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1000-114.-12-3.1
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: 110V soy 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 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: � '•.�U� _���� �� i 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