYesPlNo new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): [:1 Morning Evening OWeekend F1 Randomly between hours of­­ to 11.1 ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed.. Net increase/decrease iv. Does the proposed action include any shared use parking? �YesMNo v. If the proposed action includes any modification of existing roads, creation of new roads or change in existing access,describe: ................---- - ------------ Sri. .Are public/private transportation service(s)or facilities available within 1/2mile of the proposed site? FlYesn No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric []YesnNo or other alternative fueled vehicles? vier. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing nYes[:]No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)g r1Yesenerate new or additional demandR]No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: .... ...... ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or o th er) .............. rJYesn No iii. Will the proposed action require a new,or an upgrade,to an existing substation? 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: Monday-Friday: 8am-5pm 0 Monday-Friday: Saturday.' Sam-5-pm Saturday: Sunday: Sunday:,_ 0 Holidays: Holidays: Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction,, El Yes Olio 0 operation,or both? If Yes: i. Provide details including sources,time of day and duration: ........................................................................................................................................................................... 0—Yes[]No........... ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? Describe: n.Will the proposed action have outdoor lighting? Yes rINo If Yes: i. Describe sources),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures': Pariking lot l' rvrvrvrvrvrvrvrvrvrvu e Ight on the J.ght'J'Ma� P I � by fighting will be used.All fixtures will be dark%,ky CoInInliant and will be screened as needed to F(5-p—e ................ rty ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Describe:Some existi,q_yees on ite will be removed for new building and paved areas. o. Does the proposed action have the potential to produce odors for more than one hour per day.? 0 Yes 0 No If Yes,describe possible sources,potential frequency and duration of odor emissions, and proximity to nearest occupied structures: -—---- .......... p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) El YesO,'N'o or chemical products 185 gallons in above ground storage or any amount in underground storage: If Yes: i. Product(s)to be stored ii. Volu-me(s) per unit time. ) .... (e.g., month, year iii. Generally,describe the proposed storage facilities. '­­­ ........... q....Will the proposed action(commercial, industrial and recreational projects only)use pesticides(i.e.,herbicides, 0 Yes ONo insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): --—--------- ............. ........................... ................ 0 Yes E]No ii. Will the pro2os,ed action use pled,:,.,Pest M14n� ement"Practices? r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal Yes ONo of solid waste(excluding hazardous materials)? If Yes: L Describe any solid waste(s)to be generated during construction or operation of the facility.�� Construction: tons per (unit of time.) Operation tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: Construction.- ........... Operation: ............... W. Proposed disposal methods/facilities for solid waste generated on-site,: Construction: 0 Operation: Page 8 of 13 ............... D-oej. the proposed action include construction or modification of a solid waste management facility? Yes ja No If Yes: i. Type of trianagement 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..........................-a n—ticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment, storage,or disposal of hazardous "des oNo waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: .................................... .............. ......................... ...................................... ii. Generally describe processes or activities involving hazardous wastes or constituents: ................ ... ......... ....iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents, ................................. 0 V. III any hazardous wastes be disry posed at an existing offsite hazardous waste facility? des 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. Urban B industrial Commercial Residential(suburban) El Rural(non-farm) [I Forest El Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: Commercial main road with surround-inn residential ...... ...... .......... b. Land uses and covertypes on the project site. Land use or Current Acreage After Change Cova rtype Acreage, Proect Conipletio'll (Acres. +/-) Roads,buildings,and other paved or impervious 1.17 1.49 +0.32 surfaces • Forested 0 0 0 Meadows,grasslands or brushlands(non- .79 16 -0.63 agricultural,iticlit,ding,'abandoned agriUdtltiral) Agricultural 0 0 0 (Includes active orclialrds,field,Ltreetihotise etc.) 0 Surface water features 0 0 0 (laka,'pends,streams,rivers,etc,) ....... ............ • Wetlands(freshwater or tidal) 0 0 0 Non-vegetated(bare rock,earth or fill) 0 0 0 • Other Describe:Landscaping 0.06 .37 +0.31 Page 9 of 13 c.Is the project site presently used by members of the community for public recreation? E]Yes; No, i. If Yes.- explain: ......... d.Are there any facilities serving children,the elderly, people with disabilities(e.g.,schools,hospitals,licensed Z esM o day care centers,or group homes)within 1500 feet of the project site? If Yes,, i. Identify Facilities: Our Lady of Good Counsel Church,Mattituck-Cutchoque JR SR High School, e.Does the project site contain an existing dam? '[:]Y esW]No If Yes: i. Dimensions of the dam and impoundment: • Dam height: ....... feet • Dam length: feet Surface area: acres • Volume impounded: ................................................. gallons OR acre-feet ii. Darn's existing hazard classification: ........ ........ N. Provide date and summarize results of last inspection: ............... f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, 0 YesWJ 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: El Yes© No i. Has the facility been formally closed? 0 If yes, cite sources/documentation.- ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities,, g. Have hazardous wastes been generated,treated and/or disposed of at the site, or does the project site adjoin E]Yesg]l' o 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 history. Has there been a reported spill at the proposed project site,or have any OYes o No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site MYesnNo Remediation database"? Check all that apply: El Yes-Spills Incidents database Provide DEC ID number(s): © Yes-Environmental Site Remediation database Provide DEC ID number(s): ........... Q Neither database ii. If site has been subject of RCRA corrective activities,describe control rneaKires.' es 0 No Y W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database'? El If yes,provide DEC ID numbers ; iv. If yes to(i),(ii.)or(iii)above,describe current status of site(s),- Page 10 of 13 e. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district El YesO No . 9 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 historic/archaeological resource.- El Archaeological Site E]Historic Building or District ii. Name: ii. :Brief Brief description of attributes on which listing is based: f Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for rI Yes oNo archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g. Have additional archaeological or historic site(s)or resources been identified on the project site? [:]Yes oNo If Yes: i. Describe possible resources : --- ii. Basis for identification.- h. Is the project site within fives miles of any officially designated and publicly accessible federal, state,or local E]Yes E]No scenic or aesthetic resource? If Yes: i. Identify resource: State Park ii. Nature of,or basis for,designation{e.g.,established highway overlook,state or local park, state historic trail or scenic byway, etc.):Hallock State Park ............. ................. iii. Distance between project and resource-, 3 miles. i. I I s"I'll the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers Yeso No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? [:]Yes[:]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 information provided is true to the best of my knowledge. Applicant/Sponsor Name Bryan Kuefner Date, 9.11.25 ........................ o gnature Title Owners Agent I PRINT FORM Page 13 of 13 PrAxzvuvG BOARD AlEMBExs pC G� Town Hall,53095 Main Road RICHARD G.WARD ��` '�� P.O.BOX 1179 Chairman GEOTtGE RITCHIE LATHAM,JR. � Southold,New York 119'71 BENNETT URLOWSKI,JR. Fax(5�6)765-3136 WII.LI.AM J.CREMERS �' 0'�• Telephone(516) 765-1938 KENNETH L.EDW.ArtDS ��j � `�►`b PLANNING BOARD OFFICE TOWN OF S4UTHOLD January 14, 1997 Steven Stocken Handy Pantry 183 Smithtown Blvd. Nesconset, NY 11767 Re; Site plan for Handy Pantry, Main Rd,, Matf(tuck SCTM# 1000-114-12-3.1 Dear Mr. Stackers: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, January 13, 1997-61 BE IT RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final plans dated May 19, 1992. Conditional final approval was granted on February 24, 1992d All conditions have been fulfilled,. Enclosed please find a copy of the plan which was endorsed by the Chairman. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Thomas Fisher, Sr. Building Inspector To wn of Southold 8/9/2023 P'0'BOX 1179 53095 Male Rd � New York 11971 � Y Southold, CERTIFICATE OF OCCUPANCY No: 44400 :Date: 8/5/2023 +µ TIRS CERTIFIES that the building COMMERCIAL Location of Property: 1501" ew Suffolk Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 114.-12-3.1 Subdivision: riled Map No. Lot No. conforms substantially t0 the Application for Building Permit heretofore filed in this office dated 8/16/2018 pursuant to which Building Permit No. 49134 dated 4/18/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: rat,lon to exist ercal snace fbarber .0 I.Tas gglied,for. N The certificate is issued to Handy Pantry Stores Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELEC CERTIFICATE NOO PLUMBERS CERTIFICATION DATED 5/3 0/2023 XlaelT te, S �'� ���� ��� �� MAILING ADDRESS OFFICE LOCATION: �»�, "��� ,; °�� , 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 � ��� �� �� southoldtownny.gov www. f ` , y w Jcv m PLANNING BOARD OFFICE TOWN OF S OUTHOL D MEMORANDUM To: Accounting From: Planning Department Date: October 9, 2925 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. App Iicant/P'ro1`ect Name & T Yp e Tax Map # Amount Check Date/No. Hand Pant Multi-Family Building 1019I2025 Y Pantry y 9 � 114.-�12--3.1 �1302.40 Site Plan #2399 C B'W Aft. Presubmission Materials r M P k-,- D FORM NO. 3 D TOWN OF SOUTHOLD SE1 0 6 7.025 `1 BUILDING DEPARTMENT SOUTHOLD TOWN N, E Pt A,,,t 4 1,4 1 N"G,5 0 A,R 0]�� OUT OLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 5, 2025 TO: Handy Pantry Stores Inc 183 Smithtown Blvd Nesconset,NY, 11767 Please take notice that your application dated July 17,2025: For permit to: 'to construct a two-sloe le dwellin nclude ,5 dwellt'116 it-' ,and 5'y UjIl accessory'Vtj arse tit.Lgt,: Location of property: 150 New Sy,1T6tk ,AvetijUe, M"att*1tuck,.,1'NY County Tax Map No. 1000—Section.1 14 Block 12 Lot 3.1 Is returned herewith and disapproved on the following grounds: Pursuatif toAttick-N., ectipti 28,Q A the s,site plwi a t-ovalfronil"I'lie Southold Town, Plann,'i,n,&Board. You may now apply to the Planning Board directly. ire 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,, Planning Board Is,120f P'' FOR INTERNAL USE L /"'1, i � L7� � E USE ETE MII ATIO SITE PIAAUG � 21025 SOUTHO�G L TOE initial Determination LANK "RD Date Sere. Date �. Project Name .,. mmmm � aft Project Address: 5 a «, ............ Zoning District Suffolk County Tay p No.: 1000 ' .. _ C, 014) LP; o Aw- R y m, . ,v u use or uses should Permit Application and suppor�tIng documentation as to proposed Mote. dopy of Building Penn pp besubmitted.) ........... �;� whether use i s permitted, Initial Determination a to .. �»r. �rvrvrvrvry site Ian is required Initial Determination as to whetherP ,... ...........,........�R� �,m �� ... JAa .....m. Signature ol uslding Inspecto Planning D e p a r-t r e n t (P.D.) R efe rra l"- n It , m Date o1� Comrnent. P.D. Date Received-�ved Comments',-,. 07 rvrvrvry ................. s r .. mimmnmmm�kmcmx .�'r ... 4 � � w � m ice. RNip Sign t;u're of Planning Dept. t Reviewer Final Det rrminati n Date: mm Decision Signature of Building Inspector HISTORIC SITE: 13250 MAIN ROAD BUILDING SURVEY OF LEGEND: — GREATER THAN 500' FROM SITE F PROPERTY am CATCH BASIN NS�Col,031 \NG SI TUA TE ® DRAIN GRATE I M ATTI TU CK, TOWN OF SOUTH OLD FIRE HYDRANT SUFFOLK COUNTY, NEW YORK LAMP POST TAX No. 1000-11400-1200-003001 SCALE 1"=30' OVERHEAD UTILITY WIRES MARCH 31, 2025 C70I UTILITY POLE AREA = 88,014 sq. ft. ® MANHOLE 2.021 ac. TREE SIGN ' WATER METER (In 4. J n WATER VALVE EM® ELEC. METER o GM® GAS METER - -�— UNDERGROUND GAS LINE UNDERGROUND WATER LINE UNDERGROUND TELEPHONE LINE r N 480.37 _ M ---� LK AVER _ -- NE -- V— ?0 as as—_ors C� OWN p _ _ x1 ars LK wy 6 OA4 ars ys M -'�'� o� �,C ors SID C jI ^ M —� 'M -- \� 3'BLOCK REiNN WALL °tis 41. LL x I e�If, OAS ars— RETAIN.WA t{rr�W�a� Ln N81 q, tears-0�— Cu 7BL ~i— I ow—ors—ors �,30 S\D 0.2'N '�� ® y ors GAS S ^ PARKING LOTS / / I F ASPHALT 0.4'N DRIVEWAY 1.3 P 1 I \ ®ASP g" / / ® / Tax Map Lot 4.1 N/O/F w ( o.s's 76' \ ® ® w/C e / of GREGG FISHER PARKING -A 4 A IITax Map i %Y / CI Lot 3.1 8 � _--__ -- ��� S0�3.4) GAT E B-cHIJsU NK "`� 1.T Z/ �p N CONC.SIDEWALKNo 11.7' w �ANsroRMER I 1_STORY < 5' gU1LDlNG N 242. Q O I i No, 122500 0 s 0 © of 41. f :� ( y' I SIGN 1 p I X' a�O F e N `J ®(0 'JNU m �—' 1 IN FEN Lei l i 9 W \ I I FENCE / CONC,SIDEWAY N Creek Land! ng° a Im I ING rn P ® I, ® LOT 4 ,Map of Plat of 02017 527'9 6' �a cil 1—� — ' 1 .2 AWN "tS ` Y SHED • . 7.0, ® GA 2 N / O 1 Filed Na 12062 / e I ® DRIJEWA ® w Map Lli HALT 0.2W w ONC.CUR > z W O ' -4.2%_ - �' / 4'N ® O , G J - 1B� 3 BLOCK WALL 0.3' f O E 41 1 I NC SIDEWAY 4S LLc AERIAL LAND SURVEYING, D.P.C. 0.1 S Lot 2 NIo�F °f NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE_ � Tax Map pROpERTIES SHIRLEY, NY 11967 READILY VISIBLE, TIONS,HEREON T CERTITIED. THE SUBSURFACE U71LITIES AND/OR STRUCTURES NOT � °'s'^—o,� z � � C ANGELINA READILY VISIBLE, ARE NOT CERTIFIED. THE Iv�+AY PHONE: 833-787-8393 . CONS CURB E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM 1 ® I WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE I „ DISTRICT:1000 LOT:003.001 BLOCK:12.00 SECTION:114.00 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A 029130 LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134. 1 ' Sg1MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW "Copies from the original of this survey map not marked with an original of the land surveyors Inked seal or his embossed seal shall not be FLOOD NOTE: By graphic plotting only, this property is in Zone „s) MAP OF: NOT ON A FILED SUBDIVISION MAP" considered a valid true copy.* •certification indicated hereon signify that this survey was prepared In accordance with the existing Code of Practice X of the Flood Insurance Rate Map,Community Panel No. for Land Surveys adopted by the New York State Association of 36103C0481 H Profeslonal Land Surveyors. Said certifications shall run only to the ,which bears an effective date of TITLE NO.: N/A person far whom the survey is prepared, and on his behalf to the title 09 25 2009 and is in a S ecial Flood Hazard Area. company, governmental agency and lending institution. Certifications are p (�� not transferable to additional Institutions or subsequent owners.' I I v MAP FILED DATE: N/A NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM COUNTY TAX MAP ID: 1000-11400-1200-003001 EXISTING ELEVATIONS ARE SHOWN THUS: X 0� SITUATED AT: MATTITUCK, TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: N/A PH J� LI r ILL. COPYRIGHT 2025 RALPH HEIL, a r NICKOLAS MIRANDO AERIAL LAND SURVEYING, D.P.C. ! Lw JOB NO.: 25-890 �•; V DATE: MARCH 31, 2025 "��� NOTE: NO WELLS WITHIN 150'OF THE GENERAL N OTE5 51 TE DATA Architect of Record: PROPERTY PLOT PLAN LEGEND TOWN OF SOUTHOLD REQUIREMENTS 5.C.T.M.#: 1000- 114- 12-3.1 JM2 DRAIN COVER PROPERTY ZONING: SOUTHOLD(HB-HAMLET BUSINESS) NOTE: FIRE HYDRANT ON OPPOSITE 51DE OF 20,000 SF REQUIRED PER BUILDING ON 51TE-2 BUILDINGS X 20,000 =40,000 REQUIRED USE: COMMERCIAL BUSINESS�MULTI FAMILY RESIDENTIAL MAIN ROAD APPROXIMATELY 100'NORTH OF SITE AREA: 88,043 5F(2.02 ACRES) ARCI T E C T U R E CPC THE CORNER OF THE PROPERTY O PER TOWN REQUIREMENTS UNITS MUST BE A MINIMUM OF 550 SF, ACCESSORY UNITS CANNOT EXCEED 850 SF. 50% BUILDING AREA: EXISTING COMMERCIAL BUILDING 10,031 SF MANHOLE COVER(SURFACE AND SUBSURFACE) MAX ALLOWABLE RATIO OF MAIN UNITS TO ACCESSORY UNITS. PROPOSED 5 MARKET RATE AND 5 WORKFORCE UNITS NEW MULTI FAMILY FIRST FLOOR 5,387 5F JM2 ARCHITECTURE, DPC NEW MULTI FAMILY SECOND FLOOR 5.137 SF 2410 NORTH OCEAN AVENUE UNIT 100- I BEDROOM- G30 SF(ACCESSORY APARTMENT) TOTAL AREA 21,155 SF SUITE 300 ADA PARKING SYMBOL UNIT 101 -3 BEDROOM- 1,498 SF OCCUPANCY CLA55: BUSINESS, MERCANTILE, R-2 RESIDENTIAL FARMINGVILLE, NY, 11738 UNIT 102-2 BEDROOM 1,155 SF CONSTRUCTION CLASS: EXISTING BUILDING- T 1631.320.3305 UNIT 103-3 BEDROOM 1,49G SF PROPOSED BUILDING PARKING SPACE COUNT UNIT 104- I BEDROOM- GG7 SF(ACCESSORY APARTMENT) DESCRIPTION OF WORK NEW TWO STORY 10 UNIT MULTI-FAMILY BUILDING ON UNDEVELOPED REAR UNIT 200-2 BEDROOM- 812 5F(ACCESSORY APARTMENT) OF EXISTING COMMERCIAL LOT. SITE IMPROVEMENTS ASSOCIATED WITH NEW TEST BORING LOCATION UNIT 201 -2 BEDROOM- 1,192 SF BUILDING INCLUDING PAVING, DRAINAGE, LANDSCAPING, LIGHTING, UNIT 202- I BEDROOM- 849 SF(ACCESSORY APARTMENT) UNIT 203 -2 BEDROOM- 1,139 5F NEW BUILDING WILL BE PROVIDED WITH SPRINKLERS THROUGHOUT Applicant: TRANSFORMER UNIT 204-2 BEDROOM- 750 SF(ACCESSORY APARTMENT) Nickolas Mirando T 183 Smithtown Blvd. KEYMAP Nesconset, NY 117G7 - - PROPERTY LINE G31-813-G 152 Can PARKING CALCULATIONS o �. F9C,a,_o�: �� p.$ �' jc arch' Owner: FIRE HYDRANT Handy Pantry Stores Inc 183 Smithtown Blvd. PARKING REQUIREMENTS '"°""'r'o�' Nesconset, NY 117G7 �' Wfa10h°1iaMd .. e"'�..� ,c..^t;m From Er;vr�.e CONVENIENCE STORE I SPACE PER 100 5F OF GROSS AREA 4,05G SF/ 100= 40,5G SPACES a `"°"+''` = G31-3G 1-9440 PROPOSED GONG CURB LAUNDROMAT .75 SPACES PER WASHING MACHINE 31 MACHINES X.75 = 23.25 SPACES 5 �61Aricltt® - v 4 ru��ufl5lkAre BARBERSHOP 2.5 SPACES PER SERVICE CHAIR 3 SERVICE CHAIRS X 2.5 = 7.5 SPACES Surveyor: EXISTING CONC CURB R i 5°" £ Aerial Land Surveying D.P.C. ----- MULTIPLE DWELLING Are i „°,�,,,°,k�• 5 200 Orville Drive, Unit 495 1-BEDROOM- 1.5 SPACES PER UNIT 3(1)BEDROOM UNITS X 1.5 = 4.5 SPACES aP` Bohemia,NY 1 171 G UTILITY POLE 2-BEDROOM-2.0 SPACES PER UNIT 5 (2)BEDROOM UNITS X 2 = 10 SPACES Cr-1-N ^p�(> 833-787-8393 (.25 ADDITIONAL SPACES BEDROOMS OVER 2) 2(3)BEDROOM UNITS X 2.25 = 4.5 SPACES h'"I'Wha...' EXISTING PARKING ON SITE-APPROX 5G SPACES(3 ADA SPACES) G GAS LINE ESTIMATED REQUIRED PARKING-91 SPACES(4 ADA SPACES) °; ` PROVIDED PARKING 84(5 ADA SPACES) + 7 LANDBANKED SPACES = 91 g}., y '� '0 E ELECTRIC LINE — W WATER LINE DIMEN51ONAL REQUIREMENT5 REQUIREMENT REQUIRED PROVIDED Project Info S SANITARY LINE LOT 51ZE 20,000 SF 88,043 SF LOT WIDTH 60'MIN. 175.44' 1 T TELEPHONE LINE LOT DEPTH 100'MIN. 480.37' Proposed FRONT YARD 15' 33.1',121.7' Multi-Family SIDE YARD I G MIN. 50' rear � SIDE YARD TOTAL ? 25'MIN. CORNER LOT 12250 Main Road REAR YARD ? 25 MIN. 81, 6119 LOT COVERAGE 40%MAX. (44,022 5F) 18.19%(I G,O 19 5F) M a tt i t u c k, NY 11952 BUILDING HEIGHT 35'/2 STORIES 33.7/2 STORIES LANDSCAPE AREA 25%MIN. (22,011 5F) 26.1 1%(22,98G SF) .5 i iw--'—W I f 'W---_-w G G G G CG-,-D-G GG G G G G G W- ""-KW W W W W W VV W W W W W W W W W W W W W W � F'►' ' NEW CONC.51DEWALK NEW 5UFFOLK AVE DRAINAGE GRATE Revisions F- I10-1 DEMO EXISTING CURB CUT AND UTILITY POLE I UTILITY POLE SIDEWALK AS REQUIRED FOR UTILITY POLE /G�G r ^ NEW CURB CUT F- GG G G G G G G G G - G G F G - G G- G G-GONG. CURB: _ GG G G -- G- - �G -�I GG G - GONG.CURB - --- - E t E _ E E E E E EE E E E-_- E-- E E E E-=E.E' E E E E E E E —E E _ E--E E E �-E---E --E E E E E E E E--E - --- ---- T T- -T:T-N-8 I 1 9 30_ET- T- -T-- T--T-T T T T 1' ----- 48C� 3T T - - GONG. SIDEWALK CONC.SIDEWALK ,..__-T-T T T T i -i T T T T T T-T T T � - CONC. _ __ 3'BLOCK RET.WALL- r- T—� RB CUT _2 BLOCK RET.WAL G G G I z G G G G-24.0! G m T;—T—T-T v) - Q NEW LANDSCAPINGEXISTING LANDSCAPING W W W W W W W oV �-W W W W W �,� - - - m w - NEW LANDSCAPINGro 'c� � - - - - - - - - - - - - - - 17 — - - - - — — - - - - — — - - - — — z - - - — - - c, W — — — -- N W - - - -� I L _ ' o DRAINAGE GRATE - o o THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND m / (� ASPHALT PARKING LOT O I J� /j /35.2 i N I AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. / ANY UNAUTHORIZED E h � � L� 0 0 � cG_G/ 30.9 30�9 I I USE OF THESE DOCUMENTS IS IN A o ' EXISTING OUTFALL I O VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE E` a ) J / NEW FIRST FLOOR PATIO G7 W O W W / I N.Y.STATE EDUCATION LAW. NEW 3 / ' W ' / G RETAINING _ t- J 0 WALL o I I Drawing Title }-s� / - - ------- — 7 / -W I CONC. CURB o I L7 --- ~ I � � --�- - - - - ----------- _---- � NEW 2 STORY BUILDING UTILITY POLES 7.I' O CONC.SIDEWALK (I0 RESIDENTIAL UNITS)AWNING X 5 i to Plan WITH BASEMENT �3�'L4-a .. w EXISTING 11.7' SHED / (D u� 1 10.2' m CONC.., , F.F. EL. -22.0' J� LANDSCAPING m --- NEW FIRST FLOOR PATIO NEW FIRST FLOOR PATIO I I ASPHALT PARKING LOT O Iw / � 90,91. I I 8.2' - JM2 No: 2023-0914 cu UNIT I CONVENIENCE STORE UNIT 2 -LAUNDROMAT UNIT 3-BARBER SHOP J z o - I DATE: 5.16.25 - f I I �I I / 0 w ,, GA5 METER / I EXISTING MULTI TENANT COMMERCIAL BUILDING - a DESIGNED BY: BK )) O 3 LANDBANKED UJ z 10 S I CES I ( CHECKED BY. JM 8.2' I LANDBANKED SCALE: As Noted �16 SPACE - NEW LANDSCAPING C.) / 8 CONC. O O L O PROPOSED OUTPALL 2 PROPOSED OUTFALL 3 I SEAL 51GNATURE: (QED UTILITY POLE IQ - 5 _ ,8 I o AC EXISTING ABOVE O O O Do I I w EX SI TING GROUND TANK / C041, (LANDSCAPING SHED 121.9' aX TO BE REMOVED I I I I - - - -- * 'N G) 44 l r cl CONC, AWNING CONC.SIDEWALK 10'X 15'DUMPSTER I �B - _- =-_- ENCLOSURE ` �I �ANDBANfED T f J w / J O I � - - \��`- - - - - - - - - - - - - - - - - - - - - - - - - - - ° - - - - - - SHED - - - - - - - - - - - - - PN - - - - - - - - - - - \I -�PIACES - I '9 3945 yp� c� / - - - - - - - - - - _ - - - - - - - - \,� N v 7 0 NEW LANDSCAPING x EXISTING LANDSCAPING m O) - G' 3'BLOCK WALL 3'BLOCK WALL I NEW LANDSCAPING DWG No: /// - --- 'CONC. SIDEWALK - x c) <v 5 81° 30' 30" W N/O/F ANGELINA PROPERTIES LLCPlot Plan 527.96 1 11 = 201-011 Architect of Record: JM2 ]RCUITECTURED7 JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320.3305 Applicant: Nickolas Mirando 183 Smithtown Blvd, Nesconset,NY 11767 63 I-8 13-6 152 Owner: ° Hand Pant Stores Inc --- -- ;a ,• .a - • ,°•. - ° : - i ,. . ° ° - - --- -- - -- --- - --- _ 183 Smithtown Blvd. Nesconset, NY 11767 — 63 I-361-9440 35 4 3/4 15 -0 6 Oil 15 2 1/2 r 6 0 15 0 Of Surveyor: Aerial Land Surveying D.P.C. 200 Orville Drive, Unit 495 _ I Bohemia, NY 1 1716 STORAGE 10 I STORAGE 7 833 787 8393 N a' `_D I STORAGE 5 N I I - _ I I I Project Inf- o 0 Pro o5ed . a I Multi-Family ------ MECHANICAL it UTILITIES I = 12250 Main Road I i I o I ; STORAGE Mattituck, NY 1 1952 "p r OF, STORAGE 9 I r ,d - N IF STORAGE 6 • I" 'rl I •. n I vi I n r . I Re s o s STORAGE 3 d I - _ I _ - - -- I I5'-0" I 01 --- CV I ; STORAGE 8 15' 2 112" I _ - I _ _ __ I _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND -- -- - AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE F THESE D I 0 S OCUMENTS S IN A N VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE m I ' STORAGE 2 — N.Y.STATE EDUCATION LAW. A, I, 28'-0112" 15'-0" �( Drawing Title o , I LAUNDRY Basement Floor Plan co RECREATION � I Q ` d a_ = �c== XD - - ir I JM2 No: 2023-0914 I u ii a i i i i i o STORAGE I `� �-, DATE: 5.16.25 Ii u u u li I i i i i = a� u II u IYL'---------------- --� � EMR e t� I DESIGNED BY: BK r n u u ii ii ii ii u u i � rl II II II II I II 28'- 1 1 112" II 1 G'-4" ° ° ° T-2 112" 10'-7 114" CHECKED BY: JM u n n ii n u u u — J r1 u u it a ii n u u u i - - - 11 SCALE: As Noted -- --- a --------- -- EALt SIGNATURE: fµy {�{{77 da - -d zd - „ .c nA S \`�D '•J �• /1 iF'.tlu3 0 3945 �0Q� NEB DWG No: T.O. Basement Slab 1 1 /4�� = 1 �_0�� C-7.0 Architect of Record: // 4JM2 TRCFdITECTU R EDPc JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE 971-0„ SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 q'O D D D D D D-D D DAD D D D D D O_D D-D-D I -_.. - __-..- 11 1 8 _— - _--_ _ --- -- - - — --_-._-- - ] — --__—_ --- - _ -�-.-- - O D D D D q D D D O D D O D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D ----- 12' 6 --- - I2' 6" 12 6 I2 6 - _ --12 6'-- -- ----- _ Applicant: r III ° 0 J 01 Nickolas Mlrando o ;CD 1 0 183 Smithtown Blvd. h 0u, Nesconset,NY 11767 _ 631-8I 3-6152 10'-0" 1 I'- 10 3/4" I I' oR -0" Owner: 1F11EE I — ____ Handy Pantry Stores lnc _ 15'-0" 15'- 1 1/4" 01 183 Smithtown Blvd. 15'- 1 114" 15'-0" Nesconset, NY 11767 631-361-9440 Surveyor: Aerial Land Surveying D.P.C. 0 200 Orville Drive, Unit 455 10 Bohemia,NY 1 1716 `r BATHIROC M LIVING BATHROOM 833-787-8353 m BI DROOM LIVINGIDINING LIVINGIDINING BEDROOM v m m m m N N Project Info ProF056d PP ? Multi-Family 5 7 /4 6 0 3/4 9 0L 9 0 I/2 6 0 3/4 5 -7 114 9 0/ 12250 Main Road II I_ �� 1_ II I_ m I_ 11 I_ " II �_ �� N - - " 1 12'_71/4" 2'_0" 4'- 4' -- _ - - Mattituck, NY 11952 _- - 2' 0" 12' 7 11411 10.' - ---- - -- - ---- -------- 2 -0II 3 -7 11411 - 10 Ln -----_-- 0 LC) El --_ El C01 HEN/DININ 6' 0" 0 00 01 0 BEDR00 41 Olt Oil oe BEDROOMo -- -- -- KITCHEN G� KITCHEN Revisions - ---- o° o BATHROOM --- _ El - ---- In - BEDROOM - BEDROOM C 4'-011 o N 5'-2 3/4" 4'- 11 3/411 N o 4'-4 3/4" — - _ 4'-4 3/4" �, BATHROOM BATHROOM _ 0 o D Duo o D D THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ins D � is, [0- 12' 0" 10' 0" 10' 01r 2' 0" 15' 0' ANY UNAUTHORIZED U5E OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. 12'-6" 9' 0" 01 0112 101, 5-0" m 5' 0" _ 12'-6 3/4" a' 9'-0" 12' 6" Oo.--off, N i OG' �O� O m __ Drawing Title D D O D ... D BATHROOM ATHROOM "' KITCHEN First Floor Plan N KITCHEN LZ cm m m m v o BEDROOM LIVINGIDINING I o _ BEDROOM JM2 No: 2023-0914 Cn o I LIVINGIDINING `ri I o — DATE: 5.16.25 o_ - �v I O -_ DESIGNED BY: BK I I I I I i I I I i I O I l i l l i l l l l i i o CHECKED BY: JM I I I I I I I I I I 51-0" O 81- 1 1/4" 4'-0" I 11 �� _ II II l 6 4 I _ 4 -0 8 1 1/4 5 -0 SCALE: As Noted - - N SEAL If SIGNATURE: TED N 61 o DOD o o D l * It I s 0 39 A5 �0Q� F IN E� DWG No: first Floor I 11411 _ 1 1_011 �-�. I Architect of Record: / JM2 RC ITECTUREDPC JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 fAKMINGVILLE, NY, 11738 T I G31.320.3305 Applicant: Nickolas Mirando 183 Smithtown Blvd. N,55con5et, NY I 17G7 G31-813-G 152 Owner: Handy Pantry Stores Inc 153 Smithtown Blvd. Ne5con5Ct, NY I I 7G7 G3 1-3G 1-9440 Surveyor: Aerial Laid Surveying D.P.C. 200 Orville Drive,Unit 495 Bohemia,NY 1 17 1 G 833-787-8393 T.O. R00f Project Info 331 711 ...... ... .... ---------- FroP056d Multi-family 12250 Main Road ------------- ---- - ------ ---------- ------ Mattituck, NY 11952 ------------ 77 Second floor Ceiling 221 - Oil LLL1 V1 101`15 [UF1 LUT—F F [Ji F=- Second floor 1-21 _—Oil First floor Cedinq 101 - 01 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND J-P AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE, F.C. LLI L.] ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A FIF VIOLATION Of SECTION 7209 5UB-DIVISION 2 Of THE N.Y.STATE EDUCATION LAW. Drawing Title First floor F 01 - 011 f T I 5_=1 I 1=1 I F=1 I I 1=1 I 1=1 I 1=1 I 1=1 I I IEEI I I I I lEd I IHEI I I El I IE I I I I I I=I I 1=1 I IEEI I 1=1 I FEI I 1=1 I 1=1 I 1=1 I 1=1 I 1EI I 1=1 I IEI I 1=1 I 1=1 I FE, . ,WF;;I I 1=1 I 1=1 I F I 1=1 11 I-El I FE]hl I 1=1 I IE-1 I 1—=l I 1=1 I IEEI I 1=1 I 1=1 I 1=1 I FEI I 1=1 I 1=1 I M I 1=1 I IEEI I ICI I I 1=1 I 1=1 I 1=1 I =1 I FEI =1 I 1=1 I I I El I IEI I FEI I 1=1 I 1=1 I 1=1 I I I IEI I 1=1 I IEEI I 1—=l I 1=1 I FEI I IEEI I IEI I 1=1 I IEI I IEI I 1=1 I FEI I 1:�: 2023-0914 T.1 I 1=1 I 1=1 I JM2 No: F�. . E= I I FEI I I El I FEI El I IHEI I 1=1 I IEEI I 1=1 1=1 I I =1 El 1=1 I MI I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1:�: DATE: 5.1 G.25 I FEI I M I IEI I 1=1 I 1=1 I 1=1 I 1EI I I—I I 1=1 I IEEI I 1=1 I 1=1 I FEI I 1=1 I IE]i I 1=1 I 1=1 I FEI I lEd I 1=1 I 1=1 I 1=1 I IEEI I IEI I 1=1 I 1=1 I 1=1 I I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I 1=1 I I]EI I IEEI I El I 1�1 I 1=1 I I — — BK ILI F.;.I I 1=1 I FEI I IEI I FEI I 1=1 I 1=1 I 1=1 I 1EI I 1=1 I 1=1 I I I F�l I I �=l I FEI FEEI I 1=1 I IEEI I IEEI I FEI I IEEI =1 I 1�_=l I Ed I IEEI I I=_I I FEI I 1=1 I IEEI I 1=1 I I I I IEEI 1=1 I El I lEd I IEEI I IEEI I =1 I lEd I 1=1 I I I 1=1 I 1=1 I FEI I 1=1 I I I I 1=1 I El I 1=1 I I— DESIGNED BY: I El I IEEI "I I EEI I 1=1 I El El I 1 ;1 I 1'=l I 1=1 I F1 I 1= I IEI -=I I 1=1 I IEEI I IEEI I FE-1 I El I 1=1 I =1 I 1=1 I IEI I 1=1 I IEEI I I: 1=1 I IEEI I 1=1 I FEI I FEI I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I G Eil I 1=1 I 1=1 I CHECKED BY: im T.O. Basement Slab 1 11,El I J Ed��I �_l_I 11E, �_l—I 14--1-1 11 1=1 I M I SCALE: As Noted IJ IEEIJ 1= E=J��I 1 MI [_�4_ 1 F�l F.Efl r—,11 I I—t�E]�.l I M- 1 F-Efl EEII F=11 IHEIJ FE14 I= I_F�d IZ�J I-F--:] I_F� I_F� 117=71 11:7=71 117=7I I_F�Ej I_F�l I SEAL SIGNATURE: LSD 05394'5 pQ North DWG No: 11411 11_6� / IRC[ 810 Architect ` Record: JM2 RC ITECTU 24 10 NORTH OCEAN AVENUE handy Pantry 5tore5 Inc Aerial Land 5urveyinj D.P.C. 200 Orville Drive,Unit 495 833-787-8393 T.O. ROOf Project Info .�� Proposed N�ulb-Family — ;� — 12250 Main Road Matbtuck, NY 11952 < e4 i z A5 5UCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. N.Y. 5TATE EDUCATION LAW. Drawing Title fir5t floor WIZ-_ _ — = i i -i i I - i—ii I III-11T=fll 111-7Tl�TF- Elevations = I I III—I I ICI I =1I I III=III=III III III�I I I III I I1=1 11=1 I I III I I1=1 I I III I I1=III=III I I1=III=III III III=1I I=1 I I III-1I1=III III III=III=III I I 1=I 11=1I I i I 1=1I L=1 I I III I I L—III=III III=1I1=1I I III I I 1=1 1-1I I III III=I II III-1 I I-1I I-1 I I-1 I I-1I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1 I I-1I L—III-1I I-1I I-1 I I-1I I-1 I I-1 I L—III-1I I-1I I-1I I-1 I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1I I-1I L=1 I I-1I I-1 I I-1 I I-1 I IZl I I-1 I I-�-1 I I- -1 I I-1I I-1I ICI I I-1I I-1 I I-1 I I-1 I I-1I L=1 11=1I I-1I I-1I I- I I-1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1I I-1 I I-11-1 11=1I I-1I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1 I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1 11=1I I-1I L=1I I-1I I-1 I I-1 �I I I-1 I I—III-1 III-1 I I-II I-1I I-1 I I-1 I I-1I L=1I I-1I I-1I I-1I I-1 I I-1I I-1 I I-1I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1I I-1 I I-1I I-1 I I-1 11=1I I-1 I I-1I I-1 I I-1 I I-1 I I—II I-1I I-1I I-1 I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1I I-1 I I-1 11=1I I-1 I I-1 I I-1 I�I I I-1 I I- I I-1 I k -1 I I-1I I-1 I ICI I I-1I I-1 I I-1 I I-1 11=1I I-1 I I-1I I-1I I-1I I-1 I I-1 I I-1 I I-1I L=1 I I-1 I I-1I I-1 I I-1 I I-1I1=1 I I-1 I I-1 I I—II I-1 11=1 I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1 I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1 I 1=1 I I-1I I-1I I-1I I-1I L=1 RE! ,. 1 I-1I I- I—IIIII-1 I II I-1II- I- I I-1 I I-1I I- I I-1 I I-1 I I-1I I-1I L=1I L=1 I I-1I I-1 11=1 11=1I I-1I 1=1 =1I I-1 I I-1 I I-1I I-1 I I-1I I-1 I I-1 I I-1 11=1I I-1I I-1I I-1 I I-1I L=1 I I-1I I-1 I I- I-1I I-1 I I-1I-1I -1 I I- I -1I =1 I - Itl I I-1 _ _ - � - =1I I-1 I I-1 I I-1I I-1 I I-1I I-1I L=1I I-1 I L=1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1I I-1I I-1 I I -1I I-1I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1 I I-1 I I-1 I I-1I L=1 I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1I I-1I I-1 - _ _ _III_III III III III _ _ _ _ _ II I I_III_III III _ _ — I-1I I-1 I I-1 I I-1I I-1I I-1 I I-1I L=1 I I-1 I I-1 11=1I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1I I-1I I-1 I I-1I I-1 I I-1 I I-1 I I-1 I I-1I I-1 I I-1 I I-1 I I-1I I-1I I-1I I-1 I I-1I I-1 11=1I I-1 I I-1 I I-1I L=1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 -1I I— — _ _ _ DE51GNED BY: I_I I I_I I I I I III I I I_�_I I I_ _ _ _ _ _ _ _ _ = I I-1 I I-1I I-1I I-1I I-1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1 I I-1I L=1 I I-1 I L=1I I-1I I-1 I I-1I L=1 I I-1 I I-1I I-1 I I-1I I-1 I I-El I-1I I-1 I I-1I I-1I I-1 I I-1 11=1I I-1I L= _ _ _ — _ III III_I I ICI I I—I I I_I I I_I I I_I I I_I I I_I I I I_I I I_I I I—I I_I I I III I I I_I T.O. Ba5elTfft CHECKED BY: im -iii ni iii—iu=iu iu_iu—iu iu_iu—iu iu iu iu—iu—iu iu iu—iu—iu iu_iu—iu iu iu—iu=iu iu�u=iu iu iu—iu—i� iu—iu—iu iu_ iu iu—iu—iu Ll Li F' ', i—�—i_u iu iu—iu—iu iu—iu_iu iu—i_u—i_u iu i_u-lu—iu iu—i_u—i_u iu iu—iu—iu iu—iu—iu iu iu—iu—iu iu—iu—i_u iu—i_u—i_u iu iu—i_u—iu iu—i_u—iu iu iu—iu-iu iu—i_u� ��i �—iii- „Ta, aEo .� E Ll Ll Ll I Ll I E. , Li r�' Llr� Ll I�-=. .Li E.=.LI r�=' -LI r�=- ,LI I=_. . .i KIP, oP: South _. _ - - ,�-��.... D.<. N.. FNE Record:Architect of JM2 RC ITECTUREooC 24 10 NORTH OCEAN AVENUE Applicant: I­Iandy Pantry 5tore5 Inc Aerial Land 5urvey)nl D,F.C. 200 Orville Drive,Unit 495 833-787-8393 T.O. Roof Project Info PfOp052d Mulb-Family 12250 Main Road Mattituck, NY 11952 JL — - VLLfflj 5econd floor 121 - 011 � floor ate, _ -- A5 5UCM ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C. N.Y. 5TATE EDUCATION LAW. Tu Drawing Title fir5t floor Elevations I1=1I I III III'—I I1=1 I I III I I L=1 I I III III III III I I I I 1=1 I I III I I 1=1I I III III III-1I I III I I-1I I III III 11 1=1 I I III I I 1=1 I I III—III—III III I 11 II I I III-1I I III III III III I I 1=1 I I III III I I1=1 I I III I I1=1I I III III I I 1=1 I I III I I1=1 I I III III III-T III I I 1=1I I III III I I1=1 I I I I —I I —III I I1=1 11 —I I-1I1=1I 1=1I I—I I1=1 11=1 11=1I I-1 11=1 I1=1I 1=1 11=1I I-1I —1 11=1I 1=1I1=1 11=1I1=1 11=1 I1=1 11=1I I_I I I- I I-1I I—I 11=1I1=1 11=1 11=1I1=1 11=1_I I-1 I I—III—I I L—III-1 I I-1 -1I I I I I I-1 I I-1 I EE'1 11=1I I-1I I-1 I I-1 I I-1I I-1 I I-1I I-1 I I I I III-1I I-1 I I-1I I-1 I I-1 I I-1I I-1I I-1 I I-1 I I-1I I III-1 I I—II I-1 I I-1I I-1 I I-1 I I-1I I-1 11=1I —I I —III-1I I-1 I I: iTi—iTi—i i i iTi—ice—Ii1=1 i i i_iI—iI n i i i i—il—i u i i i1=1 i1i—iTi i i i1=1 i i i—il—i i i i n_iTi—iTi i i i—i i i i i i—i n i n—iI i i i1=1 i i i—iT�iTi —i i —i i —i i i—i i i_i i is ii iii iii ni—i ILI Tiiii—iii—iii iii_iii—iTi iii ii-iii—iii iii_iii—ui iii iu—iii—ui iii— ii-iii iii iii—iTi—in in—iii—iii—iii—iii—ni in—iii—i � CHECKED BY: im �_Tio III iii—lu iii ili—I�iii�aa=iii�ai ui=ii�iu ul i�ii�ll II1-IT_l�ul��lll�ii_i�ii�ui_iU�ii III Ili—III—III—n —II —III Ili—I1� _ �, ii iii iii iii—i�iUiUiUiUiUiUiUiUiu�i =iu=iu iu_iu—iu iu w—iu—iu iu— i—ui ui_ui—ui—ui ui—u_i—ui ui�u��� iii—iii-i iii� iUiUiUiuiUiUiUiUiUi�iu-iu iu iu—i_u—iu iu iu—iu iu iu�ui—ui ui ui=ui ui ui- -ui ui=iu= : iii-iii_iii EaEo .,,�ry FF East DWG No: 11411I 0 C-82i C - 8 . 2 Architect of Record: JM2 1AJR& ITECTU R EoPc JM2 ARCHITECTURE, DPC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320.3305 Applicant: Nickolas Mirando 183 Smithtown Blvd. Ne5con5et,NY 11767 631-813-6152 Owner: Handy Pantry Stores Inc 183 Smithtown Blvd. Ne5con5et, NY 11767 631-361-9440 Surveyor: Aerial Land Surveying D.P.C. 200 Orville Drive,Unit 495 Bohemia,NY 1 1716 833-787-8393 T.O. ROOF — — — — — — — — — — — — — — — Project Info -- - — - e _ = - - — - - - -- - -- - - u tl-family Mattltuck, NY 11952 Second Floor Ceiling - ---- - - -,. rih - - - - ® - — ----. Revisions ED FIFT� - -- I Second Floor -- - - - - - -- - - - - - - First Floor Ceilln FEE A5 5UCH ARE THE PROPERTY Off JM2 ARCHITECTURE, P.C. - - - - - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND - ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A --- - - - - VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE - - - - -- I W. -- -- - - - - Drawl Title i n FIrSt Floor_ — OPVatl0n5 _ _ - - - = -- _III—III—III III III III_III_III—III—III III III III III III III_III I _ _ _ _ _ _ _ _ _ III III I I III III III III III III III III_III -1 I I-1 I I-1 I i-1 I I-1 I I-1 11-1 11=1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I=1 I I—I 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 11=1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 I I-III 1=1 I I-1 11=III-1 I I-1 11=1 I I-1 I i-1 I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I-1 I I I I 1=1 I I-1 I I III-11 I-11 I-1 I I-1 11=1 I MI 11-11 I-1 11=11 I-1 I I-1 I I, I I-1 I =1 I I-1 I I-1 I I-1 11�1 11-1 11=1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I=1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 I I-1 I M I 1=1 11=1 I I-1 11=1 11=1 I I-1 11=1 I I —I I I-1 I I—I 11-1 I I 1=1 I11—I 11—I I M I I-1 I I—I I I—I I I—I I I—I I I-1I11=1 I i-111=1 11—I I I I I 1=1 I I-1I11=1I11=1I11=1 11=1I11=111=1 I I—I I MI 11=1 11—I 11=1 I I—I 11=1 I MI I IE1 I I-1 11—I 11=1I11—I I I-111 JM2No: 2023-0914 1 I—I 11=1I11=1 I ICI 11=1 11=1 11=1 11=1I11=1 11=1 11=1 11=1 I I-1 11=1 I I-111=1 11=1 I1=111-1 11=1 11=1 11=1 11=1 11-111—I 11=111—I I I-111=1 11=1 11=1I11=1 11=1 11=1 11=1111=1I11=1 11=1 I I-1I11=1 111 —11MI 111=1 11=1111=1111-111=1 I I—I 11=1 11=1 11=1 11=1 11=1 I MI I MI 11=1 I I-111-1 11=1 11=1 11-111-1I11=1 I MI I 11I11=11 I-1 I I—I 11=1 I IE1 11=111=1 11=1 11=1 11=1 I IE1 11=1 11=1 11=1 11=1 11=1 11 DATE: 5.16.25 11=1 I I—I 11=1 I IEEI I ICI 11=1 11=1 I I_1 11_1 11=1 11=1 11=1 I I—I 11=1 11—I I I—I 11=1 I MI I I I I I-1 11=1 11=1 I MI I I—I 11=1 11=1 I I-1 I I-1 I MI I I I I-1 I I—I 11-111=1 11-111 I—I 11_1 11=1 11=1 11=1 11=1 I I DE51GNEDBY: BK —I 11=1 I I—I 11_1 III—I III=1 11=1 11=1 I I—I I MI 11=1 11-1 11=1 11=1 11=1 I MI 11=1 11=1 I I—I I MI 11=1 11=1 I I—I I I_I I I I I 1=1 I MI I I—I 11—I I I—I 11_1 I I—I I I_I I I=1 11=1 11�1 11=1 I I—I 11=1 I I-1 11=1 I I CHECKED BY: JM �0� 1015cment SlabImo_ 11=1 I 1-11-I=1 _— - -111-1 11-111 1—I 1-111-111—ICI-11-1—I�1-111—I�1—I�-1—I�I—ICI—ICI-1� 1-1�1-1�1-1�1-1�1-111—I�1-111 1�1-1 t1-1I1-1�1—ICI—I�1-111-1�1 1�1—I�I-1�1 11 I—I 11=1 11=1 I I—I 11-1 11 SCALE: As Noted I MI I MI I 1=11 I�I I_111—I�I—I�I-111_ICI_111—ICI—I-�I—I-�I—I-�I-111_I-�I—I�-I-111—I�I_I�I—I�-I—ICI I�I—III—III_I�I I-�I—I �I_I�I—I�-I_I �I—I�I_I�I—I-�I—I-J- I 1 I—I I I—I I I—I 11_I I I_I 111 SEAL 51GNATURE: =1 I I=1 I I=1 I I-1 I I=1 I I—III=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 I MI I M I 1=1 11=1 I M1 11=1 I I—I 11=1 11=1 I M I M I MI I M I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I MI 1=1 11=1 11 —III=1 I I=1 I I=1 I I=1 I I=1 I I=1 i t=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III—III=1 I I=1 I I=1 I I=1 I I=1 I I—III III=1 I I=1 I I=1 I I—III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III=111-111=11 Itigy����� ��qTF 0" 394$ ypQ� F N E� West I DWG No: 11411 ` I 1_011 3 e F o R INTERNAL USE ONLY .� SITE [ USE DETERMINATION �" AUG 2 1 702,5 SOUTHOLD TOWN initial Determination Date Sere: Date,"� _ cA � .. -------------------- ct a n�t e Pro d Project �rvrvrvry mm . _ ►,�� Zoning District°f � . Suffolk County Tax Map No 1000- m J .............. � C r) knvk�cft­­ .......... Request"� ��.. ro osed use or uses should i A► P (Note: �pyr of Building Permit Application and supporting documentation as top be submitted.) whether et h e r use i s permitted",r m i tt e d° .� a.. Initial Determination as to ��������.......�� � � � . . :.W. mmm� .... ... .. , whether site pla requtr� d r� Initial Determination as to � �s�� ������:.� .�� ������� m rvry mmmmmmm���r Sign atu re ilding Inspecto PlanningDepar-tment (P.D.) Referral: P. . Date Received Date of o rn ment: Comments: .. m m� .Signature of Planning Dept. Staff Reviewer Final Determination Date: ------------- Decision Signature of Building Inspector