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Home My WebLink About1000-61.-3-7 ■ Bankof Amencha i lanlcof linnerica Lighting pgU rades LIGHTING UPGRADE PROGRAM Southold, NewYork Know what's below. Call before you dig. PARCEL ID: 1 000-6 I .-3 -7 NY5-284Parcel ID: 1000-61 .-3-7 53300 MAIN ROAD 53300 Main Road Town of Southold TOWN OF SOUTHOLD Toff Suffolk County, New York SUFFOLK COUNTY, NEW YORK 5 A I'I' � M I. r STONEFIELD ^ 4 , engineering sign & de .y y Rutherford, New York, NY • Boston, MA R . u. th NJ s � 1 Princeton, NJ Tampa, FL Detroit, MI www.stonefieldeng.com " 584 Broadway, Suite 1 New Yor k, NY 100 2 Phone 78 06 8305 fi S is w , y W Arc hitecture g ,w F!g�� r w ,. B+W Architecture D.P.C. d� �?� $ Architecture Interior Design � s Facility Planning& Design t 45 Broadw ay, 4th Floor New York, New York 10006 Telephone: 212.966.2237 r I Issue Date&Issue Description By Check 02 05/04/2022- REVISED LIGHTING CN ZC 01 04/27/2021 - FOR PERMIT SUBMISSION AM ZC hSy qF, 1 � 't �p tip �I K � Y ( N P l R .. y. i�ie^0isih*`.0 t l G ice` Z v� a �z �y NE �- SOURCE: GOOGLE EARTH PRO, DATED 6/29/2018 ��,�4R E' AERIAL VIEWCO " = 40' ± ZA PLIN, P.E. RECEIVEDNEW Y � SE No. 99748 MAY 12 2022 LICENSED PROFESSIONAL ENGINEER L _ C N ZC Southold Town DRAWN BY CHECKED BY Planning Board TON FIEL STONEFIELD engineering& design, Ilc. g SHEET INDEXengineerin & designSCALE: (H) I" =40' ± DRAWING TITLE SHEET # PROJECT ID: NYC-210037 Rutherford, NJ • New York, NY • Boston, MA COVER SHEET Cl TITLE: Princeton, NJ • Tampa, FL • Detroit, MI EXISTING CONDITIONS PLAN C2 www.stonefieldeng.com SITE PLAN C3 COVER SHEET OVERALL LIGHTING PLAN C4 584 Broadway, Suite 3 10, New York, NY 10012 SECURITY LIGHTING PLAN C5 & C6 NOTES& DETAILS C7 SHEET: Phone 718.606.8305 DETAILS C8 C I Bankof Amedca40�* Lighting Upgrades Southold, New York . LEGEND NY5-284 SYMBOL DESCRIPTION Parcel ID: 1000-61 .-3-7 PROPERTY LINE 53300 Main Road Z X(7-75 Z X EXIST.BUILDING FOOTPRINT AT GROUND LEVEL&DOORWAY Town of Southold 123 EXISTING CONTOUR X 12.34 EXISTING SPOT ELEVATION Suffolk County, New York x TCI2.34 EXIST.TOP OF CURB ELEVATION MAIN ROAD O x 5C 12.34 EXIST.GUTTER ELEVATION (66- WIDE R.O.W.) (A.K.A. SR 25) X PF12.34 FINISHED FLOOR ELEVATION W APPROX.LOCATION U.G.WATER LINE <NEW> PER UTILITY MARKOUT A51:'ALTROADWAY ALT OEM t: EM rm L POINT OF FAVEM h;T_2+ W'CE) uFLP#750 APPROX.LOCATION U.G.GAS LINE ,m • • • ALT Z HT: 1 7.2' 1_ G r' VEHICULAR ACCESS UP#19 w9 z , , Tr G g RA5 c'cot PER UTILITY MARKOUT&REFERENCE MAPPING engineering & design Tr31 3e HT: 17.2' _ O c3o.6_ q oa � a 1 _ C.C. F.3 12 b.'30,g3 D C. F.30.G7 CONDUIT 0? C.C. --- =iC) - A-------- f1 2._ #,5. _-A --- n - APPROX.LOCATION U.G.ELECTRIC LINE -- - 0.: G, G a,,_ =r P.aacH GRA55 20 eRAeS C-RA55 E PER UTILITY MARKOUT Gas ,31�0 p - - o OH l Rutherford, NJ • New York, NY • Boston, MA 3 a rc3al- APPROX.LOCATION U.G.TELEPHONE LINE _ ____ --__ - - --- -- - ""- G - ---- - G --, c --_- - -- - '''''v �=! > G T PER UTILITY MARKOUT Princeton NJ Tampa, FL Detroit, MI 5 G-wPJC.WALK °�; e5 G w G- CC ','AL. x _ G- 3 20 3I JF _3L4.x CC^::.WALK 200.00' �= i N73°26'30"E P.O.B „ o,,; G ❑ GAS VALVE www.stonefieldeng.com ' CUf1C. MON.- I =''Cr10 �� CONC. MGfJ. 1_ x'., ALT FfJD. . 0= AREA LIGHT FND. 61 I HT: 17.4 I ® MANHOLE 584 Broadway, Suite 310, New York, NY 10012 0 SrR.EFT I"JLET `1 GRASS AREA I S_ 51 e32 n °J 30.95 3z I - ID 51Gr Fc31.G5 joT. 19.3 \ V 1 G; OH OVERHEAD WIRES 31 Ly (N.F�,,) T�:31.9- 1� (2 ALT Phone 718.606.8305 -A- UTILITY POLE P.3155 \1 II Jx'T.a�tax6 r�� .8� 31.5 /--HT) 18.8' J1 i a-c�71 UTILITY POLE/LIGHT POLE B+W Architecture GRASS A°.EA ALT 11 ALT I c� ^� h HT: 161 HT: 16.1 I _� FLAW O BOLLARD c itecture N �1 ALT Q POLE - _ O I Iz le e 5.,...�-f l '- l- HT 18'± oI � SIGN B+WArchitecture D.P.C. B(,31?A 3 c? <'i Tj l x u x 3 i,Qa ,1 f l C 3'XgO _COLUMN p u� '� F 3 _ - -- - ---�---- - (T,P.) oD.C. DEPRESSED CURB��, i="° 11 2 .o-' I / �GFA55/'5.A.-\ al Architecture LO al C.C. CONC.CURB Interior Design iC32 2.1 �� - -(3)ALT z ecs . ,� �1 e.l LA Facility Planning& Design sC,_ L5.A. I e a'1 97 HT: 9.4' I cc��RFn s�,TF PoK,,h E.O.P. EDGE OF PAVEMENT RV P a , - - - -- r J 3I.G7 Tr.31 Jx n: o rR.D = ^ C.L.P. CHAIN LINK FENCE 45 Broadway,4th Floor w.!sI k29.01New York, New York 3,�a YELLon R. . A.r.,,,. Y.L. YELLOW LINE Telephone: 21 966.223 7 \ Mrt ' Q W.L. WHITE LINE I STCT;Y BEiCY�E'JILG"JG ��y)R!M 9C.�0 1 I 8 SANK CF A^.1EP PA e5 7 B.L. BLUE LINE r,r!1 b[, 0 x a� L.S.A. LANDSCAPED AREA b! .14 8=51.S4i 31.' RIr13i.35 / I O ETUE ox 2 ZL Issue Date&Issue Description B Check n q II ST?IPIPIG � % O ,-� N.P.V. NO PIPES VISIBLE I P Y i 3?."x 31?5 A' ° ALT CGG;C. ` CONC' 1 O c r (� HANDICAP PARKING SPACE 02 05/04/2022-REVISED LIGHTING CN ZC - `32.50 HT: 20.5' �\ FAD ""`�NEY u1 s Mr PAD, ry 2 y o PARKING COUNT 01 04/27/2021 -FOR PERMIT SUBMISSION AM ZC F,32.10 x � Y.L. 3!6 �R / INV 18 6 J W 3 ¢71 I _ J 1.p' DENOTES OFFSET OF STRUCTURE AT GROUND FC31.3G as O K28? 5!GN colic.-__ A'C _=t ATE A I T'T Q ` LEVEL RELATIVE TO PROPERTY LINE GRA G 3xgo ` ..D LS rn z V -- -- \-; - - - -- -- <<<z 6 TREE&TRUNK SIZE ,� 1,C. ;.:I s 3�.F� 7�3"5 ._ - .pT �s2'.� 1 _I ^5 C.C. Ti 7n4 d SECTION 61, BLOCK 3 FC_; r R,_31 4 FCSi.�- a-J :_ I DWP DETECTABLE WARNING PAD GPATE \rOrk;. I Nie` 286; w BLOCK 3 31 h LOT 7 (3)ALTJ I v A/C AIR CONDITIONING UNIT LOT 8.4 N(F LANDS OF HT: 9•0' o a N/F LANDS OF BANK OF AMERICA, N.A. 314i 17 x I�~Cr W ROOF DRAIN FIRST CHURCH CONGREGATION SUCCESSOR BY MERGER TO zi Aso R.D. OR SOCIETY IN SOUTHOLD I r,-= PAINTED MARKINGS LIBER 9751, PG. 456 FLEET BANK OF NEW YORK, A5F ALT 31x1_ sTKiPIyNG `�' I w `/A.L.T. AREA LIGHT � F7 E® ' PAVPv^NT HT. HEIGHT a. NATIONAL ASSOCIATION LIBER 11773, PG. 377 'I EXHIBIT F Y.L. � 'G� ' �.�^ .2z �---- �o I MAY 12 2022 32 Sr cs Y.L. T !.- -, 1C,246? i I Southo d Town x 3c.za 2Q-J" I Planning Board I 30 93 30;G x 3 SURVEYOR'S NOTES � NI-ET 3 F' I. PROPERTY KNOWN AND DESIGNATED AS LOT 7,BLOCK 3 ON THE lk �G� 3G rr, '�2G,P� BST. I v 0 02 U, �'"``''} OFFICIAL TAX MAP FOR THE TOWN OF SOUTHOLD,SUFFOLK GRT 30.02 SUP#3 i COUNTY,NEW YORK.MAP SECTION#061. 2aa1 MGM Y'.L. O o z�.G� r: 2. AREA:39,996 S.F.OR 0.9182 AC. czT.-s aL Lj o zG 31 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. SO.Sq IGM n;.26.10 �I 31.13 l LOCATIONS AND SIZES ARE BASED ON PRIOR UTILITY MARK-OUTS, NI LET CD ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN Y.L, GFT 21.rb zl cO THE FIELD,AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE Y 601. 26.6+ W o CONC.WALK �A.LT - L9 5'' (FlLLEU W/DIRT) o w 2GX s � AT THE TIME OF THE SURVEY.AVAILABLE ASBUILT PLANS AND O c UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL HT: 20.5' x 3! A Qr' _o a UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY SPP�AL" PAVFVeNT zxG- �o o z EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD r n D BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE PROPER Y.L. Q ,G. ,a w UTILITY COMPANIES. of- NEIN ALT ALT 4 Ali r TC3'-° HT: 20.7' C. a„5 ,:z5.Go Y E.Cy Tom' 2 f C. EC,2� _ HT_20_6 THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE - - -- - - --- I COMMITMENT REPORT AND IS SUBJECT TO THE COVENANTS, X F G�ASS;:aooD-D AREA GPA55 AREA - z5 Ie RESTRICTIONS AND EASEMENTS THAT MAY BE CONTAINED I THEREIN. 200.00' Tr-^5 30 5. ELEVATIONS ARE BASED UPON NAVD 88. \-IRON PIN ° C3•a 8a S73 26'30'W BLOCK 3 CONC. MOhJ. ZA $ PLIN P.E. FND. LOT 8.5 FND. 6. BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS LOCATED IN ZONE r X(AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE NEN/Y sti SF No. 99748 4 c eD N/F LANDS OF O ° / FIRST CHURCH CONGREGATION = FLOOD)ON THE FLOOD INSURANCE RATE MAP,COMMUNITY e PANEL NO.36103CO 158H,WHICH BEARS AN EFFECTIVE DATE OF LICENSED PROFESSIONAL ENGINEER r Wo - E OR SOCIETY IN SOUTHOLD L, LIBER 9751, PG. 456 / U SEPTEMBER 25 2009. f CN ZC 7. THE LOCATION AND EXTENTS OF UNDERGROUND VAULTS&t DIRAWN BY CHECKED BY TANKS HAVE NOT BEEN DETERMINED BY THE SURVEYOR. c 9- r STONEFIELD PLAN REFERENCE MATERIAL engineering&design, IIc. I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: SCALE: (H) I" = 20' • EXTERIOR LIGHTING PROGRAM PLAN SET ENTITLED"NY5-284,53300 MAIN RD.SOUTHOLD,NY"PREPARED BY GMR,LABELED"V3 210423" 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND PROJECT ID: NYC-210037 V ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE C% UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR z IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT TITLE: 4' THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. Y3 EXISTING CONDITIONS PLAN f.' C6 r 20' 0' 20' 40' c GRAPHIC SCALE IN FEET SHEET: I" = 20' _`- C2 America Dankof 41*po. � Lighting Upgrades P Pen J -� - SouthId 0 o New York NY5-284 Parcel ID: 1000-61 .-3-7 53300 Main Road v� LAND USE AND ZONING Town of Southold SECTION 61,BLOCK 3,LOT 7 HIGHWAY BUSINESS(HB) Suffolk County, New York I EXISTING USE EXISTING PARKING BANK PERMITTED USE ' STRIPING(TYPICAL) v ZONING REQUIREMENT REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 20,000 SF 39,996 SF 39,996 SF ,, MINIMUM LOT WIDTH 60 FT 200 FT 200 FTS`1`0 H CE IF I E L D MINIMUM LOT DEPTH 100 FT 200 FT 200 FT LOOSED AREA (IGHTJ MAXIMUM LOT COVERAGE 40%(15,998.4 SF) 64.2%(25,673.1 SF)(EN) 64.2%(25,673.1 SF)(EN) engineering & design MINIMUM LANDSCAPED AREA 25%(9,999 SF) 35.8%(14,322.9 SF) 35.8%(14,322.9 SF) + N MAXIMUM BUILDING HEIGHT 35 FT/2 STORIES 39,996 SF 39,996 SF Rutherford UGX1(NEW POLE) ,J` . J • New York, NY - Boston, MA ' MH:18 1 MINIMUM FRONT YARD SETBACK 15 FT MAIN ROAD:42.7 FT MAIN ROAD:42.7 FT Princeton, NJ - Tampa, FL • Detroit, MI PROPOSED WELLS ROAD:39.3 FT WELLS ROAD:39.3 FT CANOPY LIGHT ( MINIMUM SIDE YARD SETBACK(ONE) 10 FT N/A N/A www.stonefieldeng.com ' MINIMUM SIDE YARD SETBACK(BOTH) 25 FT N/A N/A PROPOSED AREA LIGHT MINIMUM REAR YARD SETBACK 25 FT 85.7 FT 85.7 FT 584 Broadway, Suite 310, New York, NY 10012 o ' 801 MH<9.5= P// (EN) EXISTING NON-CONFORMITY Phone 718.606.8305 MH:9.5 UB02 KI Y■02 MH: �1 ROPOSEDATM MH:9 USEl h OFF-STREET PARKING REQUIREMENTS +W Architecture PROPOSED ATM EXISTING J, CODE SECTION REQUIRED PROPOSED B+W Architecture D.P.C. � J° BANK Y01 §280-78 A REQUIRED PARKING:BANK Architecture MH:20 10 SPACES OR I SPACE FOR EACH 100 ' 170 SQUARE FEET OF GFA OR 3 SPACES PER Interior Design ' TELLER,WHICHEVER IS GREATEST,PLUS Facility Planning& Design A 5-SPACE QUEUING AREA FOR EACH Q DRIVE-IN TELLER 45 Broadway,4th Floor New York, New York 10006 AHD SSOCIATE ENTRY MH:9.5 (2,841.8 SF)(I SPACE/ 100 SF)=29 SPACES 37 SPACES Telephone:212.966.2237 ATM Y06 §280-78 C MINIMUM PARKING STALL SIZE: DOES NOT LSl P Jr° 19 FT X 9 FT COMPLY(EN) Y03 �} 280-78 C MINIMUM AISLE WIDTH: MH:18 MH:005 �Y02 Y02 'YO . .r § 22 FT(90 DEGREE PARKING) COMPLIES 0 0 �' MH:18 Y03 I Issue Date&Issue Description By Check MH:9 MH:9. MH:9.5 �`` Q EXISTING I (EN) EXISTING NON-CONFORMITY 02 05/04/2022-REVISED LIGHTING CN ZC CANOPY LIGHT o (TYPICAL) Y08 01 04/27/2021 -FOR PERMIT SUBMISSION AM ZC Y09 MH:18 LIGHTING REQUIREMENTS MH:18 EXISTING AREA Q I LIGHT(TYPICAL) CODE SECTION REQUIRED PROPOSED §280-1 17 A ALL OUTDOOR LIGHTING SHALL BE COMPLIES SHIELDED SO THAT THE LIGHT SOURCE 4:04 Y04 IS NOT VISIBLE FROM ADJACENT MH:18 MH:18 n ' PROPERTIESSHALLROADWAYS.LIGHTING FIXTURES OCUS AND JV Q I DIRECT THE LIGHT IN SUCH A MANNER AS TO CONTAIN THE LIGHT AND GLARE WITHIN PROPERTY BOUNDARIES. §280-1 17 B IT IS A GENERAL PRINCIPLE OF THE COMPLIES � 7P7 MH:14.5 • TOWN THAT PARKING LOT LIGHTS ®Y05 - SHOULD BE TURNED OFF OR REDUCED IN INTENSITY BETWEEN 1 1:30 P.M.AND 4:00 A.M. §280-1 17 C ALL FREESTANDING OUTDOOR DOES NOT LIGHTING FIXTURES SHALL BE LIMITED COMPLY M TO A HEIGHT OF NO MORE THAN 14 FEET ABOVE GROUND LEVEL. (V) VARIANCE OF NEW cygA�C,p� CO ,s A' ZA s PLIN, P.E. NEW ' SE No. 99748 LICENSED PROFESSIONAL ENGINEER CN ZC DRAWN BY CHECKED BY 0 U STONEFIELD d engineering&design, Ilc. 0 RECEIVED 0 �--- SCALE: (H) I" = 20' MAY 12 02022 5-----li3 Town- PROJECT ID: NYC-210037 outho g Planning Board TITLE: r C SITE PLAN 4� 20' 0' 20' 40' v z GRAPHIC SCALE IN FEET SHEET: " = 20' C3 America Bankof 0-- � J + + + + + + + + + + + + + + + + + + + + Ll 11ing°.° o. o o.o 00 0.0 0 0.o o.o 0.1 0.0 0.0 0.0 0.0 0 0.0 0.0 00 0.0 ° o.o o. tU rades� . g pg 0.0 0.0 J 0.0 0.1 0.1 0. 0.1 J 0.1 0.1 0.1 + 0. 0.1 0.0 0.0 0. 0�0 0.0 0 0 0. + 0.0 0.0 O.0 v�f j 0.0 .1 `- 1 0.1 0.1 .1 0.2 w.� 0.1 1 O:iL 0.1 0 0.0 0.0 0.0 0.0 0.0 .0 Southold 1- 4111111, - New York- --++ + + + + + + + + + + + + + + + + + + + + w 0.0 0 0.0 0.1 1 0.1 0.1 0.2 0.2 2 0.2 0.2 0.1 0. 0.1 0.1 0.0 0.0 0.0 0. 0. 0. 0. + 0.1 + + + + + + + + + + + + + + + + + + + + + + + + NYS-284 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0 0 0.0 0.0 0.0 .0 0.0 0.° Parcel ID: 1000-61 .-3-7 0.1 + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0,0 0.0 0.0 0.0 0.1 0.0 53300 Main Road + 0 + I + + + + + + + + + + + T42 + + + + + + + 0.1 0.2 0.3 0.5 0.8 1.1 1.3 1.3 1.2 1.0 0.7 0.4 .1 0.1 0.0 0.0 0.0 0.0 Town of Southold 2 .0 + + + + + + + + + + + + + + + + + + + Suffolk County New York 0.1 0.2 0.5 0.9 1.5 2.2 2.3 2.2 2.3 2.0 1.3 0.7 .1 0.1 0.1 0.0 0.0 0. 0 ( 0. 0 2 .0 + + I + + + + + + + + + + 0.1 0.2 1.4 2.6 2.8 2.8 2.7 2.7 2.8 2.2 1.1 .2 0.1 0.1 0 1 0.0 0.0 0.0 0.0 P+O.0 ' 3 0.0Aft Mr's 0.2 0.3 +. +. 2.0 2.7 3.4 4L D .0 4.0 3.8 3.1 2.6 1.5 .3 0.2 0.1 0 1 0.1 0. 0. 0.0-L_ 0.0 .4 IU owtum 1= engineering & design + + + + + + + + + + + + + + + + + + `0.2 0.3 0.6 1.1 2.1 2.5 4.1 3.8 4.9 3.5 3.4 2.3 1.73 0.2 0 2 0.1 0.1 0.0 Q.0 0 0.3 UGXi ANEW POLE) QQ J` ,,.,,. Rutherford, N • New York, NY • Boston, MA MH:�8 J` 0.2 0.4 0.6 1.1 2.2 2.6 4.2 4.0 5.1 3.6 3.5 2.3 1.7 0.9 0.6 0.4 0.4 0.4 0,3 0.3 0.2 0.1 i) 0.0 Princeton, NJ • Tampa, FL • Detroit, MI 0 a 1 0.0 www.stonefieldeng.com + + + + + + + + + + + + + + + + + + + + + + + + 0.2 0.3 0.6 1.1 2.1 3.2 5.3 5.9 4.6 4.2 3.4 3.0 1.9 1.1 0.7 0.5 0.6 0.8 08 0.8 0.7 0.1) 0.0 0.0 4 �� a 0.1 584 Broadway, Suite 310, New York, NY 10012 + + + + + + 601 MH-. .5 + + + + + + + + + + + + + + Phone 718.606.8305 0.2 0 0.3 0.5 1.0 1.7 3.8 1 2.1 4.1 7 4.3 4.3 3.5 1.6 0.9 0.6 0.7 0.8 1,4 1.1 1.1 0.1 0.1 0.0 MH:9.5 UB02 YN 2 MH: 0.1 o.a + + + + + �1 + + + + + + + + + + B+W Architecture 0.3 0.4 0.6 OL 1.3 2• PROPOSED ATM MH:9 USE1 0.8❑ 0.9 1. 1.0 0.8 1.2 1.7 1.0 0.21 --0 J kd-0.0 u + J B+W Architecture D.P.C. 0.4 2 + + + + + + + + + + + + + J` + 0.3 0.4 0.6 0.7 O�1 0. 2.4 2.1 1.9 .5 1.0 1,3 Y01 0.2 .1� 0.0 Architecture v MH:20 01 Interior Design 0 0.5 ❑❑ Facility Planning&Design + + + 0.4 0.5 0.8 1.2 0.9 1. 6.7 7.0 3.2 3. 1.0 1.5 0. 0.1 0.1 O + 45 Broadway,4th Floor 1.0 AHD SSOCIATE ENTRY I °'1 New York, New York 10006 + + + + + + KH:9.5 + + + + + + + Telephone:212.966.2237 0.6 1. 2.5 2.7 3.3 4. ATM Ydif 5.6 5.1 3. 1.5 1.3 1.2 0.21 0.1 0.1 LS1 yy�n�, yn + 0.8 1.� 19 3.3 3.9 MH }.2 �. 6.9 MH:1�3 12Y�o 12.. 0 o 4.7 3.1 + 7 + + + 6 1.0 0.9 0.7 0. 0 1 0.1 0.1 M18 Y033 0 1 I � Issue Dane&Issue Description By Check 0 � MH:9.5 MH:9. MH:9.5 ,' 2.2 + + + + + + + + + + + + + + + + + + + + + + + + 02 05/04/2022-REVISED LIGHTING CN ZC 0.8 1. 3.5 5.4 5.5 6.9 5.1 5.4 4.9 6.0 5.7 5.1 4.4 5.3 5.8 3.9 3 1.2 0.7 0.5 0.2 0.1 0.1 0.1 Y08 0.1 01 04/27/2021 -FOR PERMIT SUBMISSION AM ZC 2.1 MH:18 I + Y09 + + + + + + + + + 0.3 0. 2.9 2.5 5l�IH:18 6.1 6.0 4.3 .5 6.0 6.4 6.2 4.5 4.6 4.3 3.7 3 0.9 0.6 0.4 0.2 0. 0.1 0.1 1.4 U 0.1 0.5 + + + + + + + + + + + + + + + + + + + + + + + 0 0. 1.6 2.3 3.4 6.3 7.5 7,4 6.2 7 6.5 5.2 4.3 3.3 2.6 2 0.9 0.5 0.3 0.2 0. 0.1 0.1 ®Y04 Y04 1 1 0.1 .1 MH:18 MH:18 + + + + + + + + + + + + + + + + + + + + + + + 0.6 0. 1.4 2.7 4.1 3.7 3.7 5.3 4.4 4.6 5.5 4.9 3.6 2.8 2.4 2.0 1 0.7 0.2 0.2 0.1 0.1 0.1 _ + _ + _ + _ _ _ _ - _ + . 3.6 0. 0.2 0.1 + + + + + + + + + + + + + + + + + + + + + + + + 0.5 3.1 3.2 8 0.5 0.3 0.0 l�-�� J• MH:14.5 J. �^ ®Y05 J` LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** FULL SITE @ GRADE SYMBOL CITY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens Label CalcType Units Avg Max Min Avg/Min Max/Min O� NElN�!� Fib E oygA C'P 1 UB01 SINGLE 1 (UBO)CPY250-B-DM-F-CI5W-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG RELOCATED FIXTURE'S NEW LOCATION 1999 FULL SITE @ GRADE Illuminance Fc 1.50 12.7 0.0 N.A. N.A. G 1 1 UB02 SINGLE 1 - (UBO)CPY250-B-DM-F-CISW-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG ADD NEW FIXTURE-MATCH EXISTING CANOPY HEIGHT 1999 PROPERTY LINE ORDINANCE Illuminance Fc 0.78 4.6 0.0 N.A. N.A. E, 1 UGX1(NEW POLE) DOUBLE(2@180°) 2 1 (UGX)OSQ-M-B-16L-3OK7-5N-UL-NM-BZ/POLE MOUNT/CREE B4-UO-G3 18'AFG OSQ-ML-B-DA-BZ ADD NEW POLE AND FIXTURE 15909 a$ ZA PLIN P.E. 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG - ADD NEW FIXTURE 2005 Y S1 1 R1 SINGLE 1 EXISTING CANOPY FIXTURE NEW SE No. 99748 REMOVE,RELOCATE AND PATCH 676 LICENSED PROFESSIONAL ENGINEER -� 3 RAl SINGLE 3 - EXISTING POLE FIXTURE _ - _ REMOVE AND PATCH 5530 CN ZC -� 1 Y01 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 5530 DRAWN BY CHECKED BY O n 4 Y02 SINGLE 4 EXISTING CANOPY FIXTURE OUT OF SCOPE 2000 U 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 STO N E F I E LD RECEIVE® engineering&design, Ilc. �i 2 Y04 DOUBLE(2@180•) 4 EXISTING POLE FIXTURE OUT OF SCOPE 10232 El 1 Y05 SINGLE 1 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 11478 MAY 12 2022 SCALE: (H) I" = 20' t� 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986 Southold Town PROJECT ID: Planning Board NYC-210037 x 1 Y07 SINGLE 1 EXISTING WALL FIXTURE OUT of SCOPE 2138 TITLE: 1 Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 1 Y09 SINGLE 1 EXISTING POLE FIXTURE OUT OFSGOPE 10232 OVERALL LIGHTING PLAN ur v n C 20' 0' 20' 40' �i GRAPHIC SCALE IN FEET SHEET: 1" = 20' s; C4 Bank of Am e NO Cha Lighting Upgrades Southold, N York NY5-284 Parcel ID: 1000-61 .-3-7 I 53300 Main Road I Town of Southold Suffolk County, New York I o.o o.o o.o o.o UGX1 (NEW POLE) TONE IELD MH:18 engineering & design / 2.5 3.0 3.9 4.3 3.8 4.4 5.0 4.5 ♦` Rutherford, NJ • New York, NY • Boston, MA 30' RADIUS� � 0 Princeton, NJ - Tampa, FL • Detroit, MI5 ' RADIUS 2.5 2.7 3.2 4.0 4.6 4.6 4.1 3.8 3.7 4. \ ♦ www.stonefieldeng.com / 2.5 3.0 3.6 4.8 6.1 6.4 5.8 5.0 4.7 4E+44 4 + + � 584 Broadway, Suite 310, New York, NY 10012 36.8 36.8 Phone 718.606.8305 + + + + ' 1.6 2.3 3.3 4.4 7.1 10.6 7.7 5 6 1 3T3UB 1 MH: .5i • 1.3 2. + 9 + + .0 4.9 8.9 4.8 4.9 B+W Architecture - - _ _ _ B+W Architecture D.P.C. MH:9.5UB02 - - - - - - - - Y02MH: � Architecture L$1 Interior Design LSI _ Facility Planning&Design PROPOSED ATM XMH:9 USE1 45 Broadway,4th Floor 0 ❑ New York, New York 10006 Telephone: 212.966.2237 PROPOSED ATM 00 I Issue Date&Issue Description By Check 02 05/04/2022-REVISED LIGHTING CN ZC 0 [:�Efl 01 04/27/2021 -FOR PERMIT SUBMISSION AM ZC S. 0' 5' 10, 10, 0' 10' 20' S' AT S' ABOVE GRADE (HORIZONTAL) 30' AT GRADE GRAPHIC SCALE IN FEET GRAPHIC SCALE IN FEET I = 5 I" = 10' LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** UNIT CALCS 0'-5' (5FC MIN) @ 5' HORIZ SYMBOL CITY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens 1 UB01 SINGLE 1 (UBO)CPY250-B-DM-F-CI5W-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AEG RELOCATED FIXTURE's NEW LOCATION 1999 Label CalcType Units Avg Max Min Avg/Min Max/Min 1 UB02 SINGLE 1 - (UBO)CPY250-B-DM-F-CISW-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AEG ADD NEW FIXTURE-MATCH EXISTING CANOPY HEIGHT 1999 PROPOSED ATM 5' @ 60" Illuminance Fc 39.03 47.3 32.7 1.19 1.45 :.I 1 UGX1(NEW POLE) DOUBLE(2@180°) 2 1 (UGX)OSQ-M-B-16L-3OK7-5N-UL-NM-BZ/POLE MOUNT/CREE B4-UO-G3 18'AFG OSQ-ML-B-DA-BZ ADD NEW POLE AND FIXTURE 15909 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG ADD NEW FIXTURE 2005 1 R1 SINGLE 1 - EXISTING CANOPY FIXTURE - - REMOVE,RELOCATE AND PATCH 676 UNIT CALCS 30'(2FC MIN)@ GRADE 0� NE:{Z(/ E.D -� 3 RA1 SINGLE 3 EXISTING POLE FIXTURE REMOVE AND PATCH 5530 Label CalcType Units Avg Max Min Avg/Min Max/Min Cry -� 1 Y01 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 5530 PROPOSED ATM 30'@ GRADE Illuminance Fc 4.73 15.0 0.0 N.A. N.A. 4 Y02 SINGLE 4 - EXISTING CANOPY FIXTURE - - - OUT OF SCOPE 2000 - 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 L!-148 PLI N P.E. c St 2 Y04 DOUBLE(2@180-) 4 EXISTING POLE FIXTURE OUT OF SCOPE 10232 NEW Y SE No. 99748 LICENSED PROFESSIONAL ENGINEER a 1 Y05 SINGLE 1 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 11478 rRECE1 ., e�®i9�/ CN ZC 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986DRAWN BY CHECKED BY 1 Y07 SINGLE 1 EXISTING WALL FIXTUREOUT OF SCOPE 2138Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 TOWn STONEFIELD hold Boarding engineering&design, Ilc. Q -� 1 Y09 SINGLE 1 EXISTING POLE FIXTURE - - OUT OF SCOPE 10232 o SCALE: AS SHOWN y F- U Vs 0 PROJECT ID: NYC-210037 v TITLE: u, r. SECURITY LIGHTING PLAN v z- SHEET: U C5 Bankof America 40 ;o. Lighting Upgrades Southold, New York NY5-284 ParcelID: 1000-61 .-3-7 3.4 4.5 4.6 4.5 4.5 4 4 ` o 53300 Main Road �` 60' RADIUS - - - - - - - ' - / + ♦ �� '' 4.6 5.4 6.3 6.9 7.4 .5 , Town of Southold 1.7 2.7 4.0 4.6 5.1 5.7 6.2 6. 6.3 5.8 ♦` 1 + + ` Suffolk County New York / + + + + + + + + + + + + �� r + + + + + + + + + + �� / 1.3 1.9 3.1 4.1 4.5 5.6 6.3 6.3 5. 6.1 6.4 5.8 ♦ 2.5 3.3 4.4 5.8 7.1 7.8 7.2 6.5 6.2 6.7 7.8 8.7 / 1.0 1.4 2.1 3.3 3.8 4.5 6.2 6.3 6.4 7. 6.7 6.1 6.4 4.8 / 2.2 2.8 3.7 5.0 6.6 7.6 6.9 6.3 6.2 63 6.7 7.2 8.1 9.1 / + + + + + + + + + + + ` O 1 / ` rl + + + + + + + + + + + + + + _ / 0.4 0.6 0.9 1.3 2.0 2.3 2.6 3.6 2.6 7.1 0. G .1(N 4W Pig L E 2 2.0 2.6 3.1 3.8 5.1 6.4 6.2 5.8 5.9 6.3 6.6 7.1 7.4 7.7 8.0 8.5 / MH:18 / engineering & design /+ + + + + + + + + + + + + + � _ f + + + + + + + + + + + + + + + / 0.4 0.7 1.0 1.3 1.9 3.1 4.5 4.8 6.6 7.5 7.1 8.0 7.2 7.3 7.0 5.1 4.5 3.5 _ 1.7 2.2 2.6 3.2 3.9 5.1 5.3 4.7 4.5 4.3 3.9 3. 4.8 6.2 7.0 6.8 7.2 7.0 / - COMPLIANCE AREA / Rutherford, NJ • New York, NY • Boston, MA / + + + + + + + + + + + + + 50' RADIUS + + + + �� Princeton, NJ - Tampa, FL. • Detroit, MI / 0.4 0.6 0.8 1.2 1.8 2.8 4.4 5.1 6.2 7.2 7.7 7.4 7.6 7.2 6.3 5.2 4.7 3.1 ` 1.4 1.8 2.1 2.8 3.3 3.8 4.7 4.1 3.4 2.9 2.0 1.9 2. 3.3 4.2 6.1 6.0 6.1 6.6 5.1 o www.stonefieldeng.com 0.3 0.4 0.5 0.7 1.0 6.5 6.1 5.6 5.3 4.3 2.6 1.$ 0.9 1.1 1.4 1.8 2.0 2.3 2.7 01,�'2 ` ' 1 G N I� LE 3 4.0 2.9 2 � 584 Broadway, Suite 3 10, New York, NY 100 12 / �' `♦ MH:18 Phone 718.606.8305 0.3 0.3 0.4 0.6 0.8 1.2 1.9 3.3 6.0 �7JL3_ 10.0 6.2 4. 7 50 .3 4.8 3.3 2.1 1.4 fj 1 1.3 1.7 2.2 2.7 3.1 3�/ ♦ 2.0 4.3 5.2 6.5 6.4 4.7 3.7 + + + + + + + + + + U +1 MH: .5+ + + + + + / / 0.2 0.3 0.4 0.5 0.6 1.0 1.5 2.6 .29.9 9.9 4.8 .6 5. 5 3.5 2.6 2.4 2.7 a/ 1.3 1.6 2.1 2.4 2.9 / B+W Architecture / 3.4 5.1 6.5 5.7 4.3 3.4 \ - - - , + + + +MH:,9.5U60� - - - - - - - - - - Y02MH: - - - - - - - - - � / � \ B+W Architecture D.P.C. + + + + + +/ + + + + + + \ Architecture 3 0.3 0.5 0.7 0.8 1.1 1.7 4. ® .9 1 1.2 1.5 1.7 2.2 .6 3 5.5 6.2 5.0 3.8 3.0 2.3/ LSZ ' Interior Design / Facility Planning&Design 1 0.3 + 0.6 0. 0.9 MH:9 USE1 1 + + + + I + + + + + \ �O P_ I 8 1.1 1.3 1.5 1.9 \ 5.6 5.2 4.1 3.1 2.6 � 45 Broadway,4th Floor New York, New York \ + l 0 1 1 U 1 M H.7.5 Telephone:21 966. 0237 006 \ 0.4 0.5 0.7 0.7 0.3 I I .8 9 0.9 1.1 1.4 1.7 I 1 +5.0 4.1 3.3 2.6 3.2 3.9+ + + + + I - - - - - - - - - - - - i A - - - - - - - - - - - - - - ��0.4 0.5 �7 o.s o.5 M H:9.5 U 602 Y502 M H 0 LS1 I Issue Date&Issue Description By Check + 1 � o.s o.s o.s o.7 02 05/04/2022- REVISED LIGHTING CN ZC 1M H:9 USE1 01 04/27/2021 -FOR PERMIT SUBMISSION AM ZC a-1 1 a PROPOSED 7A-rhA 0.8 1.2 +.2 O / 50' AT 5' ABOVE GRADE (HORIZONTAL) 60' AT 5' ABOVE GRADE (VERTICAL) LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** UNIT CALCS 60' (1FC MIN) @ 5'VERT SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens 1 UBOl SINGLE 1 - (UBO)CPY250-B-DM-F-CI5W-UL-WH-30K/CANOPY MOUNT/CREE 61-U1-G1 9'-6"AFG - RELOCATED FIXTURE'S NEW LOCATON 1999 Label CalcType Units Avg Max Min Avg/Min Max/Min 1 UB02 SINGLE 1 - (UBO)CPY250-B-DM-F-Cl5W-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG ADD NEW FIXTURE-MATCH EXISTNG CANOPY HEIGHT 1999 PROPOSED ATM 60' @ 60"V Illuminance Fc 4.02 9.1 0.5 8.04 18.20 1 UGX1(NEW POLE) DOUBLE(2@180°) 2 1 (UGX)OSQ-M-B-16L-3OK7-SN-UL-NM-BZ/POLE MOUNT/CREE B4-UO-G3 18'AFG OSQ-ML-B-DA-BZ ADD NEW POLE AND FIXTURE 15909 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG ADD NEW FIXTURE 2005 1 R1 SINGLE 1 EXISTING CANOPY FIXTURE REMOVE,RELOCATE AND PATCH 676 �of- NE: -� 3 RA1 SINGLE 3 EXISTING POLE FIXTURE REMOVE AND PATCH 5530 �Y E.Cyr O,p -M 1 Y01 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 5530 4 Y02 SINGLE 4 EXISTING CANOPY FIXTURE OUT OF SCOPE 2000 �7. 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 ZA s PLIN, P.E. i 2 Y04 DOUBLE(2@180°) 4 EXISTING POLE FIXTURE OUT OF SCOPE 10232 NCYY Y SE NO. 99748 LICENSED PROFESSIONAL ENGINEER 1 Y05 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 11478 CN ZC 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986Ir DRAWN BY CHECKED BY 1 Y07 SINGLE 1 EXISTING WALL FIXTURE F` - OUT OF SCOPE 2138 ».. 1 Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 STO N E F I E LD i � engineering&desi n Ilc.' 1 Y09 SINGLE 1 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 10232 en g S S ' 6 X �� ® SCALE: (H) I" = 10' 0 �- MAY 1 2022 PROJECT ID: NYC-210037 r� tout 6-I Town TITLE: r Planning Board P h u� SECURITY LIGHTING PLAN h fY 10, 0' 10, 20' U GRAPHIC SCALE IN FEET SHEET: 1" = 10' C 6 ¢f LIGHT INSTALLATION NOTES PLAN REFERENCE MATERIAL -- 23' MOUNTING HEIGHT I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: 23'LIGHT POLE • BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY GALLAS SURVEYING GROUP,DATED JANUARY 16,2019. ■ ®'�►� 4"ASSUMED POLE DIAMETER • 2019 EXTERIOR LIGHTING PROGRAM PLAN SET ENTITLED"NY5-284,53300 MAIN RD.SOUTHOLD,NY",PREPARED BY 0 co-t n ERE of A m e"I C CONTRACTOR RESPONSIBILITY NOTES: LIGHTING CONTROL NOTES: GENERAL NOTES: 24"FOUNDATION DIAMETER GMR AND DATED 02/10/2021. 6'FOUNDATION DEPTH • AERIAL MAP OBTAINED FROM GOOGLE EARTH PRO,DATED 6/29/2018. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTNG, INCLUDING COORDINATION THE CONTRACTOR SHALL VERIFY THE CONTROLS FOR ALL EXTERIOR LIGHTING ON THE SITE 1. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED SEE PLAN FOR NUMBER #3 REINFORCING TIES AT 12"C-C 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY WITH THE LOCAL JURISDICTION AND ANY ASSOCIATED PERMIT FEES OR PROCESSING. (EXCLUDING SIGNAGE)AND ADJUST ACCORDING TO THE FOLLOWING: AMOUNT OF INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH AND ORIENTATION (6)#5 VERTICAL REINFORCEMENT BARS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF CONTRACTOR SHALL NOTIFY GMR UPON RECEIPT OF PERMIT. . IC3 CONTROL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING OF FIXTURES i THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. Lighting 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING DOCUMENTS THAT ARE CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED THE BID AND ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATIONNOT INCLUDED IN THE LIGHTING DESIGN PACKAGE.THESE INCLUDE, BUT ARE NOT N D N SHALL BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT, MATERIAL 30' MOUNTING HEIGHT GENERAL NOTESUpgrades LIMITED TO, STAMPED ELECTRICAL DRAWINGS, STAMPED POLE BASE DRAWINGS, BY THE CORRECT IC3 CIRCUIT. WHERE EXTERIOR LIGHTING IS I CLUDE 0 OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING CONTROL CIRCUITS FOR INTERIOR SYSTEMS, INTERIOR LIGHTING, OR EXTERIOR MOUNTING ARM BY 30'LIGHT POLE AND PROFESSIONAL SURVEYS. I. THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND PROPOSED SITE CONDITIONS. LIGHTING MANUFACTURER ' 3. SHOULD STAMPED PHOTOMETRIC DRAWINGS BE REQUIRED, CONTRACTOR SHALL SIGNAGE, CONTRACTOR SHALL ADJUST EXTERIOR LIGHTING TO THE CORRECT F, i 8"ASSUMED POLE DIAMETER WORK(DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. ENGAGE LOCAL ENGINEER OR LIGHTING DESIGNER AS REQUIRED TO PROVIDE STAMP CONTROL CIRCUIT AS REQUIRED. 2. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, _ 30"FOUNDATION DIAMETER THE BANK'S CURRENT SECURITY POLICY FOR EXTERIOR ATM AND AFTER-HOUR � i SHOULD ANY EXISTING SITE CONDITION DIFFER FROM THAT IDENTIFIED HEREIN, THE CONTRACTOR SHALL NOTIFY ON GMR PHOTOMETRIC DESIGN DOCUMENTS. w LIGHT POLE BY LIGHTING 6'-6"FOUNDATION DEPTH STONEFIELD ENGINEERING IMMEDIATELY PRIOR TO THE START OF CONSTRUCTION.• PHOTOCELL CONTROL: DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE _ „ 4. CONTRACTOR SHALL PROVIDE THE BANKING CENTER NOTIFICATION AT LEAST ONE MANUFACTURER #4 REINFORCING TIES AT IT. 2 C-C WEEK IN ADVANCE OF VISITING SITES OR STARTING WORK. CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN A ZONES. O 2. ALL CONTRACTORS WILL,TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS INCLUDING Southold, SEENOTE 7 8 #5 VERTICAL REINFORCEMENT BARS Ne Y ( > w ork 5. CONTRACTOR SHALL VERIFY VOLTAGE REQUIREM=NTS FOR FIXTURES PRIOR TO LOCATION BEST SUITED TO PROVIDE APPROPRIATE LIGHT EXPOSURE SUCH THAT 3. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY F- ( ) ENGINEERING, LLC. AND ITS SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING rk- PLACEMENT OF FIXTURE ORDERS. EXTERIOR LIGHTS ARE ON DURING DARKNESS. LIGHT FIXTURES THAT IMPACT THE 60' RADIUS AROUND ALL ATMS AND A Z ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED 6. CONTRACTOR TO VERIFY LIGHTING CONTROLS PRIOR TO BEGINNING CONSTRUCTION. RADIUS OF 50' AROUND ALL AFTER-HOUR DEPOSITORIES. CONSIDERATION Z) i ELECTRIC CONDUIT TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY STUB UP MINIMUM 12" INSURANCE,AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE. SEE LIGHTING CONTROL NOTES. MUST BE GIVEN TO TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM E HANDHOLE WITH 7. CONTRACTOR SHALL RECEIVE FORMAL APPROVAL FROM GMR ON ANY FIXTURE CONTRACTOR SHALL VERIFY LOCATION OF TIME CLOCK. IF TIME CLOCK IS IN AND FUTURE GROWTH. ALL LANDSCAPING WORK WILL BE PERFORMED BY COVER 3. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS NYJ-�S4 MODIFICATIONS OR VARIATIONS FROM THE LUMINAIRE SCHEDULE. ELECTRICAL ROOM ALONG WITH IC3 CONTROLS, CONTRACTOR SHALL ADJUST OTHERS WITH A SEPARATE PERMIT(IF REQUIRED). APPROVAL IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING. 8. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED FIXTURE MOUNTING CIRCUIT TO BE CONTROLLED BY IC3 EXTERIOR LIGHTING CONTROLS. IF TIME CLOCK 4 ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE 4. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION. . . CONDITIONS IN FIELD.ANY SPECIAL MOUNTING HARDWARE NEEDED FOR PROPOSED IS IN A REMOTE LOCATION NOT IN CLOSE PROXIMITY TO THE IC3 CONTROLS, 5. CONTRACTOR TO FIELD VERIFY FIXTURE PLACEMENT DIMENSIONS PRIOR TO ANCHOR BOLTS AND HIGH-STRENGTH 5. ALL CONCRETE WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER Parcel ID: 1000-61 .-3-7 FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ON CONSTRUCTION. BASE PLATE BY LIGHTING NON-SHRINK CONDITIONS. 9. CONTRACTOR SHALL SUPPLY ALL NEW LIGHT POLES.NEW LIGHT POLES SHALL MATCH TIME CLOCK CONTROL. 6. DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY, MANUFACTURER i GROUT 6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT 53300 Main Road EXISTING CONDITIONS ON SITE FOR POLE TYPE AND PAINT COLOR. CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT 10. CONTRACTOR SHALL ORDER ALL FIXTURES FROM SHEALY ELECTRICAL WHOLESALERS • MANUAL CONTROL: UNLESS OTHERWISE NOTED ON THE DRAWING. FROM THE OWNER OF THE PRIVATE PROPERTY. IN ACCORDANCE WITH BANK OF AMERICA NATIONAL ACCOUNT. 7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED CURB OR EDGE 36" I"CHAMFER CONTRACTOR SHALL VERIFY THAT NO EXTERIOR LIGHTING IS CONTROLLED 7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS Town of Southold 11. CONTRACTOR SHALL PERFORM ALL NECESSARY PATCHING OR REPAINTING FOR CONDUIT WHERE POSSIBLE. IF EXPOSED CONDUIT IS NECESSARY, THE OF PAVEMENT LANDSCAPING 1„ MANUALLY. IF ANY EXTERIOR LIGHTING IS ON A MANUALLY CONTROLLED CIRCUIT, .._ a IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS ADDED,REMOVED,OR REPLACED FIXTURES. CONTRACTOR SHALL ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3, CONTRACTOR SHALL VERIFY USE WITH PROJECT MANAGER. \\ \/\\/\\/\\/ ,/\\/\\/\\ \/\\ EXISTING CONDITION AT THE CONTRACTORS EXPENSE. 12. CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS BACK TO EXISTING CONDITION 8. ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED Suffolk Count New York INCLUDING PAVED AREAS,LANDSCAPED AREAS,ETC. WHICHEVER IS MOST ECONOMICALLY ACCOMPLISHED. LIGHTS WILL ALSO BE LED,UNLESS OTHERWISE NOTED. y �I a 1� I 8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER Y� 9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. I ° I ° REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD WILL REVIEW IN ACCORDANCE WITH THE DESIGN INTENT AS 13. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT _ _°f, REFLECTED WITHIN THE PLAN SET. HOURS. ALL FIXTURES MUST IT FUNCTIONAL DURING NIGHT HOURS PRIOR TO 10. UNLESS OTHERWISE NOTED,MATCH EXISTING POLE BASES. �-j�'° I T MIN. 9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC SCHEDULING A FINAL SURVEY WITH GMR. ADDITIONAL CONTRACTOR NOTES: 14. CONTRACTOR SHALL PROVIDE BEFORE AND AFTER NIGHTTIME PHOTOS OF THE SITE. CONSTRUCTION COMPLETION VERIFICATION 1° `'4jj I CONTROL DEVICES,LATEST EDITION. 15. CONTRACTOR SHALL UTILIZE THE "BOA ELP INCENTIVE SITE SURVEY FORM" TO FIXTURE CLARIFICATION NOTES: 3 TIES AT 1- --J+-- <l° 10.THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL PROVIDE VERIFICATION I DOCUMENT THE EXACT DETAILS OF EACH FIXTURE BEING REMOVED FOR REBATE 4"C-C ° yl� ,J QUALITY STANDARDS. IN WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING ��__ AND ENERGY SAVINGS CALCULATION PURPOSES. TO THE CONSTRUCTION DOCUMENTS AND THAT ALL EXTERIOR LIGHTING IS 1. OUT OF SCOPE - EXISTING FIXTURES TO REMAIN ON SITE WITHOUT = I°° �__� --____-__� 1I.THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE - COMPACTED SUITABLE 16. CONTRACTOR SHALL RECEIVE A PUNCHLIST FROM GMR UPON FINAL SURVEY FOR MODIFICATION. NO ACTION REQUIRED UNLESS NOTED OTHERWISE. ,y, APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING ANY REMAINING ITEMS TO BE COMPLETED. FUNCTIONING DURING NIGHTTIME HOURS. COMPLETION PHOTOS, TAKEN AT NIGHT, 2 REMOVE AND PATCH - EXISTING FIXTURES TO BE FULLY REMOVED AND ANY C I d aI BACKFILL TO 95%OPTIMUM 0 H E L SHALL BE PROVIDED IN THE FOLLOWING FORMAT: PERMITS. Z VERTICAL I I ° DRY PROCTOR DENSITY IN PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND 12.SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING AND DESIGN LLC BE PRESENT ON-SITE AT ANY TIME DURING engineering & design O LIFTS M LESS THAN 9"OF CONSTRUCTION,IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING: PERFORMED BY CONTRACTOR. REINFORCEMENT BAR$ i_d --a -�-1 • SITE PHOTOS FROM ALL SIDES OF BUILDING 3. REPLACE EXISTING FIXTURE - EXISTING FIXTURE TO BE FULLY REMOVED AND Q EQUALLY SPACED 1 I 3"CLEAR COVER UNCOMPACTED SOIL IN THE NOTES WITHIN THIS PLAN SET. REPLACED IN THE SAME LOCATION WITH A NEW FIXTURE. CONTRACTOR TO Z FOR ALL REBAR • MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA (ATM(S), AFTER-HOUR VERIFY IF POLE AND/OR POLE BASE IS SUFFICIENT FOR THE NEW FIXTURES.ANY D 1' -1 DEMOLITION NOTES Rutherford, NJ • New York, NY • Boston, MA DEPOSITORIES,ASSOCIATE ENTRY)FROM DIFFERENT ANGLES O CAST-IN-PLACE I i° Princeton, N • Tama F PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND CONCRETE ROUND PIER I I. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE J Tampa, L ' Detroit, MI • MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT PERFORMED BY CONTRACTOR. FOUNDATION,3000 PSI ) - ANGLES 4. ADD NEW FIXTURE-NEW FIXTURES TO BE ADDED. ANY PAINTING, PATCHING REMOVED. www.stonefieldeng.com OR ELECTRICAL WORK NEEDED TO BE ASSESSED AND PERFORMED BY AIR-ENTRAINED a Q•.° i• REINFORCEMENT 2. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING g CONCRETE AT 28 DAYS CONTRACTOR. TIES SPACING ITEMS TO BE DEMOLISHED AND/OR REMOVED.THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE OTHER SITE PLAN AND GC SCHEDULING 5. ADD NEW POLE & FIXTURE - A NEW POLE AND FIXTURE TO BE ADDED. �- ' (12"OVERLAP) GEOTECHNICAL DOCUMENTS AND ASSOCIATED REPORTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL • PROHIBITED WORK HOURS: WORK IS PROHIBITED MONDAY THROUGH FRIDAY C FOUNDATION CONTRACTOR TO SPECIFY POLE TO MATCH EXISTING STYLE AND COLOR AND,IF TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. 5H4 Broadway, Suite 310, New York, NY 10012 FROM 8 A.M. TO 4 P.M. AND ON SATURDAY FROM 8 A.M. TO 1 P.M. LOCAL NOT PROVIDED, POLE BASE DATA FOR NEW POLE LOCATIONS. CONTRACTOR DIAMETER 3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES. Phone 7I H.6O6.H3OS MUNICIPALITY REQUIREMENTS AND INSPECTION PROCESS TAKE PRECEDENCE AND TO VERIFY IF POLE AND POLE BASE IS SUFFICIENT FOR THE HEIGHT, LOCATION 4. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR SHOULD BE COORDINATED PRIOR TO STARTING WORK. AND FIXTURE SPECIFIED. LIGHTNING GROUND ROD AND ALL QUALITY STANDARDS. • PROVIDE PROGRAM SCHEDULE, COORDINATED SCHEDULE WITH ALL AWARDED 6. GMR DOES NOT SPECIFY MOUNTING HARDWARE FOR ANY SPECIFIED FIXTURES. ELECTRICAL COMPONENTS TO COMPLY 5. UNLESS AT THE WRITTEN CONSENT OF BOTH THE OWNER AND GOVERNING AGENCIES,EXPLOSIVES SHALL NOT BE USED.SITES. SCHEDULE SHOULD INCLUDE CREW ASSIGNMENTS AND CONTINGENCIES FOR CONTRACTOR IS TO WORK WITH DISTRIBUTOR AND/OR MANUFACTURER ON A - WITH NATIONAL ELECTRIC CODE BEFORE THE START OF ANY EXPLOSIVE PROGRAM, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, B+W Architecture DELAYS. CASE BY CASE BASIS TO IDENTIFY AND ORDER REQUIRED MOUNTING - AND FEDERAL PERMITS.ADDITIONALLY,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED HARDWARE. LIGHT POLE INSTALLATION DETAIL 6. AND ANY DAMAGES THE RESULT OF SAID DEMOLITION PRACTICES. B+W Architecture D.P.C. • INCLUDE CONSTRUCTION KICKOFF MEETING WITH FINANCIAL CENTER MANAGER, 7, CONTRACTOR TO VERIFY WHETHER EXISTING WIRING LOCATIONS OR THE ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE CBRE MOBILE ENGINEER,AND CBRE FACILITY MANAGER. ADDITION OF WIRING FOR NEW FIXTURE LOCATIONS IS SUFFICIENT FOR THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY • PROVIDE TRENCH SKETCH FOR REVIEW. DESIGNATED FIXTURE LOCATION. NOT Toscn�e AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS Architecture 8. CONTRACTOR TO SPECIFY POLE COLOR AND TYPE PRIOR TO ORDERING. NOTES: ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND Interior Design • IF IMPACT TO THE DRIVE THRU LANE, DETAILED DATES OF WORK INCLUDED IN 9. ALL FIXTURES ARE ASSUMED BRONZE IN COLOR UNLESS NOTED OTHERWISE IN I. MINIMUM SOIL BEARING PRESSURE OF 1500 PSF,SOIL FRICTION ANGLE OF 30 DEGREES,AND SOIL DRY UNIT WEIGHT OF COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT Facility Planning& Design SCHEDULE. THE LUMINAIRE SCHEDULE. CONTRACTOR TO CONFIRM PRIOR TO ORDERING. 120 PCF SHALL BE CONFIRMED IN THE FIELD BY A QUALIFIED PROFESSIONAL. DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE 2. CAST-IN-PLACE CONCRETE SHALL BE CONSOLIDATED USING VIBRATOR. CONDITION. 45 Broadway,4th Floor 3. ALL REBAR TO BE NEW GRADE 60 STEEL. 7. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON-SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES New York, New York 10006 4. PRE-CAST PIERS ACCEPTABLE UPON WRITTEN APPROVAL OF SHOP DRAWING BY ENGINEER. SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR IS Telephone: 212.966.2237 5. CONCRETE TO BE INSTALLED A MINIMUM OF 7 DAYS PRIOR TO INSTALLING LIGHT POLE. POURED CONCRETE MIX RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REQUIRED TO OBTAIN 80%OF DESIGN STRENGTH PRIOR TO INSTALLING LIGHT POLE. REGULATIONS. 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4"(WITHIN I"TOLERANCE). B. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING 7. POLE SHALL BE RATED FOR 10 MPH HIGHER THAN MAXIMUM WIND SPEED 33FT ABOVE GROUND FOR THE AREA BASED UTILITIES THAT HAVE BEEN CAPPED,ABANDONED,OR RELOCATED BASED ON THE DEMOLITION REQUIRED IN THIS PLAN ON ANSI/ASCE 7-93. SET.THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING THE SITE PLAN IMPROVEMENTS. I Q 8. POUR TO BE TERMINATED AT A FORM. Il Issue Date&Issue Description By Check 9. WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER CONDITIONS. GRADING NOTES 10, CONTRACTOR TO TEMPORARILY SUPPORT ADJACENT SOIL AND STRUCTURES DURING EXCAVATION IF REQUIRED O2 05104/2022-REVISED LIGHTING CN ZC 2 I. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE,AND 01 04I27/2021 -FOR PERMIT SUBMISSION AM ZC FEDERAL REQUIREMENTS. GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF ALL THE MATERIAL BROUGHT TO THE SITE. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING EXCAVATION ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES,TO ENSURE THE STRUCTURAL INTEGRITY OF SURROUNDING STRUCTURES AND STABILITY OF SOILS. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4" TO 7" ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. CONTRACTOR TO SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO STONEFIELD FOR REVIEW AND APPROVAL PRIOR TO POURING CURBS. 4. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS: CURB GUTTER: 0.50% CONCRETE SURFACES: 1.00% ASPHALT SURFACES: 1.00% 5. POSITIVE DRAINAGE OF 1%MINIMUM SLOPE SHALL BE PROVIDED AWAY FROM ALL BUILDING. EROSION AND SEDIMENT CONTROL NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS. LANDSCAPING NOTES I. CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS AND LANDSCAPED AREAS TO MATCH EXISTING CONDITIONS. 2. DISTURBED LAWN AREAS SHALL BE RESTORED WITH 4"OF TOPSOIL AND SEED. 3. MULCH AREAS SHALL BE RESTORED WITH A MINIMUM OF 3"OF MULCH 4. MAX 3:1 SLOPE ALLOWED IN LANDSCAPE RESTORATION AREAS. 5. CONTRACTOR REQUIRED TO LOCATE ALL SPRINKLER HEADS IN AREA OF DISTURBANCE PRIOR TO CONSTRUCTION. CONTRACTOR TO RELOCATE SPRINKLER HEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTION WITHIN AREAS OF DISTURBANCE. 6. CONTRACTOR TO RE-GRADE DISTURBED LANDSCAPED AREAS TO MEET GRADE AT WALKWAYS AND TOP OF CURB ELEVATIONS EXCEPT WHERE A WALL IS NOTED ON PLANS. NO ABRUPT CHANGES IN GRADE PERMITTED IN DISTURBED AREAS. UTILITY NOTES 1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION of NE IN Y AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A CONFLICT EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE ^Y l CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING AND DESIGN LLC IMMEDIATELY IN WRITING. 1 1 WARNING TAPE WITH METALLIC A-1 s PLI N, P.E. LOCATOR STRIP TO BE INSTALLED NEW Y SE No. 99748 WITH ELECTRIC CONDUIT EXISTING GRADE LICENSED PROFESSIONAL ENGINEER 4' 9 CN ZC BACKFILL WITH DRAWN BY CHECKED BY a SUITABLE EXCAVATED MATERIAL;MATERIAL STONEFIELD\j TO BE COMPACTED 18" LAWN AREA) /\ THOROUGHLY engineering&design, Ilc. 24"(PAVEMENT) j/\ SCALE: AS SHOWN e /\\j/\ ::., :. • •: \/ PROPOSED CONDUIT . ::._.: , . .::.: ': :` , : \ PROJECT ID: NYC-210037 .,.: '.; .. \; I �P �D TITLE: C,> ;`Ni\`�i�`�i�`\/i\`�i\`�i�`ii MAY 12 2022 NOTES & DETAILS T PLUS UTILITY DIAMETER I- Southold Town Planning Board U ELECTRICAL CONDUIT TRENCH DETAIL SHEET: L NOT TO SCALE C7 3 - - - - - - i TYPE UGX-OSQ-ML-B-DA-BZ&OSQ-M-B-16L-30K7-5N-UL-NM-BZ SEC EDG 3M WM 02 E-UL BZ 350 30K TYPE UBO CPY250 B-DM-F-CI5W-UL-WH-30K GC TO VERIFY THAT FIXTURES CAN BE MOUNTED PER PLAN AND ALL NECESSARY CPY Series - Version B GC TO SEE NOTES BELOW OSQ SerleS PRIOR TO PURCHASING HARDWARE IS SPECIFIED FOR INSTALLATION Cree EdgeT"' Series TYPE USE CPY250®LED Canopy/Soffit Luminaire Rev.Date:V16 09/25/2020 OSOTM LED Area/Flood Luminaire featuring Cree TrueWhite®Technology-Medium&Large Rev.Date:V5 09/14/2021 LED Security Wall Pack Luminaire Product Description Product Description OSO-ML-B-DA Mount GC TO SEE NOTES BELOW Product Description CONTRACTOR TO SEE NOTES BELOW The CPY2500 LED Canopy/Soffit Luminaire has an extremely thin profile constructed of rugged cast The OSOTM Area/Flood luminaire blends extreme optical control,advanced thermal management ��+'�wa;;:r:,;;; The Cree EdgeTM watt mount luminaire has a slim,tow profile design.The luminaire end caps are .��.,�� :. L l �1 1 T t n Upgrades aluminum.It can be surface mounted easily from below the canopy deck and can be pendant mounted.Direct DM Mountand modern,clean aesthetics.Built to last,the housing is rugged cast aluminum with an integral, �•--;� .�:.�--� made from rugged die cast aluminum witV integral,weathertlght LED driver compartments and high .l __ g g imaging of the LEDs is eliminated with a highlyefficient patterned flat or 0.91"123mm1 drop glass lens. weathertlght LED driver compartment.Versatile mounting configurations offer simple installation. _ - �^-_ performance aluminum heat sinks speclfi:atly designed for LED applications.Housing is rugged - Applications:Petroleum canopies,CNG fueling stations,soffits _ Its slim,tow- rofite design minimizes wind load requirements and blends seamless) into the site - aluminum.Includes a lightweight mountir box for installation over standard and mud ring single an pP P 9 P 9Y9 9 9 gang Performance Summaryproviding even,quality illumination.The 6L lumen package is a suitable upgrade for HID applications J-Boxes.Secures to wall with four 3/16"(!vim)screws(by others).Conduit entry from top,bottom, r a�' 1 . _ - - up to 250 Watt,and the 11L lumen package is a suitable upgrade for HID applications up to 400 Watt. .3 sides and rear.Allows mounting for uptight or downtight.Designed and approved for easy Assembled in the U.S.A.of U.S.and imported parts The 22L lumen package is a suitable upgrade for HID applications up to 750 Watts,and the 30L lumen through-wiring.Includes leaf/debris guard. package is a suitable upgrade for HID applications u to lers Watts. — OSOM:2.2"1635mm1 A lications:General area and security li htin Southold, CRI:Minimum70CRI � r'' pg P9 PP p OSDL:27.2"1691mm1PP Y 1gNew York � - � Applicationat Parking lots,walkways,campuses,car dealerships,office complexes,tunnels, CCT;3000K(+/-300K) Flat Lens underpasses,and internal roadways Limited Warranty*:10 years on luminaire/10 years on Colorfast DeltaGuard®hm Performance Summary (205mm) Performance Summary IP66 Rated(Direct Mount only) Utilizes Cree TrueWhite®Technology on 5000K Luminaires 19 0" i' © - (�ml Patented NanoOptice Product Technology 'See http.//craebght,ng.com/war,,,tyl,rmr,&,ty leans NanoOpticO Precision Delivery GridTM optic (482mm) - �-{ Made in the U.S.A.of U.S.and importeQ parts 18.3. /�/ GC TO VERIFY THAT Assembled in the U.S.A.of U.S.and imported parts CRI:Minimum 70 CRI 1464mm1 ) jj NY✓S—L 84 FIXTURES CAN BE MOUNTED PER PLAN AND Initial Delivered Lumens:4,000-30.000 3.1 (79mm1 CCT:4000K l+/-301 5700K(+/-51 standard 1 ALL NECESSARY HARDWARE IS SPECIFIED Efficacy:Up to173LPW ® Limited Warranty':10 years onluminalre/10 years on Colorfast DeltaGuard•finish ' Parcel ID: 1000—//�V11 .—✓^{— /7 FOR INSTALLATION PRIOR TO PURCHASING NEMA 7-Pin Photocell Accessories CRI:Minimum 70 CRI(3014000K&5700K);90 CRI(501 Receptacle location •seehnp/A�ghtingcreecom/warrantyfnrwarranryten„s )ordered as an option) 5 3 3 00 Main Road Field-Installed � 0.911• �— CCT:3000K,4000K,SOOOK,5700K CONTRACTOR TO VERIFY THAT FIXTURES CAN BE Drop Lens�— 15ommm , ® �— MOUNTED PER PLAN AND ALL NECESSARY Direct Mount Luminaires Flat Glass Lens Limited Warranty:10 years on luminaire;10 years on Colorfast DeltaGuard finish;up to 5 years for 4.0- 4.9• HARDWARE IS SPECIFIED FOR INSTALLATION PRIOR 4 CanopyUpgrade Kits(18 ga.steel,except where noted) Snase•accessories;)year on luminaire accessories 1102mm1 CPY-AP304•-for use with CreeLi Lighting CAN-304luminaires,16 a.5052 Gasket to Seat 3/4"119mmlNPT Y P Y -.-=-Y� - (124mm) 4.1" aluminum 9 g g u to4.25'(1Camm) Conduit Entry Accessories TO PURCHASING Town of Southold P •See hnp/[creeligMmg c9m/warranty for warranty terms.For Synapse accessories,consult Synapse spec sheets for details on warranty terms. (1 D4mm) Canopy Cutout ---- y XA-BXCCMW-for use with!et-Philips.21.60"1549mm1 square,white } Ordering Information Field-Installed XA-BXCCNW-for use with Elsco Franciscan.22.06"1560mml square,whir • • ( Fully assembled luminaire is composed of two components that must be ordered separately: Suffolk C N Y XA-BXCCPW-for use with LSI Dakota or Masters,22,50"1,72mm)square f - e - - - j 72` 15.0" ExampleMount:050-ML-B-AA-BK+Luminaire:OSOM-B-4L-30K7-2M-UL-NM-BK BlydSplkes Hand-Held Remote aunty, New or wh XA-B%CCOW-for use with Whneway Riviera or Rig-A-Life,20.60'1523mn1 1183mm1 • 138Krel Luminaire Weight XA-BRDSPK XA-SENSREM square,white • p Y 4 -------- --------"--------"---------_ LED Count 1x101 Dim."A" Weight -- j Mount)Luminaire must be ordered se aratell -For successful of the programmable multi-level XA-BXCCRW-for use with Eare Mari 18.06"t459mm)square,white • OSOM 2691bs.I73.1 kg1 option,a minimum of one hand-held remote is required 9 XA-B%CCSW-for use with L51 Richmond or Whneway Civic,23.00'(584mm)L DSO- '- - OSOL 32.41bs.U4.7kg1 02 j 99'1251mm1 201os.19.1 kg1 x 13 00"1330mm1 W.white —11.0' F--- Mauntswlth 4 -"' Direct Mount Junction Box/Stem Kit Supplied Self-Sealing 1279mm1 OSO-ML-B-AA Adiustable Arm Color SV Silver BZ Bronze tote Refertopageltfnriixture mounting drill pattern.For additional mounts,refer 04 11.9"13D3mm1 22 tbs.11 D.Okgl XA-B%CCJBOX-6.0"1152mmIHx3/4"119mm1 NPT Stem Sheet Metal Screws OSO•ML-B-OA Dvec[Arm Option s: BK Black WH White mdmr. abeginning on page 19 ---- - Watertight OSO-ML-B-TSP Transportation Mount(stainless steel:do not specify color) COLOR TO MATCH 06 _t 13.9"1353mml 25 tbs.111.3kg) -Rated for feed through 8 14 in,4 out)1t 12 AWC conductors .O50-ML-B-TM Trunnion Mount FIXTURE Reference EPA and parr,conkgurehon sndabddv data beginning on page 10 08 15 9"1404mm1 271bs.112 2kgl Direct Mount Beauty Plates Weight R i XA-BXCCBPW-26 17"1665mm)8eauf Plate 0r 118 a steell,while Y Y 9 nsros Is 7kg1 I 10 17.9"1455mm1 31 tbs 1141kgl XA-BXCCBP612W-26.17"1665mm1 Beauty Plate 118 ga steell w/12"(305mm1 - - ------�—-------J I LUntlOalre(Mount must be ordered SBParatelyl ------_��- ------ BackerPlatehbgastectl,white L-______._ .—..__-_.__.______—_-_.__..-__________.._._________—. - -_____._—________...____._____.___—._ __ — — 12 199"1505mm1 }32 tbs.114.5kg) - -For use in canopies where deck o larger than what is required far osO e CONTRACTOR TO __---_ -_—__.__.__.__ _._-_-.-__ pi pening is g quir I ONEIIIIIIIIIIIIIIIIII I � LD mounting the CPY250luminairs Maximum deck opening 1075"x 15" �F, _Lumen {� calgr I CONTRACTOR TO VERIFY REFERENCE PLANS - • • • F mlly Sire S rl CCT/CRI optic 1 voltage Mourn Con l Optio e „ „Q p- l-BXCCB375mm1 Parwa✓ _ i —{ opuene� AND SPECIFY IF NOT UL FOR COLOR DESIGNATION - engineering lX ��SIgI1 XA-BXCCBPBI6W-26.17"1665mm)Beauty Plate 118 Be steell w/16"(406mm) Os0 N B tf diu__ 30K7 A9�mmetrlc UL NM BK PML Programmable Multi•Levai to 40' 20KV 21kWl0kA Surge Suppression Backer Plate 116 ga Steel),white Metlium 4L 3nBaK, 2M' unwersal No Mount Black Mountln Nei fit For use in canopies where deck opening is larger than what is required for 9 9 -Replac¢s standard lOkVsurge protection \ L 4,000 70CRI Type 120-277V -Mustspecilymaunt g2 ( -PelertoPMLspecsheet for detalls F Fuse OrderingInformation mounting the CPY250 luminaire.Maximum deck open:nq 12"x 15" La lumens 11 311 from table above -Intended for cl-alight ht applications I(�rge UH sv 9 -Corn Compatible with 121277V or 347V phase to neutral) 1305mm x375mm1 6L acgaK, r nl Medium -Mourn ship, gy at o'tiu p P Example:SEC-EDG-2M-WM-06-E-UL-SV-700 Type Universal Ps -Consuitfactorydfusing,,required far 21240Vor480V Rutherford NJ • New York, NY • Boston, MA 'Must specify color ------� -- -- 6,000 70 CRI 6M' 347-480V s¢parately Silver PML2 Programmable Muld-Level,10-30' Lumens ii Type IV Medium .Not WN Mounting Height (phase to phase) j SEC-EDG WM E I 7 Ordering Information 91. S000K, evadable White Refer to PML Ni,,sheet for details Refer to PML soec sheet for avadabi(ity with PMLoptians 9 9,000 90CRI RY_.4SCS wrth4Lor ntendedfar downbghtappl¢atians When code didatesfusing,use bmedelay full LED Color Drive Princeton, NJ Tampa, FL Detroit, MI Example:BXCC9095& Lumens 57K7 5M 6Llumen at0-nit R NEMA•7-Pin Photocell Receptacle Product Optic Mounting Count Series Voltage Options 17L 5701 Type V Medium packages '09/0B/07/06/05/04/03/02/01 -7-pin receptacle per ANSI C13641 1x101 Options Current BXCC9095& 000 70 CRI 5N FieldAdluatableOutput Intended for downlightappi-henswithmanneum45'tilt — -- — "—�— -- www.stonefieldeng.com Lumens Type -Must sated 09,De,07,06,05.04,03, -Factory connected o-109 dim leads SEC-EDO 2M WM 02 E UL BK j 350 j DIM 0-tOVDimminp I. rvarrow 02 arm -IB"1457mm1 seven-candudor cord exits luminaire TypellMedium Watt Mount 04 Universal Black 350mA -Control by others Product Version i MountingOptic Input Power Designator Voltage Color CCT 16,000 so -Offers fuurange adlustabilit -Requires phouceltor shorting cap by others 2MB 06 120-277V BZ i 525 -Refer to Pi soec sheet for details p p g B Lumens Type V square y N3 -Refer to pages 12-18 for power and RL Retail,Left Type II Medium w/BLS pg UN Bronze 525mA -Can't exceed specified drive current Narrow Flood lumen values -LEO and optic are related to the left 25 70 Universal SV -Available with 20-80 LEDs F Fuse CPY250 B DM F C UL WH 30K 2LM 33 -NotivadahlewnnPML.,Pioptions, -RefertoRR/RLconfigurabondiagramanpage19foroptic Type11Short 12 347-48DV Silver 70D -RefertoMLsoecsheet for availability with 584 Broadway, Suite 310, New York, NY 10012 Direct Flat Lens -With Special Limiter Universat White 3000K NEMA^3x3 XB/X7/X6/X5/X4/x3/X2/Xl directionality 25B 34 WH 700hi options 15W 120-277V j Lumens 44 Locked Lumen output Not for use with symmetric optics Type II Short w/BLS j 347V White -Available with 20-60 LEDs -Available with UL voltage only nly 30L NEMA°4x4 -MustselecladdX8,X7,X6,X5.X4,X3, IRR RotataRight I 3M -WheAvaincleedictatesfu fusing, time Phone 718.606.8305 30,000 55 X2,or X1 -LED and optic are rotated to the tight ( Type 111 Medium li -Wheneode dictates fusing,use time delay fuse GC TO VERIFY VOLTAGE umens NEMA°5x5 Nolavallablewith22130L[.men Referto RR/Rlconfigurafiontliaq ram onpage19foroptic 3MB MIL Mufti-Level 66 Packages mrechonaldy Type 111 Medium w/BLS -Refer to Ml spec sheet for details AND SPECIFY CHANGES GC TO REFERENCE NEMA°6x6 Not avaeble with PML a,PML2 option. Net far u,a wit h symmetric optics AM ntendedlordownbghtapphcahonswith0° �t BASED UPON FIELD PLANS FOR COLOR 75 Lumen autputiepe ii—thlockedt, Type IV Medium P PhotocRefer It CONDITIONS DESIGNATION NEMA°7x5 the let,,Ri.Pg6el¢eted 4Ma MustaoMLsULor3 voltagt for vailabiliywithMLoptions +W Architecture -Refers es 12-18 fa o rand -Mus[sperify UL or 34 voila o paq rp we Type IV Medium w/BLS 9e I lumen values PML Programmable Multi-Level GC TO VERIF GC TO REFERENCE I -Refer to PML spec sheet for details I AND SPECIFY PLANS FOR COLOR 40K 4000K Color Temperature-Intended for downtight applications with D°lilt B+W Architecture D.P.C. IF NOT'UL DESIGNATION Minimum 70 CRI --- men-vall-------------- -- -------- -----— -Color temperature per luminaire •Lumen Package codes ttlenhfy approximate tight output only Actual lumen output levels vary by CC T and optic selection Referto Initial Delivered Lumen tables for specilic lumen ues •Available with Backlight Shield when ordered with field-installed accessory Ise.table ab,v,l Architecture •'Luminaire comes standard with 0-10V dimming Interior Design e -' ° CREE LIGHTING RoHB r , Rev. =M Facility Planning&Desi n U� us �� us CREE= CREE " LIGHTING® �� s ' C y g g nine. US:creetiahtina.com (80 01 236-6 80 0 U5:Ughting.cree.com T(8001236-6800 F(2621 504-5 415 Canada:www.cree.com/canada T 18001473-1234 F(8001890-7507 U5:creelidhtina.com T IDOD1z36-6eoD 45 Broadway,4th Floor Canada:creeli0httg-canada.com T(8001473-1234 Canada: reeti htina-canada.com (8 001 473-1234 New York, New York 10006 Telephone: 212.966.2237 Issue Date&Issue Description By Check 02 05104/2022-REVISED LIGHTING CN ZC 2 3 01 04127/2021 -FOR PERMIT SUBMISSION AM ZC O� NE�V Y �� RY E.Cy�A 1 ZA PLIN, P.E. NEW ' SE No. 99748 4� LICENSED PROFESSIONAL ENGINEER CN ZC DRAWN BY CHECKED BY c1 y RECEIVE f STONEFIELD (— --- engineering&design, Ilc. C MAY 12 2022 SCALE: AS SHOWN t- r Southold Town Planning Board PROJECT ID: NYC-210037 c: TITLE: a" 4: L Ca 4 DETAILS L, h C'J v SHEET: > CQ iJ rf r; encha OankofAm e i' S a } L k r- , j= LightingUpgradesLj "LU C, :r 1 SoutholdNY , ork%' - Y -' Know what's below. " Call before you dig. NYS-284 PARCEL 1000-610-3 -7 Parcel ID: 1000-61 .-3-7 53300 MAIN ROA53300 Main Road TOWN OF SOUTHODTown of Southold L Suffolk CountY, New York SUFFOLK NEW YORK COUNTY, --.. , , -.,, , '..' -, �. .. a -.'# 4 „a x- r Sw.�-• - M i•,n.. : .s, l S-t E= V EL k Q- 'w Y!a r, v v • n. "y A,« 3.`6 iw ems, "dt 'RAH 7 'A .xt_ .+4 �a!t t1,T i P" t a k v' 4 u< '4M< $ - c, ,a fib. - ,, < � �-^r•« t'"� ,.ram" .�., ?Y + " p.�A r «xi , J b a g 4 tom' S;�F". n> + 9 ` t+t a i is fi r, u - t J en inee. rin & design # ,r 9 9 ke {w x .. fl rr 'a t• e s z' 2"s a' >w , yr tts- Y x a sa �: a. D , s Rut erf rd N r o New York, NY Boston, MA .F 1 o osto a� Q. f 4+ ' i K b o'er. ,q • f' k+i t ti� firo '3 .' .. v M' ' 4 t .,�m � S� ,F � �yee A i a. �M A" W ! _ Princeton,�. �� N T m FL Detroit, MI Tampa, j t EAR. i N 3- , t . • + � �rc ' , _ _:�.• www.stonefieldeng.com Y r . u M x " aw � w 'Y+ i` x �x 4r!« 'x' M} ki J 1 3 v .s q ,�v �^ S84 Broadway, Suite 310 New York, 0 S k= Y NY 1012 A i S ) , a R 4 r,a q{ ,F.. `� .tps `Rv i Y a Q r •f a 1 �' �w mt K .W' l 1, t 4 b, h, x Phone 718.606.8305 • k +�, Y a �l -,a t i" {ti. • a>x x. ® a d� u A Y F R , a,� rt yy Y � L Architecture�« W 4 u,k �kz as L" a ` « h" r. •' e - •s � B W Architecture D.P.C. ;w w q: 4 ? i+ , 4 a � V f 1 r' ae4vi' ji 'fy ysµ . a5 f' fu r .F fi 5� 3 "'4x � t r Arch tec u e „ F 4.• (tA, '� � }`•�x .�,ff n Interior Design - s 9 a aN` g r�: a w a t g • e Falit Planning&Design nc I , , > a 2 4'• K Y. t �u " r Y' l�v 4}V 4 4� t " a az: r 4 Broadway,4th Floor 5B r;N Y, f p s a New o New 1 06 N York, N York 00 , Aµ t 91 tw .YY f'th We a'r p. k < �4. .x � Telephone.212.966.2237 F'- ;r 4. ' F44 z4 „ �r{ nor r I s(^. b M a i. �A b, i t.ea A i H Y a`f` Yf v ; Sys N l` wr ' 2 tk r u x r-� <rrb , y r Issue Date&Issue Description B Check P Y <wK ' a°F a'f a x •t t N♦4`. , 01 04/27/2021 AM Z C , , : v n' e ,A FOR PERMIT BMI}� 0 SU SSI N 0�< x' %' •k +A 4 4U<ut, 4" F,K,• b' „ J_ -s-J" •1}^ a . d+ " Ys IG `d p: 'a 't Ma N Y rv. t � rS 4' g T" h 1 r r , y a" 4 a " '.4- f::' .. .- > .- 'b F•,..,' •' 7,'s.' - ,puJft: $ ,�. NY" .A a f`d ITE �a _ ti dW i .✓` � 4 d to + 4 a�- ^lFn K � a, ,tea a�n d $' �Y q'f 3 y a ' t -S 5 %„ '1" e "L= g t'v 4 t* bt, �t �✓O .foe' L N^° 4- } G S`+v b ,�n `rF S t i '? I S ti �{ 4 7 k- 4 f F S H� d" rx # - Ya _ b a' a k d a- w >r !n. , , , t d, H'h p IY S 7 _"r f As f t� N` { w A d 07 t- 5n a k >k r i :ffi g' r # :c a� 't i� 4 ^ - - e{A. 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S,♦. :.: � b _ h," �W x• 4 �h k N �K I t^ t '„w a• a a. i% E F' M 3: ✓v 5# rk �' k k y g., si+ 0.'u S`t A' JI 3 - x _ 5 f t E e;« t 9' aH, 4 W,4 J ..e .}s v r -a VYe+ a'ra k Yr« { �rY is Y .F� s ' - r �N f r yy, Y S. $ f tfi 3£„ - �M" L e 5 1 fi' F {t Y' f' �f eY 9 N �y ,s+ M^, 4 W R, i' b W A �f r ?+ FI iyt e9 � $ « 4 �T N, " y : L. 8; a +2 k it ttyy�� wS ,}r h wT'H p £ vY 4 1 e 3:S a" b' :per' rvn .kro' 9i'" <^t� 5• A a" > R roY f�- •s P , , d' NEVI SOURCE:GOOGLE EARTH PRO, DATED 6/29/2018 �t7 GLARY AERIAL VIEW , 1 " = 40' KEIVEFIJ u+ A AUG 2 3 2021 AM zC 0 — DRAWN BY CHECKED BY a r Southold Town Planning Board „ 3 7(a Fm LD STONEFIELD v engineering&design, Ilc. i n e e r i n design SCALE: (H> 1 40' en g &9SHEET INDEX a DRAWING TITLE SHEET # PROJECT ID: NYC-210037 Rutherford, NJ • New York, NY • Boston, MA TITLE: z COVER SHEET C I Princeton, NJ • Tampa, FL • Detroit, MI EXISTING CONDITIONS PLAN C2 M LU www.stonefieldeng.com SITE PLAN C3 COVER SHEET OVERALL LIGHTING PLAN C4 a 584 Broadway, Suite 310, New York, NY 100 12 SECURITY LIGHTING PLAN C5 &C6 ry NOTES& DETAILS C7 SHEET: Phone 718.606.8305 DETAILS c8 C MOO a Bankof Amerecoa4eo- Lighting Upgrades Southold, New York LEGEND NY5-284 SYMBOL DESCRIPTION Parcel ID: 1000-61 .-3-7 PROPERTY LINE 53300 Main Road Z ,/r,477i Z Z EXIST.BUILDING FOOTPRINT AT GROUND LEVEL&DOORWAY Town of Southold 123 EXISTING CONTOUR X 12.34 EXISTING SPOT ELEVATION Suffolk County, New York x Tc12.34 EXIST.TOP OF CURB ELEVATION o MAIN ROAD O X BC 12.34 EXIST.GUTTER ELEVATION (66' WIDE R.O.W.) (A.KA SR 25) X FF12.34 FINISHED FLOOR ELEVATION I FM 51 WAY W APPROX.LOCATION U.G.WATER LINE } "}" A5PHIMT ROADWAY ': ST 0 H E=- F w IIII"" LNM PER UTILITY MARKOUT POINT OF (PAVEMI°Nr 42'±WIDE) ALT 17 2' = UPLP#750 G APPROX.LOCATION U.G.GAS LINE • • • ALT VEHICULAR ACCESS UP#49 w/ rc3o.62 TC3043 rc3o.z8 TRASH rc3o.oa PER UTILITY MARKOUT&REFERENCE MAPPING engineering & design IC 3' HT: 17.2' BC30.88 D.C. BC30.67 CO",DUIT I BC30.27 C.C. C Qj BC29.99 CAN BC29.51 L'P#750-5 BC3i.l2 --__-�_----� ��- -- rc 1.! - --- C3o.94 26„ 30" E APPROX.LOCATION U.G.ELECTRIC LINE GRASS COPJC.APPROACi GRA55 !o° b o GPA55 ® OH o GRA55 PER UTILITY MARKOUT Rutherford, NJ • New York, NY • Boston, MA nH Bc30 17 APPROX.LOCATION U.G.TELEPHONE LINE 31.ao 31.31 -- c- c---- __-- C so 9a- -_3 --- -� ;; c-� T PER UTILITY MARKOUT - G----- cc ---- - c---- - c- --- CCS�IC.WAU, n CO`JC.WALf: CONC.WALK BC3L45 8 31.4031 27 31.2_ 31.19 31 07* ___-__- 31_27 306Z ,'p Princeton, NJ Tampa, FL • Detroit, MI s1.95 '�l 200.00' �� G ❑ GAS VALVE www.stonefieldeng.com 1 I N73°26'30"E P.O.a. CONC. MON.1 51GNQ \ n ALT CONC. MON. TC30.77 pmac ] 0= ( AREA LIGHT g ND. I © \11 x HT: 17.4 FND I o '--5TFFFT 00 MANHOLE 584 Broadway, Suite 310, New York, NY 10012 INLET 3!.6 \1 GPA55 AREA I 51GN TC32.04 CRT 30.99 ID SIGN- 6C31.65 SOT. 19 9 x ; I 31.67 31.55 OH OVERHEAD WIRES Phone 718.606.8305 (N.P.V.) Tc3 .97 1 a T_ ��(2)ALT -6- UTILITY POLE 31.23 BC3 L.55 \1 1 31.7 1 X ,b�Zb Ux�°�°. �? ,R` 3 .5H 18.8' \\ z UTILITY POLE/LIGHTPOLE B+W Architecture G?A55 AREA ALT ALT I 31.78 o m 31. FiT: 16.1 \1\ HT: 16.1 -� ALT �PGIE � • BOLLARD TC32.18 BC HT: 1 8'± 30.8 O TC31.74 31.50 t' x r x !aq \1 3i34 0 31.80 COLUMN \ O8I SIGN B+W Architecture D.P.C. r-I x 4? 3 CONC.WALK 1 x \l .O I 32.05 MT.) O QQ B 3 5 �c5 -��, - 32.08 1 GPA55/L.5.A.� oI I D.C. DEPRESSED CURB Architecture TC32.24 :� \\� I �1 � Z (3)ALTN Facility Planning&Design Z BC31.84 C.C. CONC.CURB Interior Design LS.A. v g31.9HT: 9.4'U2 so 31 9 CO OE,O.P. EDGE OF PAVEMENTBC32.14 x - - -- - 1YF',.UI R.D. 31.67 BC3i.81 Tcz9.46 C.L.F. CHAIN LINK FENCE 45 Broadway,4th Floor YELLOW c,29.01 New York,New York 10006 ` 32.7x BC32.Ia B.L 31,99 STRIPING A.T.M.AM v Telephone:212.966.2237 Y.L. YELLOW LINE Mti I i Q W.L. WHITE LINE 3L6t �GP\A'55/L.S.A. I STORY BRICK BUILDING RIM 98.40 BANK OF AM P(CA` h° 'INV.85.7 I B.L. BLUE LINE I 31.98 Mti ¢ '1C32.14 B.UE BC311.So 317 RIM 31.35� p�2 x O L.S.A. LANDSCAPED AREA a 5TPIPIN� 31.0 � R 302 O N.P.V. NO PIPES VISIBLE ( � Issue Date&Issue Description By Check 32.7x B.L. 3195 1- 5' 3 - Y.L. ALT CONC. J CONC. O }� HANDICAP PARKING SPACE O1 04127/2021 AM ZC TC32.50 HT: 20.5' PAD CHIM"dEY N'1h PAD ;? BC32.10 x RIM 3I.31 Io PARKING COUNT FOR PERMIT SUBMISSION n it I Y.L. TC31.62 3L6 � rP RDINV. 18.6 W3 Bc3136 a93, -I O C28.29 N 1•0, DENOTES OFFSET OF STRUCTURE AT GROUND 51GNQ CONC. A/C GRATE GRATt x �S BC27.9.8_ a W _- 31.68 R.D. L.S.A. LEVEL RELATIVE TO PROPERTY LINE ' -_-= ? - -� : -_-_ -- --.--___--- a' 6` TREE&TRUNK SIZE res 1 24 BC I.3----t C31.44 C.C. 8C31.4t bc3 L60 BC31.8� '�-+} R( fi7 �2..87 TC32 32 BC30 89 C.C. B 28.90 v n. SECTIONLOT BLOCK 3 �GPAIT �CONC. ( ) J O� J 286' i v DWP DETECTABLE WARNING PAD BLOCK 3 3 ALT I � J Nc AIR CONDITIONING UNIT 31.68 HT: 9.0' p q LOT 8.4 N/F LANDS OF 31.40 31.47 I N/F LANDS OF BANK OF AMERICA, N.A. 30 58 I ZnL g R D ROOF DRAIN FIRST CHURCH CONGREGATION O G= PAINTED MARKINGS OR SOCIETY IN SOUTHOLD I SUCCESSOR BY MERGER TO f I LIBER 9751, PG. 456 FLEET BANK OF NEW YORK, ASPr1ALT_/ 31.17 �Ytll TIPPING 28.2 w A.L.T. AREA LIGHT PAVEMENT > HT. HEIGHT ��z"'I� q '�° El NATIONAL ASSOCIATION I J @ a_'� I V E D LIBER 11773, PG. 377 _I EXHIBIT F M TC27.57 - - -- L. 30.08 G fiC27 22 31.00 Y. 30,92 30.73 Y.L. �� AUG 2 3 2021 2877 rC2869' BC28.31 30.93 x �------- z9,47 Planning Board 30.76 30 29 x 3L56 SURVEYOR'S NOTES INLETS I z U GRT 30.6! v 1. PROPERTY KNOWN AND DESIGNATED AS LOT 7,BLOCK 3 ON THE BOT. ! .8+ INLET TC2680 BC32 24 (Ni'V) GRT 30.02 ❑5 Bc26.44 OFFICIAL TAX MAP FOR THE TOWN OF SOUTHOLD,SUFFOLK BOT. 17.9± UP#31 COUNTY,NEW YORK.MAP SECTION#061. (NPv) 28.65 2�.91 Y.L. O z7.67 rcz8 09 2. AREA:39,996 S.F.OR 0.9182 AC. 8C27.78 � o TC26.31 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. OOI 30 54 �I SI,N nc26.10 LOCATIONS AND SIZES ARE BASED ON PRIOR UTILITY MARK-OUTS, 31.18 ` ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN NI _- Y.L. GRT 27.2G zI n THE FIELD,AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE Y. L. 30 55 29 83 28.40 DOT.26.6± w� 26.56 Li AT THE TIME OF THE SURVEY.AVAILABLE ASBUILT PLANS AND CONC.N'ALK ALT 31' (FII-LED W/DIRT) o w x � i-m O UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL HT: 20.5' x 31.98 A5PhALT Ln �_ Q UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY PAVEMENT zi 67 0 c z EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD a BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE PROPER 6 Y.I. Q 2 I9 W UTILITY COMPANIES. Q� NEVI r TC32.63 /-ALT ALT o mI > �j Q BC32.37 TC32.78 HT: 20.7 I TC28.60 4. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE F,y E.Ch BC3?36 TC31.2� - C_C. _ BC29 48 HT: 20.6 - COMMITMENT REPORT AND IS SUBJECT TO THE COVENANTS, 7G26.28 X 4'G.LP. GRA55M'OODI'D AREA � ` ' GKA55 AREA __ BczS.!a RESTRICTIONS AND EASEMENTS THAT MAY BE CONTAINED � � THEREIN. l •� � �� 200.00' - •_ f C25.3o X IRON PIN S73°26'30"W CONC. MON. Bcza.89 S. ELEVATIONS ARE BASED UPON NAVD 88. BLOCK 3 L ND. LOT 8.5 FND. 6. BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS LOCATED IN ZONEQ0 X(AREAS DETERMINED TO BE OUTSIDE THE 0.2q ANNUAL CHANCE W ODED FLOOD}ON THE FLOOD INSURANCE RATE MAP,COMMUNITY FIRST CHURCH CONGREGATION CONGREGATION S S OF O n_ PANEL NO.36103C0158H,WHICH BEARS AN EFFECTIVE DATE OF OR SOCIETY IN SOUTHOLD WOODED o SEPTEMBER 25 2009. N LIBER 9751, PG. 456 AM ZC a 7. THE LOCATION AND EXTENTS OF UNDERGROUND VAULTS& DRAWN BY CHECKED BY m TANKS HAVE NOT BEEN DETERMINED BY THE SURVEYOR. i�- q a STONEFIELD U PLAN REFERENCE MATERIAL engineering&design, Ilc. 1. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: SCALE: (H) I" - 20' o • EXTERIOR LIGHTING PROGRAM PLAN SET ENTITLED"NY5-284,53300 MAIN RD.SOUTHOLD,NY"PREPARED BY GMR,LABELED"V3 210423" 0 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND PROJECT ID: NYC-210037 < ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR TITLE: IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. a w EXISTING CONDITIONS PLAN a M C `- 20' 0' 20' 40' N u GRAPHIC SCALE IN FEET SHEET: ;, III = 20' C z is ka IV gankov' Amernca4v�* 0 Jv Lighting "7 77 Southold New York NY5-284 MH: Parcel ID: 1000-61 .-3-7 53300 Main Road LAND USE AND ZONING Town of Southold SECTION 61,BLOCK 3,LOT 7 HIGHWAY BUSINESS(HB) Suffolk County, New York EXISTING USE �— BANK PERMITTED USE ZONING REQUIREMENT REQUIRED EXISTING PROPOSED PROPOSED AREA EXISTING PARKING LIGHT STRIPING(TYPICAL) MINIMUM LOT AREA 20,000 SF 39,996 SF 39,996 SF o MINIMUM LOT WIDTH 60 FT 200 FT 200 FT ^� MINIMUM LOT DEPTH 100 FT 200 FT 200 FT UGZl(NEW POLE) t engineering & design MH:30 MAXIMUM LOT COVERAGE 40%(15,998.4 SF) 64.2%(25,673.1 SF)(EN) 64.2%(25,673.1 SF)(EN) g g g ' MINIMUM LANDSCAPED AREA 25%(9,999 SF) 35.8%(14,322.9 SF) 35.8%(14,322.9 SF) MAXIMUM BUILDING HEIGHT 35 FT/2 STORIES 39,996 SF 39,996 SF Rutherford, NJ • New York, NY • Boston, MA PROPOSED AREA PROPOSED MINIMUM FRONT YARD SETBACK 15 FT MAIN ROAD:42.7 FT MAIN ROAD:42.7 FT Princeton, NJ • Tampa, FL • Detroit, MI LIGHT [CANOPY LIGHT WELLS ROAD:39.3 FT WELLS ROAD:39.3 FT 0 I MINIMUM SIDE YARD SETBACK(ONE) 10 FT N/A N/A WWW.Stonefieldeng.com UGY1(NEW PO ) psi Y02 MH MINIMUM SIDE YARD SETBACK(BOTH) 25 FT N/A N/A MH:23 J MINIMUM REAR YARD SETBACK 25 FT 85.7 FT 85.7 FT 584 Broadway, Suite 310, New York, NY 10012 ❑ PR OSED AT M 9 ❑ ' (EN) EXISTING NON-CONFORMITY Phone 718.606.8305 PROPOSED ATM Y01 OQ MH:20 -ti ❑ EXISTING OFF-STREET PARKING REQUIREMENTS B+W Architecture o BANK CODE SECTION REQUIRED PROPOSED B+W Architecture D.P.C. 0 §280-78 A REQUIRED PARKING:BANK AHD SSOCIATE ENTRY 10 SPACES OR I SPACE FOR EACH 100 Architecture ATM SQUARE FEET OF GFA OR 3 SPACES PER Interior Design Y03 Y06 TELLER,WHICHEVER IS GREATEST,PLUS y 9 9 MH: � Gsi MH:9.7 MH:18 � Facility Planning&Design Y07 r ®03 DRIVE--ICE IN TEELLERING AREA FOR EACH 45 Broadway,4th Floor r MH:10.5 Y02 Y02 Y02 f r-- New York, New York 10006 MH:9.5 MH: .5 MH:9.5 (2,841.8 SF)(I SPACE/ 100 SF)=29 SPACES 37 SPACES Telephone:212.966.2237 §280-78 C MINIMUM PARKING STALL SIZE: DOES NOT EXISTING 19 FT X 9 FT COMPLY(EN) CANOPY LIGHT _ ' §280-78 C MINIMUM AISLE WIDTH: 18 Y09* (TYPICAL) MH: 8 22 FT(90 DEGREE PARKING) COMPLIES 1 I Q Issue Date& Issue Description By Check EXISTING AREA (EN) EXISTING NON-CONFORMITY 01 04/27/2021 AM ZC LIGHT(TYPICAL) FOR PERMIT SUBMISSION Y04 Y04 LIGHTING REQUIREMENTS MH:18 MH:18 ' 4 CODE SECTION REQUIRED PROPOSED§280-1 17 A ALL OUTDOOR LIGHTING SHALL BE COMPLIES SHIELDED SO THAT THE LIGHT SOURCE IS NOT VISIBLE FROM ADJACENT --- PROPERTIES AND ROADWAYS. f� LIGHTING FIXTURES SHALL FOCUS AND ®Y05 MH:14.5 DIRECT THE LIGHT IN SUCH A MANNER AS TO CONTAIN THE LIGHT AND GLARE WITHIN PROPERTY BOUNDARIES. §280-1 17 B IT IS A GENERAL PRINCIPLE OF THE COMPLIES TOWN THAT PARKING LOT LIGHTS SHOULD BE TURNED OFF OR REDUCED o IN INTENSITY BETWEEN 1 1:30 P.M.AND 4:00 A.M. §280-1 17 C ALL FREESTANDING OUTDOOR DOES NOT LIGHTING FIXTURES SHALL BE LIMITED COMPLY M TO A HEIGHT OF NO MORE THAN 14 FEET ABOVE GROUND LEVEL. M VARIANCE y NEtN E.CygA p'Q co i A' 09TA t- 2 V J e AM ZC DRAWN BY CHECKED BY 0 STONEFIELD zengineering&design, Ilc. a 0 SCALE: (H) 1" = 20' a- " -' PROJECT ID: NYC-210037 TITLE: AUG 2 3 2021 o _ I Southold Town LU Planning Board SITE PLAN V M rs -' 20' 0' 20' 40' n v i GRAPHIC SCALE IN FEET SHEET: V ,.. = 20' C3 J R: 'j)\1 BankofAmerlca400- 0.1 .2 0.0 0. 0.3 0.3 0.0 0.0 0.1 0.0 0.0 0.0 .0 0. 0.0 0.0 0.0 0 0.0 0.0 0 3, [(02 � /� ,�0.1 0.2 0.3 0.3 � 4 0.5 0.4 0.0 0.0 0 3 0. 0.0 0.1� 0.0� � 0. �.0 0.0 O 2� +. 0.0 I • •� L1 h in t U rades + + + - + --� + _ _ _ + + _ _ - _ _ + + g g pg0.2 0.4 0.5 0.6 0.8 0.8 0.8 0.5 0.7 0.3 .6 .5 0.3 0.4 0.5 0.6 -�.6 5 0. + + + + + + + + + + + + + + + + + + + + + + Southold,0.3 0.5 1.0 1.6 1.7 .3 1.9 2.2 1.3 1.5 2.0 1.8 1.9 1.7 1.4 1.4 0.9 0.9 1.3 1.2 1.2 0.2 .0 NewYork + + + + + + + + + + + + + + + + + + + + + + + 0.4 0.7 1.3 2.0 2.7 2.9 2.9 2.5 1.5 2.0 2.5 2.4 2.9 2.7 1.7 1.6 1.0 0.8 1.4 1.4 1.0 0.1 0.0 0.0 NY5-284 + + + + + + + + + T33 + + + + + + 0.5 0.91 1.6 2.6 2.9 2.8 2.8 1.6 2.0 2.5 3.0 2.67 1.1 1.0 1.3 1.8 .7 01 0. 0.0 MH: Parcel ID: 1000-61 .-3-7 + + + + + + + + + + + + + + 53300 Main Road 0.7 0 12 20 2.4 2.5 2.6 2.6 2.8 2.0 2.6 2.6 2.2 2.3 .6 1.3 1.0 1.3 0.2Town of Southold 0.9 1.41 2.1 2.4 2.5 2.8 3.0 3.1 2.0 3.0 2.7 2.3 2.1 .3 1.1 1.0 1.6 I3- +. 0. 0.10.0 �1 Suffolk County, New York + + + + + + + + + + + + + + + + + +1.2 1.8 2.4 2.5 2.8 3.3 3.4 2.9 1.7 2.5 2.6 2.4 20 .2 1.1 12 12 1.1 0OL0.0 + +15 2. 28 35 33 3.7 3.7 3.0 2.4 2.5 1.9 .2 1.0 0.9 0.7 0.6 0.2 0.1 0. ;, r, o + + J • 1.8 2.21 2.8 3.0 3.4 4.0 3.4 3.9 .4UGZ1(i� ONERIELD ll>kwPO � 2.6 1.9 S 1.5 1.3 1.0 0.8 0.7 0.6 0. o. Qo 1 engineering & design MH:30 + + + + + + I + 1.7 2. 3.0 3.0 3.0 4.1 4.2 3.7 2.6 3.1 2.8 2.8 2.1 1.7 1.6 1.3 1.1 1.1 0.9 0.9 0. 0.i 0.1 0.1 Rutherford, NJ • New York, NY • Boston, MA Princeton, NJ • Tampa, FL • Detroit, MI + + + + + + + + + G;- + + + + + + + + + + + 1.5 0 2.� 3.0 3.3 3.9 4.0 6.6 1.8 3.7 4.1 3.8 2.5 1.9 1.3 1.1 1.2 1.6 1.3 1. 0. 0.1 0.1 www.stonefieldeng.com pzll UGY1(NEW PO ) �s1 Y02 MH-7-75 is 2. 2.9d� 23 4 + + 29 2.0 + i.3 i.0 i.6 1.5 i. 0.2 0. J o.0 584 Broadway, Suite 310, New York, NY 10012 ❑ PROPOSED ATM 9 ❑ I Phone 718.606.8305 + + + + + + + Y01 +a Ik) o 15 2. 2.8 3.0 3.4 1.7 2.4 2.0 1.6 1.2 1.4 1.8 MH:2U3 .0 °O B+W Architecture + � + + + + + ❑ + + + + + + + + + 1.6 1.� 2.5 3.2 2.2 6.0 5.6 3.3 1.2 1.5 1.9 1. 0. 0.1 0.1 B+W Architecture D.P.C. + + + O + + AHD SSOCIATE ENTRY + Architecture 1.6 2. 3.2 3.9 4.0 3. ATM 8.8 5.9 3.4 3 1.4 8 I O. 0.1 0.1 Interior Design Y03 Y06 Facility Planning&Design MH:18 LSi MH:9.7 MH:18 1.5 2.� 4.4 5.0 5.0 + 6. H: 01 +12.0 ■i3.1 ■ 11. 4.5 4.1 "-t .2 5.1 ®3 1 + 1.2 + +. 0 0.1 0.1 45 Broadway,4th Floor Y02 Y02 Y02 New York, New York 10006 o I MH: .5 MH: .5 H:9.5 Telephone:212.966.2237 l + + + + + + + + + + + + + + + 1.3 2 4.2 5.6 5.5 .2 5.0 5.6 7.2 7.2 6.4 4.8 4.2 6.1 4.6 4.9 5 1.3 0.8 0.6 0.4 0.2 0.1 0.1 _ I 18 Y09* Y08 + + + " ' + + + + + + + + + MH:1R + + + + + + + +I + + 1.0 2 2.7 1.3 5.7 6.4 5.7 4.3 4.7 6.0 5.6 4.5 48 4.8 4.0 3 1.1 0.6 0.4 0.3 0.2 0.1 0.1 ( � Issue Date& Issue Description By Check 1 01 04/27/2021 AM ZC 0.7 1 2.2 2.2 2.8 6.6 �3 �A 6.3 7 6.2 5.0 4.3 3.4 2.8 2. 0.9 0.5 0.3 0.2 0 0.1 0.1 FOR PERMIT SUBMISSION o r04 Y04 MH: MH: + + + + +I + 0.8 1 1.9 3.1 4.3 4.4 6.1 5.9 4.8 5.2 6.2 5.4 4.1 3.3 2.7 2.2 .5 0.8 t 0.3 0.2 '1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + 01.9 1.7 2.4 3.0 2.3 3.8 4.2 3.5 3.5 4.3 3.8 2.8 2.2 1.9 1.5 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.1 O J ®Y05 MH:14.5 + + + + + + + + + + + + 0.6 o LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#f9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** FULL SITE @ GRADE SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens Label CalcType Units Avg Max Min Avg/Min Max/Min ��OR E 1 U601 SINGLE 1 - (UBO)CPY250-B-DM-F-CISW-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG RELOCATED FIXTURE's NEW LOCATION 1999 FULL SITE @ GRADE Illuminance Fc 1.99 13.2 0.0 N.A. N.A. C0 1 UGY1(NEW PO'-E) SINGLE 1 1 (UGY)OSQ-A-NM-5SH-T-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 23'AFG OSQ-DA-BZ ADD NEW POLE AND FI)TURE 21349 PROPERTY LINE ORDINANCE Illuminance Fc 1.19 4.6 0.0 N.A. N.A. , A' - 1 UGZ1(NEW POLE) DOUBLE(2@180°) 2 1 (UGZ)OSQ-A-NM-5SH-U-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 30'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 24527 u 09giA8 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG ADD NEW FIXTURE 2005o $t s t^ _ g 4 Y01 SINGLE 4 - EXISTING POLE FIXTURE - - OUT OF SCOPE 5530 4 Y02 SINGLE 4 EXISTING CANOPY FIXTURE - OUT OF SCOPE 2000 AM ZC c DRAWN BY CHECKED BY 0 - 2 Y03 SINGLE 2 EXISTING POLE FIXTURE - - - OUT OF SCOPE 8251 a LANDSCAPE SCHEDULE CM=CRAPE MYRTLE UNK=UNKNOWN C a f, 2 Y04 DOUBLE(2@180-) 4 EXISTING POLE FIXTURE - - - OUT OF SCOPE 10232 STO N EF I ELD SYMBOL CITY NOTES 4t > 1 Y05 SINGLE 1 EXISTING POLE FIXTURE - OUT OF SCOPE 11478 engineering&design, Ilc. LSl PROJECT EXPEDITER TO VERIFY IF LANDSCAPING CAN BE TRIMMED DOWN TO 36" SCALE' H I" = 20' 0 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986 N D 1 Y07 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 2138PRO--- 1 Y08 SINGLE 1 EXISTING POLE FIXTURE _ _ OUT OF SCOPE 10806 IV D: NYC-210037 I ---- 6? TITLE: 1 Y09 SINGLE 1 EXISTING POLE FIXTURE - - OUT OF SCOPE 10232 AUG 2 3 2021 1 Rl SINGLE 1 - EXISTING CANOPY FIXTURE REMOVE,RELOCATE AND PATCH 676 SOUtll6ld TOWfI Planning Board OVERALL LIGHTING PLAN It u n a N 20' 0' 20' 40' GRAPHIC SCALE IN FEET SHEET: I�� = 20' C4 z u J N Bankof Amer"wha ggUpgradesLi h in t Southold, New York NY5-284 Parcel ID: 1000-61 .-3-7 TRADIUS 53300 Main Road o Town of Southold -•'' `' Suffolk County, New York 19.9 18.7 `- �� I STONEFIELD LS1 a � ' 3.3 3.2 3.5 3.9 ' engineering & design �UGZ1 (NEW POLE) ' 4.0 4.2 3.9 3.5 3.6 4.0 4.2 41 MH: 30 Rutherford, NJ • New York, NY • Boston, MA 30' RADIUS / Princeton, NJ • Tampa, FL • Detroit, MI / + + + + ♦ www.stonefieldeng.com 3.5 4.0 4.3 4.2 3.9 3.7 3.8 3.8 3.7 3.4\ PROPOSED ATM '� � 584 Broadway, Suite 310, New York, NY 10012 3.4 3.8 4.3 4.6 E2 , � Phone 718.606.8305 37 39 39 4.3 56 �1-� 68 4.9 13:8-�.4 � /_,�� \r� B+W Architecture o i r �+ + + + + + + + + + B+W Architecture D.P.C. 9.9 9.9 6.3 33 40 MH Y02 • Architecture UGY1 (NEW PO LS1 . Z Interior Design 00 M H: 23 Facility Planning&Design 45 Broadway,4th Floor PROPOSED ATM M H 9 New York,New York 10006 •o Telephone:212.966.2237 ❑ I IL Issue Date&Issue Description By Check 00 01 04/27/2021 AM ZC FOR PERMIT SUBMISSION o n VAT 5' ABOVE GRADE (HORIZONTAL) 30' AT GRADE LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** UNIT CALCS 0'-5'(5FC MIN)@ 5'HORIZ SYMBOL CITY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens Label CalcType Units Avg Max Min Avg/Min Max/Min �!(,Y E.G,rV'�iOrOAIN 1 UB01 SINGLE 1 (UBO)CPY250-B-DM-F-CI5W-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG - RELOCATED FIXTURE'S NEW LOCATION 1999 PROPOSED ATM 5'@ 60" Illuminance Fc 22.45 32.6 15.4 1.46 2.12 co �G� 4 1 UGY1(NEW POLE) SINGLE 1 1 (UGY)OSQ-A-NM-5SH-T-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 23'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 21349 , 1 UGZ1(NEW POLE) DOUBLE(2@180•) 2 1 (UGZ)OSQ-A-NM-5SH-U-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 30'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 24527 UNIT CALCS 30'(2FC MIN)@ GRADE 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG ADD NEW FIXTURE 200574 Label CalcType Units Avg Max Min Avg/Min Max/Min '�FESSti�� x „ 4 Y01 SINGLE 4 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 5530 PROPOSED ATM 30'@ GRADE Illuminance Fc 4.42 9.9 3.2 1.38 3.09 c, 4 Y02 SINGLE 4 - EXISTING CANOPY FIXTURE OUT OF SCOPE 2000 AM ZC DRAWN BY CHECKED BY q 2 Y03 SINGLE 2 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 8251 0-0 Q 2 Y04 DOUBLE(2@180-) 4 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 10232 4�e> STO N E F I E LD U engineering esign, Ilc. z 1 Y05 SINGLE 1 - EXISTING POLE FIXTURE - - - OUT OF SCOPE 11478 ri 1 Y06 SINGLE 1 EXISTING WALL FIXTURE - - OUT OF SCOPE 5986 SCALE' (H) I"- 10' ! `.,. E V D O 1+ 1 Y07 SINGLE 1 - EXISTING WALL FIXTURE - - OUT OF SCOPE 2138 r o PROJECT ID: NYC-210037 1 Y08 SINGLE 1 - EXISTING POLE FIXTURE - - OUT OF SCOPE 10806 AUG 2 3 2021 TITLE: z i o '{ 1 Y09 SINGLE 1 - EXISTING POLE FIXTURE - - OUT OF SCOPE 10232 :Douthoid Town M Planning Board " 1 R1 SINGLE 1 - EXISTING CANOPY FIXTURE REMOVE,RELOCATE AND PATCH 676 SECURITY LIGHTING PLAN in M Q 5' 0' S' 10, U 2 GRAPHIC SCALE IN FEET SHEET: ,,. = 5. C5 r z p BankofAmerica40o* Lighting Upgrades York New3.4 3.6 3.6 3 . .6 3.4 .1 Sout old 60' RADIUS 3.2 3.5 3.8 4.0 3.9 3.6 3.2 + .1 3.0 2.9 �� I 4.0 4.1 3.9 3.8 3.7 .6 � ��\` � I �� NYS-284 + + + + + + + + + + + + I+ + + + + + + + + + + / 3.1 3.4 3.9 4.3 4.5 4.1 3.7 3.8 .9 3.8 3.5 3.0 4.4 4.2 4.2 4.1 4.1 3.8 3.7 3.6 .5 3.5 3.6 3.6 Parcel ID: 1000-61 .-3-7 / +3.1 3.1 3.4 3.9 4.5 4.8 4.3 4.1 4.5 48 4.6 3.7 3.2 2.8 `� + + + + + + + + + + + +``� 53300 Main Road / / 4.7 4.4 4.3 4.2 4.3 4.1 3.7 3.4 3.1 .8 2.7 2.9 3.1 3.3 0 Town of Southold 3.4 3.4 3.4 3.7 4.3 4.8 4.8 4.4 4.4 4.9 5.4 ., 5.3 4.5 3.4 2.9 3.4 I / 5.3 5.0 4.5 4.7 4.6 4.5 4.2 3.6 3.1 2.7 .5 2.4 2.4 2.6 3.0 2.9 Suffolk Count New York UGZ1 (NEW POLE) ♦ / Y, / 3.4 3.8 4.0 4.2 4.4 4.8 5.2 5.4 5.0 4.8 5.1 5.2 4.9 4.3MH.tt303.1 3.5 3.2� - - _ _ / 5.5 5.2 5.3 4.6 4.4 4.5 4.5 4.3 3.5 2.9 2.6 +.5 2.4 2.4 2.4 2.6 3.2 3.4 � � - COMPLIANCE AREA / � + + + + + + + + + + + + + + + + + 50' RADIUS / 3.7 4.2 4.8 4.8 5.0 5.3 5.5 5.6 5.2 4.8 4.7 4.5 4.2 3.7 3.3 3.4 3.5 3.1 + + + + + + + + + + + + + + + + y 5.3 5.3 5.4 4.7 4.1 3.9 3.9 3ON = r= LD .9 3.8 3.3 2.9 2.5 2 3 2.2 2.2 2. 2.3 2.9 3.2 3.3 �� 1+ + + + + + + + + + + + + + + + + + + + I i ` • • • 3.1 3.7 4.4 4.5 4.1 4.5 5.2 5.6 5.6 5.4 5.0 4.6 3.9 3.5 3.4 3.5 3.5 3.4 3.0 2 1 5.1 5.5 5.3 4.6 4.0 3.6 3.��.6 1.8 1.9 2.0 2.2 2.9 3.3 3.2 3`Q engineering & design ,UGZ1 (NEW POLE) �❑ + + + + + + + + + + + + + + + + / + + + / Rutherford, N • New York, NY • Boston, MA 3.2 3.8 4.1 4.6 5.1 5.0 4.9 5.6 6.0 � 6.6 5.3 �4.1 .0 .9 3.6 3.3 3.0 2.61 G� / 8 5.3 5.5 5.4 4.8 4.3 3 `1.7 M .9 3 0 2.2 2.9 3.2 3.2 3.0 J r i f Princeton, NJ Tampa, FL Detroit, MI + + + + + www.stonefieldeng.com r 3.1 3.9 3.7 5.0 20.2 19.4 4.8 3.4 3.4 .8 .7 3.6 3.5 3.7 4.3 d +q.6 5.2 5.4 5.4 5.3 4.2// `� 2.0 2.4 2.9 3.2 3.2 3.1 g' - - - ,+ Ls1 + + - - - - - - - - - - Y02 - - 7.75- - - - - - - - - i I3�G � ( �W 5 }' 8 3 9 2 ® 4/ \ +, 584 Broadway, Suite 310, New York, NY 10012 1 1 4.2 .4 5.1 5.3 5.5 4.7 /3.6 .2 2.6 3.0 3.2 3.3 3.3 3.14 1 M H: 23 ==:-�l / 1 Phone 718.606.8305 1 3.7nO+ 4.7 4.9 ' 4.0 5.1 5.0 5.0 4.7 , 3.0 3.2 3.3 3.4 3.5PROPOSED ATM ❑ r •MH. 9 r r i i B+W Architecture �+ + + + + + + + + + + 3.6 3.8 3.9 4.4 2.9 r 3.8 4 5.2 4.6 4.7 r 1 3.7 3.5 3.5 3.6 4.9 6.3 B+W Architecture D.P.C. ' Architecture + + + + Y02 � 3.4 3.8 ❑�. 3.2 3.0 UGY1 (NEW PO ) LS1 MH. ❑ p�H• 23 ® Facility Planning& �Y� Design + + + + I 45 Broadway,4th Floor o �` 3.4 3.6 2.8 2.7 ❑ I PROPOSED ATM New York, New York 10006 o ❑ M H• 9 Telephone:212.966.2237 3.1 2.7 2.8 ` 3.3 3.8 AHD ASSOCIATE ENTRY I ❑ ❑ Issue Date&Issue Description By Check i 01 04/27/2021 AM ZC 0 ``�\ ATM Y06 o I FOR PERMIT SUBMISSION Y03 , • 9.7 MH: 18 Lss MH• Y07 J 50' AT 5' ABOVE GRADE (HORIZONTAL) 60' AT 5' ABOVE GRADE (VERTICAL) LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE#9 (NP)=NEW POLE (CBO)CONTROLLED BY OTHERS **CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING** UNIT CALCS 60'(1FC MIN)@ 5'VERT SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE TYPE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens Label CalcType Units Avg Max Min Avg/Min Max/Min `�jOV- 1 UB01 SINGLE 1 (UB0)CPY250-B-DM-F-CI5W-UL-WH-30K/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG - RELOCATED FIXTURE'S 14EW LOCATION 1999 PROPOSED ATM 60'@ 60"V Illuminance Fc 3.76 6.3 1.7 2.21 3.71 1 UGY1(NEW POLE) SINGLE 1 1 (UGY)OSQ-A-NM-5SH-T-30K-UL-BZ/POLE MOUNT/CREE B5-U0-G3 23'AFG OSQ-DA-BZ ADD NEW POLE AND FCCTURE 21349 1 1 UGZ1(NEW POLE) DOUBLE(2@180') 2 1 (UGZ)OSQ-A-NM-5SH-U-30K-UL-BZ/POLE MOUNT/CREE 85-UO-G3 30'AFG OSQ-DA-BZ ADD NEW POLE AND FI:<TURE 24527 0 1 USE1 SINGLE 1 - (USE)SEC-EDG-3M-WM-02-E-UL-BZ-350-30K/WALL MOUNT/CREE B1-U0-G1 9'AFG ADD NEW FIXTURE 2005 � '�uf"ESS� u 4 Y01 SINGLE 4 EXISTING POLE FIXTURE - OUT OF SCOPE 5530 • n 4 Y02 SINGLE 4 EXISTING CANOPY FIXTURE - - OUT OF SCOPE 2000 AM ZC al DRAWN BY CHECKED BY 0 Q 2 Y03 SINGLE 2 EXISTING POLE FIXTURE - - OUT OF SCOPE 8251 -' LANDSCAPE SCHEDULE CM=CRAPE MYRTLE UNK=UNKNOWN a o -- 2 Y04 DOUBLE(2@180-) 4 EXISTING POLE FIXTURE - - OUT OF SCOPE 10232 STO N EFI ELD SYMBOL QTY NOTES engineering&design, Ilc. 1 Y05 SINGLE 1 EXISTING POLE FIXTURE - OUT OF SCOPE 11478 LS1 - PROJECT EXPEDITER TO VERIFY IF LANDSCAPING CAN BE TRIMMED DOWN TO 36" SCALE: H I" - 10' 0 IN 1 Y06 SINGLE 1 EXISTING WALL FIXTURE - OUT OF SCOPE 5986 - O 1 Y07 SINGLE 1 EXISTING WALL FIXTURE - - OUT OF SCOPE 2138 d E_ V E PROJECT ID: NYC-2 10037 1 Y08 SINGLE 1 EXISTING POLE FIXTURE - OUT OF SCOPE 10806 r- AUG 2 3 2021 TITLE: 41 1 Y09 SINGLE 1 EXISTING POLE FIXTURE - - OUT OF SCOPE 10232 M 5061th ioid Town 1 R1 SINGLE 1 EXISTING CANOPY FIXTURE - REMOVE,RELOCATE AND PATCH 676 Planning Board SECURITY LIGHTING PLAN w cc M U n a N 10, 0' 10, 20' U Z a GRAPHIC SCALE IN FEET SHEET: LIGHT INSTALLATION NOTES PLAN REFERENCE MATERIAL 23' MOUNTING HEIGHT I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: 23'LIGHT POLE • BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY GALLAS SURVEYING GROUP,DATED JANUARY 16,2019. 4"ASSUMED POLE DIAMETER • 2019 EXTERIOR LIGHTING PROGRAM PLAN SET ENTITLED"NY5-284,53300 MAIN RD.SOUTHOLD,NY",PREPARED BY M el CONTRACTOR RESPONSIBILITY NOTES: 24"FOUNDATIONGMR AND DATED 02/10/2021. LIGHTING CONTROL NOTES: DIAMETER GENERAL NOTES: 6'FOUNDATION DEPTH • AERIAL MAP OBTAINED FROM GOGGLE EARTH PRO,DATED 6/29/2018. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITTING, INCLUDING COORDINATION THE CONTRACTOR SHALL VERIFY THE CONTROLS FOR ALL EXTERIOR LIGHTING ON THE SITE 1. EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED #3 REINFORCING TIES AT 12"C-C 2. THE SURVEY SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL INFORMATION CONTAINED WITHIN THE SURVEY WITH THE LOCAL JURISDICTION AND ANY ASSOCIATED PERMIT FEES OR PROCESSING. (EXCLUDING SIGNAGE)AND ADJUST ACCORDING TO THE FOLLOWING: SEE PLAN FOR NUMBER 6 #5 VERTICAL REINFORCEMENT BARS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF AMOUNT OF INFORMATION AVAILABLE T THE ENGINEER. ALL SUCH AND ORIENTATION ( ) THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY GMR UPON RECEIPT OF PERMIT. IC3 CONTROL CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING OF FIXTURES Lighting 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING DOCUMENTS THAT ARE THE BID AND ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATION NOT INCLUDED IN THE LIGHTING DESIGN PACKAGE.THESE INCLUDE, BUT ARE NOT CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED SHALL BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT, MATERIAL GENERAL NOTESUpgrades LIMITED TO, STAMPED ELECTRICAL DRAWINGS, STAMPED POLE BASE DRAWINGS, BY THE CORRECT IC3 CIRCUIT. WHERE EXTERIOR LIGHTING IS INCLUDED ON 30' MOUNTING HEIGHT AND PROFESSIONAL SURVEYS. CONTROL CIRCUITS FOR INTERIOR SYSTEMS, INTERIOR LIGHTING, OR EXTERIOR OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING MOUNTING ARM BY 30'LIGHT POLE 3. SHOULD STAMPED PHOTOMETRIC DRAWINGS BE REQUIRED, CONTRACTOR SHALL SIGNAGE, CONTRACTOR SHALL ADJUST EXTERIOR LIGHTING TO THE CORRECT CONDITIONS. LIGHTING MANUFACTURER I. THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND PROPOSED SITE f- 8"ASSUMED POLE DIAMETER WORK DIMENSIONS, LAYOUT, PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. ENGAGE LOCAL ENGINEER OR LIGHTING DESIGNER AS REQUIRED TO PROVIDE STAMP CONTROL CIRCUIT AS REQUIRED. 2. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, _ ( ETC.) 30"FOUNDATION DIAMETER ON GMR PHOTOMETRIC DESIGN DOCUMENTS. THE BANK'S CURRENT SECURITY POLICY FOR EXTERIOR ATM AND AFTER-HOUR SHOULD ANY EXISTING SITE CONDITION DIFFER FROM THAT IDENTIFIED HEREIN, THE CONTRACTOR SHALL NOTIFY • PHOTOCELL CONTROL: w LIGHT POLE BY LIGHTING 6'-6"FOUNDATION DEPTH STONEFIELD ENGINEERING IMMEDIATELY PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE THE BANKING CENTER NOTIFICATION AT LEAST ONE DEPOSITORIES AND BANK GUIDELINES FOR NON-SECURITY COMPLIANCE = MANUFACTURER #4 REINFORCING TIES AT 12"C-C WEEK IN ADVANCE OF VISITING SITES OR STARTING WORK. CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN A ZONES. O 2. ALL CONTRACTORS WILL TO THE FULLEST EXTENT PERMITTED A LAW, INDEMNIFY AND HOLD HARMLESS INCLUDING SEE NOTE 8 #5 VERTICAL REINFORCEMENT BARS Southold ( � O ENGINEERING, New York 5. CONTRACTOR SHALL VERIFY VOLTAGE REQUIREMENTS FOR FIXTURES PRIOR TO LOCATION BEST SUITED TO PROVIDE APPROPRIATE LIGHT EXPOSURE SUCH THAT 3. TRIM ALL TREES/LANDSCAPING TO MINIMIZE IMPEDING LIGHT FROM ANY N EERING, LLC. AND ITS SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING ' PLACEMENT OF FIXTURE ORDERS. EXTERIOR LIGHTS ARE ON DURING DARKNESS. LIGHT FIXTURES THAT IMPACT THE 60' RADIUS AROUND ALL ATMS AND A Z ATTORNEYS FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED 6. CONTRACTOR To VERIFY LIGHTING CONTROLS PRIOR TO BEGINNING CONSTRUCTION. RADIUS OF 50' AROUND ALL AFTER-HOUR DEPOSITORIES. CONSIDERATION � ELECTRIC CONDUIT TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY SEE LIGHTING CONTROL.NOTES. • TIME CLOCK CONTROL: O MUST BE GIVEN TO TREES/LANDSCAPING IN A STATE OF FULL FOLIAGE/BLOOM � HANDHOLE WITH STUB UP MINIMUM 12" INSURANCE,AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE. 7. CONTRACTOR SHALL RECEIVE FORMAL APPROVAL FROM GMR ON ANY FIXTURE CONTRACTOR SHALL VERIFY LOCATION OF TIME CLOCK. IF TIME CLOCK IS IN AND FUTURE GROWTH, ALL LANDSCAPING WORK WILL BE PERFORMED BY COVER 3. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS NY5-284 MODIFICATIONS OR VARIATIONS FROM THE LUMINAIRE SCHEDULE. ELECTRICAL ROOM ALONG WITH IC3 CONTROLS, CONTRACTOR SHALL ADJUST OTHERS WITH A SEPARATE PERMIT(IF REQUIRED). APPROVAL IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING. 8. CONTRACTOR SHALL VERIFY EXISTING AND PROPOSED FIXTURE MOUNTING CIRCUIT TO BE CONTROLLED BY IC3 EXTERIOR LIGHTING CONTROLS. IF TIME CLOCK 4. ALL MOUNTING HEIGHTS ARE INTENDED TO THE BOTTOM OF THE FIXTURE. 4. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION. CONDITIONS IN FIELD.ANY SPECIAL MOUNTING HARDWARE NEEDED FOR PROPOSED IS IN A REMOTE LOCATION NOT IN CLOSE PROXIMITY TO THE IC3 CONTROLS, 5. CONTRACTOR TO FIELD VERIFY FIXTURE PLACEMENT DIMENSIONS PRIOR TO ANCHOR BOLTS AND HIGH-STRENGTH S. ALL CONCRETE WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER Parcel ID. 1000-61 .-3-7 FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ON CONSTRUCTION. BASE PLATE BY LIGHTING NON-SHRINK CONDITIONS. 9. CONTRACTOR SHALL SUPPLY ALL NEW LIGHT POLES.NEW LIGHT POLES SHALL MATCH TIME CLOCK CONTROL. MANUFACTURER GROUT 6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT 53300 Main Road EXISTING CONDITIONS ON SITE FOR POLE TYPE AND PAINT COLOR. 6. DIMENSIONING PROVIDED IS FOR PROPOSED FIXTURE LOCATIONS ONLY, CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT 10. CONTRACTOR SHALL ORDER ALL FIXTURES FROM SHEALY ELECTRICAL WHOLESALERS • MANUAL CONTROL: UNLESS OTHERWISE NOTED ON THE DRAWING. IN ACCORDANCE WITH BANK OF AMERICA NATIONAL ACCOUNT. 7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED CURB OR EDGE 36" I i I"CHAMFER FROM THE OWNER OF THE PRIVATE PROPERTY. 11. CONTRACTOR SHALL PERFORM ALL NECESSARY PATCHING OR REPAINTING FOR CONTRACTOR SHALL VERIFY THAT NO EXTERIOR LIGHTING R CONTROLLED CONDUIT WHERE POSSIBLE. IF EXPOSED CONDUIT IS NECESSARY, THE OF PAVEMENT LANDSCAPING " 7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS Town of Southold MANUALLY. IF ANY EXTERIOR LIGHTING IS ON A MANUALLY CONTROLLED CIRCUIT, I IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS ADDED,REMOVED,OR REPLACED FIXTURES. CONTRACTOR SHALL VERIFY USE WITH PROJECT MANAGER. 4- IDENTIFIED_ \\ \\ ; EXISTING CONDITION AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3, i�i / / / 12. CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS BACK TO EXISTING CONDITION 8. ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED Suffolk County, New York INCLUDING PAVED AREAS,LANDSCAPED AREAS,ETC. WHICHEVER IS MOST ECONOMICALLY ACCOMPLISHED. LIGHTS WILL ALSO BE LED,UNLESS OTHERWISE NOTED. al I 8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER 13. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT 9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. j j I°' REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD WILL REVIEW IN ACCORDANCE WITH THE DESIGN INTENT AS HOURS. ALL FIXTURES MUST BE FUNCTIONAL DURING NIGHT HOURS PRIOR TO ADDITIONAL CONTRACTOR NOTES: 10. UNLESS OTHERWISE NOTED,MATCH EXISTING POLE BASES. V - �+-- 'I T MIN REFLECTED WITHIN THE PLAN SET. SCHEDULING A FINAL SURVEY WITH GMR. I I 9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC 14. CONTRACTOR SHALL PROVIDE BEFORE AND AFTER NIGHTTIME PHOTOS OF THE SITE. CONSTRUCTION COMPLETION VERIFICATION I° �IJ • I CONTROL DEVICES,LATEST EDITION. 15. CONTRACTOR SHALL UTILIZE THE "BOA ELP INCENTIVE SITE SURVEY FORM" TO UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL PROVIDE VERIFICATION FIXTURE CLARIFICATION NOTES: 3 TIES AT J+-- -A ° 10.THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR DOCUMENT THE EXACT DETAILS OF EACH FIXTURE BEING REMOVED FOR REBATE IN WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING 4"C-C .�I� ,, QUALITY STANDARDS. AND ENERGY SAVINGS CALCULATION PURPOSES. 1. OUT OF SCOPE - EXISTING FIXTURES TO REMAIN ON SITE WITHOUT = I•• `�-_� 1 I.THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE TO THE CONSTRUCTION DOCUMENTS AND THAT ALL EXTERIOR T F160M F` r9m I L D 16. CONTRACTOR SHALL RECEIVE A PUNCHLI. FROM GMR UPON FINAL SURVEY FOR E LIGHTING IS - a COMPACTED SUITABLE FUNCTIONING DURING NIGHTTIME HOURS. COMPLETION PHOTOS,TAKEN AT NIGHT, MODIFICATION. NO ACTION REQUIRED UNLESS NOTED OTHERWISE. ,,, --------- APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING ANY REMAINING ITEMS TO BE COMPLETED. 2. REMOVE AND PATCH - EXISTING FIXTURES TO BE FULLY REMOVED AND ANY 0 I .° ,I BACKFILL TO 95%OPTIMUM PERMITS. SHALL BE PROVIDED IN THE FOLLOWING FORMAT: • • • Z VERTICAL I I ' DRY PROCTOR DENSITY IN PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND 12.SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING AND DESIGN LLC BE PRESENT ON-SITE AT ANY TIME DURING engineering 81c design PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING: PERFORMED BY CONTRACTOR. O REINFORCEMENT BARS �_d__-_____l LIFTS OF LESS THAN 9"OF 9 g g ' I UNCOMPACTED SOIL CONSTRUCTION,IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED • SITE PHOTOS FROM ALL SIDES OF BUILDING 3. REPLACE EXISTING FIXTURE - EXISTING FIXTURE TO BE FULLY REMOVED AND 0 EQUALLY SPACED 3"CLEAR COVER IN THE NOTES WITHIN THIS PLAN SET. REPLACED IN THE SAME LOCATION WITH A NEW FIXTURE. CONTRACTOR TO Z FOR ALL REBAR • MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA (ATM(S), AFTER-HOUR VERIFY IF POLE AND/OR POLE BASE IS SUFFICIENT FOR THE NEW FIXTURES.ANY Z) 1' '--'-�< DEMOLITION NOTES Rutherford, NJ • New York, NY • Boston, MA DEPOSITORIES,ASSOCIATE ENTRY)FROM DIFFERENT ANGLES PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND 0 CAST-IN-PLACE I 9. Princeton, NJ • Tampa, FL • Detroit, MI CONCRETE ROUND PIER • MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT PERFORMED BY CONTRACTOR. a I. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE FOUNDATION,3000 PSI 1--- -- --i www.stonefieldeng.com ANGLES 4. ADD NEW FIXTURE- NEW FIXTURES TO BE ADDED. ANY PAINTING, PATCHING REMOVED. AIR-ENTRAINED , I. g• OR ELECTRICAL WORK NEEDED TO BE ASSESSED AND PERFORMED BY CONCRETE AT 28 DAYS I REINFORCEMENT 2. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING CONTRACTOR. TIES SPACING ITEMS TO BE DEMOLISHED AND/OR REMOVED.THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE OTHER SITE PLAN AND GC SCHEDULING L- ------ 5. ADD NEW POLE & FIXTURE - ANEW POLE AND FIXTURE TO BE ADDED. (12"OVERLAP) GEOTECHNICAL DOCUMENTS AND ASSOCIATED REPORTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL 584 Broadway, Suite 310, New York, NY 10012 • PROHIBITED WORK HOURS: WORK IS PROHIBITED MONDAY THROUGH FRIDAY CONTRACTOR TO SPECIFY POLE TO MATCH EXISTING STYLE AND COLOR AND, IF FOUNDATION TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. y' FROM 8 A.M. TO 4 P.M. AND ON SATURDAY FROM 8 A.M. TO 1 P.M. LOCAL NOT PROVIDED, POLE BASE DATA FOR NEW POLE LOCATIONS. CONTRACTOR 3. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES. MUNICIPALITY REQUIREMENTS AND INSPECTION PROCESS TAKE PRECEDENCE AND TO VERIFY IF POLE AND POLE BASE IS SUFFICIENT FOR THE HEIGHT, LOCATION DIAMETER 4. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR Phone 718.606.8305 SHOULD BE COORDINATED PRIOR TO STARTING WORK. AND FIXTURE SPECIFIED. LIGHTNING GROUND ROD AND ALL QUALITY STANDARDS. • PROVIDE PROGRAM SCHEDULE, COORDINATED SCHEDULE WITH ALL AWARDED 6. GMR DOES NOT SPECIFY MOUNTING HARDWARE FOR ANY SPECIFIED FIXTURES. ELECTRICAL COMPONENTS TO COMPLY S. UNLESS AT THE WRITTEN CONSENT OF BOTH THE OWNER AND GOVERNING AGENCIES,EXPLOSIVES SHALL NOT BE USED.SITES. SCHEDULE SHOULD INCLUDE CREW ASSIGNMENTS AND CONTINGENCIES FOR CONTRACTOR IS TO WORK WITH DISTRIBUTOR AND/OR MANUFACTURER ON A - WITH NATIONAL ELECTRIC CODE BEFORE THE START OF ANY EXPLOSIVE PROGRAM, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, B+W Architecture DELAYS. CASE BY CASE BASIS TO IDENTIFY AND ORDER REQUIRED MOUNTING - AND FEDERAL PERMITS.ADDITIONALLY,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED HARDWARE. LIGHT POLE INSTALLATION DETAIL AND ANY DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES. • INCLUDE CONSTRUCTION KICKOFF MEETING WITH FINANCIAL CENTER MANAGER, , CONTRACTOR TO VERIFY WHETHER EXISTING WIRING LOCATIONS OR THE ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE B+W Architecture D.P.C. 7 6. CBRE MOBILE ENGINEER,AND CBRE FACILITY MANAGER. ADDITION OF WIRING FOR NEW FIXTURE LOCATIONS IS SUFFICIENT FOR THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY • PROVIDE TRENCH SKETCH FOR REVIEW. DESIGNATED FIXTURE LOCATION. NOT TO SCALE AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS Architecture 8. CONTRACTOR TO SPECIFY POLE COLOR AND TYPE PRIOR TO ORDERING. NOTES: ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILED WITH SUITABLE MATERIAL AND Interior Design • IF IMPACT TO THE DRIVE THRU LANE, DETAILED DATES OF WORK INCLUDED IN 9. ALL FIXTURES ARE ASSUMED BRONZE IN COLOR UNLESS NOTED OTHERWISE IN 1. MINIMUM SOIL BEARING PRESSURE OF 1500 PSF,SOIL FRICTION ANGLE OF 30 DEGREES,AND SOIL DRY UNIT WEIGHT OF COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT Facility Planning&Design SCHEDULE. THE LUMINAIRE SCHEDULE. CONTRACTOR TO CONFIRM PRIOR TO ORDERING. 120 PCF SHALL BE CONFIRMED IN THE FIELD BY A QUALIFIED PROFESSIONAL DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE 2. CAST-IN-PLACE CONCRETE SHALL BE CONSOLIDATED USING VIBRATOR. CONDITION. 45 Broadway,4th Floor 3. ALL REBAR TO BE NEW GRADE 60 STEEL 7. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON-SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES New York,New York 10006 4. PRE-CAST PIERS ACCEPTABLE UPON WRITTEN APPROVAL OF SHOP DRAWING BY ENGINEER. SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR IS Telephone:212.966.2237 S. CONCRETE TO BE INSTALLED A MINIMUM OF 7 DAYS PRIOR TO INSTALLING LIGHT POLE. POURED CONCRETE MIX RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REQUIRED TO OBTAIN 80%OF DESIGN STRENGTH PRIOR TO INSTALLING LIGHT POLE. REGULATIONS. 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4"(WITHIN I"TOLERANCE). 8. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING 7. POLE SHALL BE RATED FOR 10 MPH HIGHER THAN MAXIMUM WIND SPEED 33FT ABOVE GROUND FOR THE AREA BASED UTILITIES THAT HAVE BEEN CAPPED,ABANDONED,OR RELOCATED BASED ON THE DEMOLITION REQUIRED IN THIS PLAN ON ANSI/ASCE 7-93. SET.THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING THE SITE PLAN IMPROVEMENTS. I Q 8. POUR TO BE TERMINATED AT A FORM. Issue Date&Issue Description By Check 9. WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER CONDITIONS. GRADING NOTES ' 10. CONTRACTOR TO TEMPORARILY SUPPORT ADJACENT SOIL AND STRUCTURES DURING EXCAVATION IF REQUIRED 01 04/27/2021 AM ZC 2 I. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL,STATE,AND FOR PERMIT SUBMISSION FEDERAL REQUIREMENTS. GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF ALL THE MATERIAL BROUGHT TO THE SITE. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING EXCAVATION ACTIVITIES,INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES,TO ENSURE THE STRUCTURAL INTEGRITY OF SURROUNDING STRUCTURES AND STABILITY OF SOILS. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4" TO 7"ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. CONTRACTOR TO SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO STONEFIELD FOR REVIEW AND APPROVAL PRIOR TO POURING CURBS. 4. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS: CURB GUTTER: 0.50% CONCRETE SURFACES: 1.001% ASPHALT SURFACES: 1.000/0 5. POSITIVE DRAINAGE OF 1%MINIMUM SLOPE SHALL BE PROVIDED AWAY FROM ALL BUILDING. EROSION AND SEDIMENT CONTROL NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS. LANDSCAPING NOTES I. CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS AND LANDSCAPED AREAS TO MATCH EXISTING CONDITIONS. 2. DISTURBED LAWN AREAS SHALL BE RESTORED WITH 4"OF TOPSOIL AND SEED. 3. MULCH AREAS SHALL BE RESTORED WITH A MINIMUM OF 3"OF MULCH 4. MAX 3:1 SLOPE ALLOWED IN LANDSCAPE RESTORATION AREAS. 5. CONTRACTOR REQUIRED TO LOCATE ALL SPRINKLER HEADS IN AREA OF DISTURBANCE PRIOR TO CONSTRUCTION, CONTRACTOR TO RELOCATE SPRINKLER HEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTION WITHIN AREAS OF DISTURBANCE. 6. CONTRACTOR TO RE-GRADE DISTURBED LANDSCAPED AREAS TO MEET GRADE AT WALKWAYS AND TOP OF CURB ELEVATIONS EXCEPT WHERE A WALL IS NOTED ON PLANS. NO ABRUPT CHANGES IN GRADE PERMITTED IN DISTURBED AREAS. UTILITY NOTES I. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION OF NElN J, AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR �� (E.C IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A CONFLICT EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE �• ` CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING AND DESIGN LLC IMMEDIATELY IN WRITING. i 0 WARNING TAPE WITH METALLIC F a LOCATOR ITHRELECTRIC CONDUIT EXISTING GRADE '°ass AM zC o P a �\ t : .^ . . //\\//\\� DRAWN BY CHECKED BY \ \\/ BACKFILL WITH SUITABLE EXCAVATED MATERIAL,MATERIAL STONEFIELDTO BE COMPACTED 18"(LAWN AREA) i\\ L; r :•t . . ': : / THOROUGHLY engineering&design, Ilc. 0 24"(PAVEMENT) S S g \�\" " • ' : ' //\� SCALE: (H) AS SHOWN • '. ,/` PROPOSED CONDUIT PROJECT ID: NYC-210037 z \� ~ ' TITLE: � . AUG 2 3 2021 \ �\ �\ �\ _ _ NOTES & DETAILS T PLUS UTILITY DIAMETER �Soutl�ald Town Planning Board x ELECTRICAL CONDUIT TRENCH DETAIL u SHEET: z y NOT TO SCALE C 7 N 3 IRankof ,Amedca, 40ooe TYPE UBO CPY250-B-DM-F-C15W-UL-WH-30K OSQ-A-NM-SSH-T-30K-UL-BZ OSQ-DA-BZ+OSQ-A-NM-5SH-U-30K-UL-BZ SEC-EDG-3M-WM-02-E-UL-BZ-350-30K CPY Series - Version B GC TO SEE NOTESDELOW OSQ Series OSQ Series Cree EdgeTM Series TYPE USE CPY25011 LED Canopy/Soffit Luminaire Rey.Date V1 6 09/25/2020 OSQTM LED Area/FLood Luminaire—Large TYPE UGY OSQTM LED Area/Flood Luminaire-Large TYPE UGZ LED Security Wall Pack Luminaire Product Description Product Description DA Mount GC TO SEE NOTES BELOW Product Description DA Mount GC TO SEE NOTES BELOW Product Description CONTRACTOR TO SEE NOTES BELOW Upgrades TheCPY25011LEDCano /SoffitLuminairehasanextreme thin rofileconstructedofru edcast TheiArea/Flood tuminaire blendsextremeo ru .., Lighting Canopy/Soffit h p rugged ptical cant ol,advan<ed thermal management The Area/Flood luminaire.blends chrome ical control,advanced thermal management,,,, .* ,n,v., The Cree Edge`"wall mount tuminaire has a slim,low profile design.The tuminaire end caps are "y am - aluminum.It can be surface mounted easilyfrom below the cans deckand can be pendant mounted.Direct and modern. P PY P DM Mount a mode ,clean aesthetics.Built to last,the housing is rugged last aluminum an Integra, -x,,,,,;: and modern,clean aesthetics.Built to[as,the housing is rugged cast aluminum an rot egral, - made from rugged die cast aluminum with inte rat weatherti t "< gg g gh LED driver compartments and Imaging otlheLEDsiseliminatedwthah'h efficient patterned flat lass lens. weatherti htLEDdrvercom compartment-Versatile configurations simple )loll �•"' 9 n9 highly P P 9 g p V g g Imp a on Its tim.lowt LED dryer compartment. nJ load a mounting t and blends off emiesst ento thlati x1. performance aluminum heat sinks specifically designed for LED ap lications,Housing is rugged Applications:Petroleum canopies,CNG fueling stations,soffits Its design wad load requirements and blends sea rnlesslyintolhe ate: Its slim',low-profile design minimizes wad load requirements and blends seamless) into the a" p g 9g , p 9Y �"" aluminum.Includes a lightweight mounting box for installation over standard and mud ring single gang Performance Summary sit providing even,quality illumination.The'T'Input power designator is a suitable upgrade for site providing even,quality illumination.T1e'T input power designator is a suitableupgredefor J-Boxes.Satires to With four 15mm)Strews(byothe s).Conduit entry top,bottom, HID applications up to 750 Watts,and the'U'input power designator is a suitable upgrade for HID HID applications up to 750 Watts,and the U'input powerdeslgnator is a suitable upgrade for HID # sides and rear,Allows mounting for uptight or downlight.Designed and approved for easy a'.. .." Assembled in the U.S.A.of U.S.and imported parts applications upto1000 Watts applications up1o1000 Watts. u through-wiring.Includes leaf/debris guard.. . A llcatlons:Parkin lots walkwa cam uses autodealershi s office complexes, __ SoutholdNew York b pp g walkways, p dealerships, artd Applications:Parking lots,walkways,campuses,auto dealerships,office complexes,and Applications:General area and security lighting ' �,- (Memalroadways 1691mm) Internal roadways (691MMI CRI:Minimum 70CRI .�, PP- Y CCT:3000K(+/-300K) Fiat Lena Performance Summary Performance Summary Limited Warrairl10 years on turn trial tell 0 years on Colorfast DeltaGuardnfinish P m Delivery Tti optic p NarloOptic®PrecisionDeliveryGridT"oplic '4-- 8,1" Performance Summary _ _ NatwO tic Precision Defive Grid - B'1 IP66 Rated(Direct Mount only) (205mm1 (205mm1 ^^//7nn7��/,d� Assembled lathe U.S A d U.S.and Imported arts Assembled lathe U.S.A d U.S.and imparted parts Patented Nano Optic°Product Technology NY5—L 84'See my://cree0ph ring com/warrenry for warranty terms � � 19.0' � � � 19.0" Initial Delivered Lumens:Upto 27,iO3 (482mm) P Initial Delivered Lumens:Upto 27,103 (462mm) Made in the U.S.A.of U.S.and imported parts 1 /!�1 �7 GC TO VERIFY THAT Efficacy:Up to139LPW Efficacy:Up to139LPW CRI:Minimum 70CRI (464mm) � I Parcel ID. 1000—�J1 a-3— / FIXTURES CAN BE MOUNTED PER PLAN AND ALL NECESSARY HARDWARE IS SPECIFIED CRI:Minim urn 70 CRI 9m CRI:Minima 70 CRI 3.1" CCT:4000K(+/-300KI,5700K(./-50DK)standard (79mm1 (79mm) ACcessorie5 FOR INSTALLATION PRIOR TO PURCHASING Cii3000Ki+/-300K),4000K(+/-300K),5700K1+/-500K1 CCT:3000K1+/-300K),4000K1+1-300K),5700K(+/-500K) Limited Warranty^:10 years onluminaire/10 years on Colorfast DeltaGuard°finish 53300 Main Road I—NEMA"'photocell NEMAe Photocell Limited Warranty':10 years onlum'ineire/10yearsonCotorfestDeltaGuardefinish Receptacle location Limited Warranty's 10 years on tuminaire/10 years an Colorfast DeltaGuard's finish Receptacle location 'Saehnp/AighlMgseec.rnf arrentylorw srtyterms Field-Installed 0.91• �'-- i [ordered as an option) [ordered as an option) CONTRACTOR TO VERIFYTHAT FIXTURES CAN BE 127m:ni .-- 2.0•�J +Seahttp:(AighfirgaaamrcJ ranryborwnrranryterrte 'Sae htrp:/Aidrdre.creemmrwarranryforwarramy+erms MOUNTED PER PLAN AND ALL NECESSARY Town of Southold Dir•et Upg doLuminaires is(I Drop lens� ISOmmL a� �_ Accessories Flat Glass Lens Accessories canopy upgrade Kits It a ga.es Liighting C N-30 noted) '— HARDWARE IS SPECIFIED FOR INSTALLATION PRIOR � Gasket to Sed 3/4'119mmINPT � 3.8° I f8" 3.8" CPY-Ai-for use with Cree Lighting CAN-304luminaires,l6ga.5052 CmduaEntr 46 41E= Suffolk County New York aluminum up,o4.25•(,Oemml Y Field-lastalled (97rnm) (122mm1 Field-Mstalled (97mm) (122mmJ Accessories TO PURCHASING 1104mm1 canopy cdod XA-BXCCMW-for use with Jet-Philips,scab,"(549mm)square,while XA-BXCCNW-for use with Elsco Franciscan,22.06"(560mm)square,white ^fi Bach fight SMeld ,Hand-Held Remote Back)lght Shi etd Hand-Held Remote A Fieltl-Installed XA-BXCCPW-for use with LSI Dakota or Masters,22,50"(572mm1 square, 7 -e f • OSO-BLSLF XA•SENSREM OSQ-BLSLF X4-SE14SREM f A 2' 15.0• From facing optics For suss essful implementation of theprogrammable mull i-levels non, Front facing optics for successful Implementation of the ro m mablo multi-lavato lion, Bird-Spites Hand-Held Remote white is , 9 W P P - 9 Pt P P 9 P 1183mm1 ` , 1362mmi OSQ-BLSLR a minimum o)one hand-held remote Is required OSQ-BLSLR a minimum of one hand-held remote a required XA-BXCCOW-for use with Whit=wry Riviera orRig-A-Lire,20 60"(523mm) �.../ 9 q XA-BRDSPK XA-S ENSREM square,white �— • --� -Rotated optics Weight -Rotated optics XA-BXCCRW-for use with Elsco Marrit,18.06"459mm1 uane,white g Weight -Forsuccessful implementationofthe programmable multi-level 1 option,a minimum of one hand-held remote is required LED Count(x1D) Dim."A" Weight XA-BXCCSW-for usewith LSI Richmond or VJhiteway Civic,2300"(584mm)- �� 28 516s.(13kg1 28 516s.(13kg) x 13 00"1330mml W,white 02 9.9'1251 mml 20 tbs,19.1 ) kg Direct MountJunction Box/Stem Kit Meull ad Self-se (279mm) Ordering Information P separately: GC TO VERIFY GC TO VERIFY THAT Ordering Information p hi OC TO VERIFY GCTOVERIFYTHAT o4 11.9'1303mm1 zz ins.(,o.okq) Suppliedtat S sling Fullyassembled luminalre is composed of two component must be ordered se aratel: Full assembled luminal re is Composed of two Components that must be ordered se ar8te WXA-BXCCJh DX-6.0"(152mm)Hx3/4"(19mm)NPT Stem Shed Metal Screws EXampla.Moum,OSO-AASVr Lumineirer OSQ•A-NM-2ME-T-40K-UL-SV AND SPECIFY FIXTURES CAN BE MOUNTED Example:Moti OSO-AASV.Lumirolro,OSQ�A-NM-2ME-T•40K-40K AND SPECIFY FIXTURES CAN BE MOUNTED IF NOT PER PLAN AND ALL IF PER PLAN AND ALL 06 13.9'I353mm1 2s1b5.1,,.3kg) 0 H IFE I -Rated for feed through B(Lin,4 out)q12 AWC conductors 08 15.9'(404mm1 271bs.(12.2kgj -''�,•� y.. Em Direct Mount Beauty Plates Weight Mount(L•minaire must beoMeied sopardtetyl= NECESSARY HARDWARE IS Mnunt(Luminaire meet be oalered soparaMlyl= NECESSARY HARDWARE IS XA-BXCCB PW-26.17"1665 mm)Beauty Plate Only(18 ga.steel),white t45iix l5 tkgl - ' XA-BXCCBPBI2W-26.97"(665mm1 Beauty Plate 118ga.steeilw712"(305mm) osQ- SPECIFIED FOR osa- SPECIFIED FOR 10 17.9.14s5mm) 31 tbs,(14.1kg1 engineering & design Backer Plate 116 ga.steel),white GCTO REFERENCE INSTALLATION PRIOR TO _GCTO REFERENCE INSTALLATION PRIOR TO ,z 19.9"1505mml 32 tbs,114,5kg1 g g n g -For use In canopies where deck opening is larger than what is required for 050-AA Adjustable Arm Cater Options, SVSilvor BZBro PLANS FOR COLOR ,a` OSO-AAAdjustable Arm Color Optlonsi SVSilver BZ Bro PLANS FOR CO LOR CONTRACTOR TO men nti ng the CPY250 luml noire,Maximu m deckopening 10.75"x15" 0SO-DA Direct Arm UK Black WH a PURCHASING OSQ-CA Direct Arm SK Black WH a PURCHASING 11B3mm x375mmi DESIGNATION DESIGNATION CONTRACTOR TO VERIFY REFERENCE PLANS XA-BXCCBP816W-26.17"(665mm)Beauty Plate(18 ga.stee t)w/16"I406mm1 'Reference EPA and pale conf9uration wit.bray date boosting on page 7 - 'Refe,•nce EPA axd pate mnrguration suitebiliry date bgrn,ing on veg•7 � AND SPEC)FY I F NOT UL Backer Plate(16 ga.steel),whit FOR COLOR DESIGNATION Rutherford, NJ • New York, NY • Boston, MA -For use in canopleswhem deck opening is larger than what is required for mounting the CPY250luminalte Maximum deck opening 12"x 15" Luminaire(Mount must be ordered separately) Luminalre(Mount must be ordered separatelyl Ordering Information f3o5mm x 375mm) •Must sp¢dfy Wtor OSQ A NM Os0 A NM Example:SEC-EDG-2M-WM-06-E-UL-SV-700 Princeton, NJ • Tampa, FL • Detroit, MI Input Input SEC-EDG WIM E �; Ordering Information product Vanities Moanrm Optic power COT Volta C.I r 0 p Color www.Stonefieldeng.com Example BXCC9095& S p yQ options ptrxns Product Vetsinn Mounting Optic Power CCT Voltage Options Options LED Designator Designator Color Drive Product Optic Mounting Count Series Voltage Options Oso A NM Asymmetric T 30K UL BK DIM 0-16VDIrtming O9/08/07/04/D570 4/0 310 2/Ot OSD A NM Asymmetric T 30K UL SKI DIM 0.1 OVDImmin O4 O8/o7/Obi05104/03/02/01 1xt 0) Options Current sxcc9o9s& rm 9 / _ No Mourn 2ME• dME• 166W 3000K Unrva rsal Black Control by others Field Adjustable Output No Mount 2ME• 4ME• 16dW 3000K Unpro rsal Biotic -Control by others Field Adjustable Output � --- Typo ll TypelV U 40K 120-277V BZ -RafertoDimmirnsoecsheet -Must sarea 09,06,Q5,04,03,02,tr01 Type ll Typo U 40K 120.27N BZ -RetertoDirnmingspec5hoet -Mustsolact09,Q6,05,04,03,02,or0l SEC-EOG Ty VIM 02 E uL BK 350 DIM -Conmlbyofh 584 Broadway Suite 310 New York NY 10012 Product Version Mounting Optic Input Power Designator Voltage Color CCT Medium Medium 215W 4000K UH Bronze ford tads for TiOpm power designatoryP Type ll Medium Wall Mount > > s 3 ME- 57K Universal SV -Can't exceed wattag a of specified -Mustsalsa 09,Q8,Q7,Q6,05,p4,03, Medium Medium 215W 57K UH Bronze Can't exceed faustselet 09,QB,Gigretor 04 120-27V Black 525mA -Control by 3ME• 57K Univereal Sy -Can't exceed wattage of specified -Must salesQ9,QB,Q7,Qd,05,Q4,O3, 2MB 86 120-27N B2 525 -Refer toDimminosoecsheetfordetails Typo ll) 5700K 347-480V Silva, input power designator 02,or 01 for U input power designator 347-480V input 02,or01forUinut power Type 11Mediumw/BLS 08 UH Bmnm 525mA -Can'texceedspecifieddrivecurrent Phone718.606.8305 CPY250 B DM F C UL WH 30K F Fuse -Offorsfullran ead ustsbihl Type 111 5700K Silver nP P 9 p P° 9 edium WH 9 I Y F Fuse •Ottersfull rang ad'ustabilit 25 70 Universal 5V 7AvailaNe with 20$O LEDs F -Fuse Ref Direct Flat Lens -With Special Limiter Universal White 3000K White -When code dictates fusing,use -Refer to pages 9-10 for powerand Medium WH B f Y Type Shore 347-480V time delay fuss lumen values White When coda diaat as luring,use -tumenReferto values 9-10 for powerand YP 72 Silver 700 -Refer to Mlsoec sheet for waits bilitywith MIL 120-277V Y time dale fuse lumen values 258 34 WH 700mA options 15W � Symmetric -Available for U.S.applications R NEMA°Photocell Receptacle Symmetric -Avaihblelor U.S applications R NEMA°Photocell Receptacle Type ll Shortw(BLS 347V While -Available with 20-60 LEDs -Availablewith ULvoltegeonly 5ME 25D only -Intended for downlig to applicationswith SME 26D only -Intended for downtig lit applications with 3M -Available for U.S.applications only TypeV 25° PML Programmable Multl-Level,up maximum 45'tit TgpaV 25• PML Programme bra Munl-Level,up maximum 45°tilt Type 111 Medium -When ode dictates fusing,use time delayfuse GC TO VERIFY VOLTAGE Median Rood to 40'Mounting Heigh 3-pi recap acle per ANSI C136.10 Medium Rood to 40'MouMmg He ght .3-pin receptacle per ANSI C136.10 3MB Mr. Multi-Lmei B Architecture AND SPECIFY CHANGES GC TO REFERENCE 5SH 40D Retorts PML spec she¢tfor Phdorooslnd shorting cap byethers 5SH 40D -RafertoPMLsyecshietfor •Phutocslland shorting cap byothers Type IIIMediemwBLS Refer toMLspec sheet for deta8s BASED UPON FIELD PLANS FOR COLOR Type 40° details RL Rotate Loft Type 40° details RL Rotate Left 4M Intended for downtight applications with 0°tilt Short flood -lntandedfordewnlight -LEDandapticarorotatediotheleft Short Rood -IntendedfordownGggk -LEDarrdopticamrotatedtotheteft Type NMedium P Photocell B+W Architecture D.P.C. CONDITIONS DESIGNATION WSN 60D applkanon-i tdt Referto RR/RLconfigurationdiagramon a Ikanuneat0°tilt Refer RR/RL onfi cation diagram on -Referto ML3pecsheetfor waila bilitywith ML options 2 for optic directionality WSN bOD PP 9 9 4MB Wide 60° PML2 Programmable Multi-Levrl, page Ix t7 Wide 80' PML2 Pro rammable Multi-Level, page optic d,rechorali -Must sleafy ULor 34 voltage 9 9 P< 7 Type NMediumw(B LS Sign flood 10-30'MouMing Height RR Rotate Right Sign flood 10-30'Mauming Height RR Rotats Right PML Programmable Multf-Leval 1SD -Referto PML soec sheet for -LEDand optic am rotated to the right 16D •Refer to PML spec sheet for •LED a nd optic are rotated to the rig M -Refer to PML sRg�ehgst for data Its Architecture 15' dsta,U -Referto RR/RLconfigurationdiagraman 15• details •Refer to RR/RLconfiguration diagram on -Intended for downlight applications with 0°tilt Interior Design Flood -Intended for downright applications page 2 for optic directiorerity Flood -Intended for downright applications paga 2 for optic directioruhq, 40K 4000K Color Temperature g ar,'tilt ato,vit -Minimum7OCRI Facility Planning&Design -Color temperature per lumina ire •Available wait Bxklight5heidwten ordered wish field-mstelled zcas�ry boa teb6 abrna) •ArailnNs wrth BackDghtSheldwFen ordenaiwitn field.insW led accessory bse tab6 aboel 45 Broadway,4th Floor „{ I , ✓ • Rev Date:Vt606/05/2016 ys U ';-,ris•;.. ,. Rev Date:V16005/2018 New York,New York 10006 O CEE = LIGHTING C uL IwoO - uL os ; l�` Oa �, �},a` ».,..y C •L (� N,,..�..,,w 1 Rev,Date:V3 09/06/2017C 4,� — " °' Telephone:212.966.2237 US:creeUahtinu-otun T(8001236-6800 US,lightinticrieecom T 18001 23 6-660 0 F(2 6 21 5 0 4-5 415 Canada.wwwcreaeanJcaredle T(80 01 473-123 4 F 18001090-7507 US,ligMing,cree-com T(800236-6800 F(2621504-5415 Canada:wwmcnee.comitcanada T(800)473-1234 F(800)e90-7507 US:Ughting.cree.com T i8001236-6800 F(2621504-5415 Cenede:www.cree.com/eaneda T 18 0 01 47 3-12 34 F 18001890-7507 Canada:creellattting-earlada come T 18001 47 3-12 34 Issue Date&Issue Description By Check 01 04/27/2021 AM ZC 2 3 4 FOR PERMIT SUBMISSION y NEy� E.Cyr 0 co a. 0997A� a '°Ro�sstitl�' o; r"~ a AM ZC 0 DRAWN BY CHECKED BY 0 a U STONEFIELD z engineering&design, Ilc. SCALE: (H) AS SHOWN 0 t� PROJECT ID: NYC-210037 0 z TITLE: a n� DETAILS U _ n I�"gd AUG 2 3 202, u —Sou61Old Town--� SHEET: v Planning Board C8 as Southold Town Planning Board Work Session -July 11, 2022 - Page 2 ........._..............................._......._........................--_._................_.... ..........................._....................._....._........................._...__..._...................................._........................................_..__................ . ...................................... Project Name_ Murtha Agricultural Barn _ SCTM#_ 1000=56-1-11_15 - _ Location: 2668 Lon Creek Drive, Southold -----................_..._._........_..._..._....._.....- ...__g_........_._....._._..._........._._..__....._.........._.. ..........................__........................__._...._._._.._....................................__._........................_._-.........._........_.........................-._...................._.......... Description: This site plan application is for the proposed construction of a 42' x 60' agricultural storage building for equipment related to raising livestock and. _ _ __ pasture management, on 20.6 acres in the AC Zoning_ District_ : - --.._.._......... _.._._..---._.._.._... ............... .___ .......g - Status: Approved ._..._...-.-------.---_....._... -- ------- ...-----.--........................__........- ----------------—...............----------..._........_..-_......._.........----.._.... Action: Review for CO Attachments: Staff Report -- ---- ---------- - -- ------._..__...---....__...............__...----- - ----- .__.-............_-- ..............---............. . Bank of America Exterior Li htin U rade SCTM#:' 1000-61-3-7 ® Project...-Name: _. ... ...................................._.. g....._-----P.g............._.................._.._.............................._. .........._....._............................................ _..._.....; -..._r..__.._............._....._...._..._...__._...__._...-- .__._..........__................._. _._. Location: 53300 NYS Route 25, Southold - - -- - -- ... -...------........-....... _--- ---- --- Description: This site plan is for the addition of a drive-up ATM and exterior lighting at an existing bank site. Status: Pending. ........................-................................................................................................_._..........................................................._.... Action: ' e Updat - ------ - - -.....- Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session —Analysis Date July 11, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Bank of America Southold Exterior Lighting Applicant: Whidden Silver, Inc. Tax Map Number: 61.-3-7 Project Location: 53300 Main Road Hamlet: Southold Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.90 acres Building size No change; add drive up ATM III: Analysis With reference to the March 29, 2022 Planning Board letter: Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: a. Provide correct reference to Chapter 172 for exterior lighting compliance. Only Chapter 280-117 (Supplementary Regulations) is referenced throughout the plans. Submitted: no. Only reference to §280-117 is shown on the plan set. This section is an older section of Code (1994) and provides limited exterior lighting guidance. Chapter 172 enacted in 2010. b. Remove three existing pole light fixtures (see attachment) from the perimeter of the parking area, leaving only the existing light over the sidewalk path to the adjacent church in the southwest corner of the site. These fixtures are ineffective in lighting the parking area and cause excessive light trespass across the property lines. Submitted: not completely. Three existing light poles are shown to be removed; however, not consistent with the location of the three the Board had identified. The applicant has removed all but the existing pole adjacent to the ADA parking stalls (near front yard lighting). The Board 1 had identified this pole light fixture to be removed and retain the existing pole light.fixture over the access sidewalk to the adjacent church towards the rear of the parcel. By removing 3 out of 4 fixtures, the footcandle values at the property lines are shown to have decreased from 0.8/1.Ofc to 0.1 fc, which is consistent with the Code. c. Provide a consolidated number of pole light fixtures (2 or 3) at a significantly shorter height than the 23' and 30' mounting height (MH) . proposed, within the adjacent parking area near the proposed drive-up ATM. This is in the effort to satisfy safety lighting standards and provide a safely lit parking area for after hour use that is within the scale and context of Southold Hamlet. Submitted: yes. Previously: five new fixtures were proposed 2 @ 30'MH, 1 @ 23' high, 1 @ 9'6"high and 1 @ 9' high Revised: five fixtures, 2 @ 18' high, 2 @ 9'6" high and 1 at 9' high d. Significantly reduce on site foot candle values so that they are consistent with the averages recommended by the IESNA and NY Banking Law; Submitted: not entirely. With exception of the rear property line and driveway exit, most foot candle values have increased with this revised design. (see analysis below) e. Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; Submitted: no, not specifically referenced. Sheet C5 provides foot candle measurements at a 5' radius and 5' above the ground; however there is no section detail provided that shows the illumination values on the surface of the machine. (see analysis below) f. Provide mounting details for the proposed rear canopy fixture; Submitted: yes, 9'6" high (fixture U13O2) g. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. 2 Submitted: not specified. Sheets C5 and C6 are titled "Security Lighting Plan" but reference the same fixtures as Sheet C5 "Overall Lighting Plan". Sheets C5 and C6 show foot candle values at different elevations (some at grade, some 5' above grade) and planes (some horizontal, some vertical) —see analysis below h. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach 0.0fc. 5.0fc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this rural location. < 5.0fc can achieve adequate site lighting; If any of Chapter 172 is to be exceeded', a narrative and documentation by a lighting engineer must be provided detailing what standards/law are being referenced and describing/showing what provisions can only be met with a design that does not comply with this section; Submitted: no. A narrative or documentation has not been provided. i. Provide an information table on the photometric plan with all fixture details including: quantity, height proposed, color temperature (<_ 3000K, 2700K for LED), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 22,500 (0.9 x 25,000 = 22,500); Submitted: yes, but incomplete. All fixtures are noted at 3000K with mounting height details and cut sheet specifications; however, total lumens required and total lumens proposed are not tallied and accounted for. j. Complete information includes: i. Location of each current and proposed outdoor lighting fixture indicated on a site plan. ii. Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). iii. Lamp source type, lumen output, and wattage. iv. Mounting height indicated, with distance noted to nearest property line for each luminaire. 3 v. Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. vi. Shielding and all mounting details, including pole foundation description. vii. Total lumens for all fixtures and total square footage of areas to be illuminated. No fixtures are out of scope. viii. For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. Background and Analysis This existing Bank of America location includes a front walk-up ATM and a rear drive-up teller window that is occupied by employees during business hours. The subject application is proposed to construct a rear drive-up ATM, three (3) new exterior light fixtures and one (1) relocated exterior light fixture. According to our lighting Code, all proposed exterior lighting should use the least number of poles/fixtures at the lowest height; and, at the lowest illuminance levels necessary to safely light the area for the proposed use. It is important to note that the subject parcel is bordered on three sides by R-40 zoning and the Custer Observatory is within a mile of the subject site. Existing: Six (6) pole lights in the front yard at 18' high each, five (5) wall mounted fixtures all mounted at or less than 10' high and four (4) parking lot fixtures at 20' high. Section 172-(5)(C)(2) of the Town Code provides guidance for specific lighting requirements as well as information the Planning Board can use for uses with inherent safety concerns, such as ATM's. Illumination levels for various common tasks, as provided in the IESNA Recommended Practices Guidelines, shall not be exceeded for exterior lighting unless otherwise specified or approved by the Planning Board. 4 The Town recognizes that not every situation will require lighting, and excessive or unnecessary light shall be avoided. Appropriate lighting levels are dependent upon the general nature of the surroundings and the Building Department or Planning Board may require more or less than those listed in the IESNA Recommended Practices Guidelines. In no instance may any lighted surface, as installed, exceed five footcandles, as measured horizontally or vertically by a light meter unless it can be demonstrated that a higher level is necessary for the proposed use (higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations, (e.g., federal standards establishing lighting levels around automated teller machines). The overall lighting plan on Sheet C4 shows the details at grade with an average of 1.5fc and a max of 12.7fc. To assist the customer in operating the ATM, IESNA Standards provide the following: - Face of the machine should have 15fc with 10fc on all horizontal surfaces within 10 feet of the face of the ATM. An average horizontal illuminance of 2fc should be provided within a 50 foot radius of the machine; Staff: the illuminance values on the face of the machine are unknown. • Sheet C5 provides a 5' radius at 5' high with values twice as high as previously shown. Was: 15.4, 16.0, 18.7, 19.0, 32.1, 32.6 Now: 32.7, 33.4, 36.8, 36.8, 47.2, 47.3 • The average at grade at 50' radius is not provided o Sheet C5 does provide a 30' radius at grade with an average of 4.73fc and a max of 15.0. - Supporting parking spaces within 60 feet of the ATM, should have an average of 2fc; - Lighting should not produce glare for the users, pedestrians, drivers and/o light trespass onto neighboring properties. Staff: the photometric plan cannot be verified as consistent with the IESNA as shown, foot candle values on the plan greatly excess of the Code maximums and IESNA standards. 5 According to NY State Banking Law, adequate lighting of"an open and operating ATM facility open to the outdoor air lighting during nighttime hours according to the following: - (1) minimum illuminance of 5.Ofc is maintained on a horizontal plane at five feet outward from and five feet above the ground surface from the ATM: Staff: Sheet C5 shows a section of 5' out and 5' above grade and notes foot candle measurements of: o Was average of 22.5fc including 32.6fc, 32.1fc, 19.9fc, 18.7fc 16.Ofc and 15.4fc all within a 5' radius. o Now average of 39fc including 47.3, 47.2, 36.8, 36.8, 33.4, and 32.7 o These values greatly exceed the NY Banking law minimum - (ii) a minimum illuminance of 2.Ofc is maintained on a horizontal plane at a point thirty feet in all unobstructed directions from the ATM, measured at ground level Staff: sheet C5 shows a 30' radius at grade and provides an average illuminance value of 4.73fc (was 4.42fc) with a maximum of 15.Ofc (was 9.9fc) and a minimum of O.Ofc (was 3.2fc). These values greatly exceed the NY Banking Law minimum - (iii) at sixty feet in all unobstructed directions from the ATM, a minimum illuminance of 1.Ofc is maintained, measured on a vertical plane at five feet above ground level; Staff: Sheet C6 provides a 60' radius at 5' above the grade with an average of 4.02fc (was3.76fc), maximum of 9.1fc (was 6.3fc) and a minimum of 0.5fc (was 1.7fc). These values greatly exceed the NY banking Law minimum - (iv) with respect to an ATM that is not in accordance with the standards set forth in either subparagraph (ii) or (iii) of this paragraph, or both such subparagraphs, a minimum illuminance of 2.Ofc is maintained measured at a horizontal plane at 5' above ground level at 50' in all unobstructed directions from the ATM o Staff: this sectional is provided on sheet C6 but there is no corresponding information table The following items on the photometric plan cannot be found consistent with Town Code, the standards of the IESNA or NYS State Banking Law for ATM's open to the air at this time. 6 1. Numerous foot candle values on the photometric plan are shown as greater than 5.Ofc 2. Numerous foot candle values on the photometric plan are shown as greater than 0.05fc at the property lines and along Wells Avenue; 3. Total Lumens permitted in commercial zone is 25,000 / acre: a. Lumens Maximum Permitted: 22,500 lumens (0.9ac X 25,000 lumens per acre) i. Lumens for front yard light fixtures = 94,592 ii. Lumens for four (4) parking light fixtures = 22,120 (5,530 ea.) iii. Lumens for proposed drive up ATM fixtures = 37,821 (was 53,058) V: Planning Board items to consider: 1. Provide the following on a revised photometric plan: a) Applicable references to Chapter 172 Code as detailed above. b) Revise section details on Sheet C7 to be consistent with revised proposal (still shows detail for 30' and 23' mounting heights); c) Consider the redesign of rear parking lot lighting and determine whether this modification is sufficient in meeting safety standards along with the goals and intent of Chapter 172. d) Significantly reduce on site foot candle values (and lumens) so that they are consistent with the averages recommended by the IESNA and NY Banking Law; e) Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; Provide a narrative and documentation by a lighting engineer must be detailing what standards/law are being referenced and describing/showing what provisions can only be met with a design that does not comply with section 172. 7 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f Sa P.O.Box 1179 54375 State Route 25 ®�� °®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 B www.southoldtownny.gov Cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plann Date: March 21, 2022 Re: Planning Department Report Bank of America Photometric Site Plan 53300 Main Road, Southold - SCTM#1000-61.-3-7 The Planning Board has found that the requirements of the above-referenced Bank of America Photometric Plan for the front yard walk-up ATM have been completed. The improvements are in compliance with the Planning Department memorandum dated March 19, 2021; therefore, we recommend a Certificate of Occupancy be issued for this application. Please note that this site remains under Site Plan review for a rear drive-up ATM and associated Photometric Plan, and that the Planning Board's support of a CO for the front yard walk-up ATM does not imply that an approval is guaranteed for the rear drive- up ATM. Nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements that may affect the site design. Thank you for your cooperation. S`ubrnissiofz Without a Covet Led ej ED .. n . __M.m... Sender: '_,jo 0aAN\C-'(\ '��'e �Osk� °Y 2 iii J ^f �C� �x <<�� L�� n� Planning oar S ub ect: 6 aI SCTM#: 1000 - W_ Date: s( ka I as Comments: Cow o-F -Pe) \e_--er rcPjuezjA(N J re\I;s;cc\S coF;e_s o� rev6ed SS-w— pko'(S OFFICE LOCATION: ,. , ;- w MAILING ADDRESS: Town Hall Annex " P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY �, Telephone: 631 765-1938 www.southoldtowxmy.gov PLANNING BOARD OFFICE RECEIVED TOWN OF SOUTHOLD _....,....._._.m. ... MAY 22' March 31, 2022 SOLUFOi own Planning Board Mr. Jonathan Berkoski B+W Architecture D.P.C. 45 Broadway, 4t" Floor New York, NY 10006 Re: Proposed Site Plan for Bank of America 53300 Main Road, Southold SCTM#1000-61.-3-7 Dear Mr. Berkoski: I am writing as a follow-up to the Work Session held on March 14, 2022 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: a. Provide correct reference to Chapter 172 Code, remove all reference to Code 280-117. BOA Photometric Plan Page 12 March 31, 2022 b. Remove three existing pole 'light fixtures (see attachment)from the perimeter of the parking area, (leaving only the existing Bight over the sidewalk path to the adjacent church in the southwest corner of the site. These fixtures are ineffective in lighting the parking area and cause excessive light trespass across the property lines. c. Provide a consolidated number of pole light fixtures (2 or 3) at a significantly shorter height than (23' and 30'high) proposed, within the adjacent parking area near the proposed drive-up ATM. This is in the effort to satisfy,safety lighting standards and provide a safely lit parking area for after hour use that is within the scale and context of Southold Hamlet. d. Significantly reduce on site foot candle values so that they are consistent with the averages recommended by the IESNA and NY Banking Law; e. Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; f. Provide mounting details for the proposed rear canopy fixture; g. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. h. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site Foot candle values must be shown to the property lines or until they reach O,Ofc. 5.Ofc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this rural location. < 5.Ofc can achieve adequate site lighting; If any of Chapter 172 is to be exceeded, a narrative and documentation by a lighting engineer must be provided detailing what standardsllaw are being referenced and describing/showing what provisions can only be met with a design that does not comply with this section; i. Provide an information table on the photometric plan with all fixture details including: quantity, height proposed, color temperature (_.� 3000K, 2700 for LED), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code§1 2, the maximum lumens permitted for this site is 22,500 (0.9 x 25,000 = 22,500); BOA Photometric Plan Page 13 March 31, 2022 j.. Complete information includes: i. Location of each current and proposed outdoor lighting fixture indicated on a site plan. ii. Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). iii. Lamp source type, lumen output, and wattage. iv. Mounting height indicated, with distance noted to nearest property line for each luminaire. v. Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. vi. Shielding and all mounting details, including pole foundation description. vii. Total lumens for all fixtures and total square footage of areas to be illuminated. No fixtures are out of scope. viii. For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings Planner Flo, r TM PI TK- ax r w , 64H9H9I6 `� rr w �rt f� w yy ,, , OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � � m�,, P.O. Box 1179 54375 State Route 25 a Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ri Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 31, 2022 Mr. Jonathan Berkoski B+W Architecture D.P.C. 45 Broadway, 4t" Floor New York, NY 10006 Re: Proposed Site Plan for Bank of America 53300 Main Road, Southold SCTM#1000-61.-3-7 Dear Mr. Berkoski: I am writing as a follow-up to the Work Session held on March 14, 2022 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: a. Provide correct reference to Chapter 172 Code, remove all reference to Code 280-117. BOA Photometric Plan Page 12 March 31, 2022 b. Remove three existing pole light fixtures (see attachment) from the perimeter of the parking area, leaving only the existing light over the sidewalk path to the adjacent church in the southwest corner of the site. These fixtures are ineffective in lighting the parking area and cause excessive light trespass across the property lines. c. Provide a consolidated number of pole light fixtures (2 or 3) at a significantly shorter height than (23' and 30'high) proposed, within the adjacent parking area near the proposed drive-up ATM. This is in the effort to satisfy safety lighting standards and provide a safely lit parking area for after hour use that is within the scale and context..of Southold Hamlet. d. Significantly reduce on site foot candle values so that they are consistent with the averages recommended by the IESNA and NY Banking Law; e. Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; f. Provide mounting details for the proposed rear canopy fixture; g. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. h. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach O.Ofc. 5.0fc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this rural location. < 5.Ofc can achieve adequate site lighting; If any of Chapter 172 is to be exceeded, a narrative and documentation by a lighting engineer must be provided detailing what standards/law are being referenced and describing/showing what provisions can only be met with a design that does not comply with this section; i. Provide an information table on the photometric plan with all fixture details including: quantity, height proposed, color temperature (<- 3000K, 2700K for LED), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 22,500 (0.9 x 25,000 = 22,500); BOA Photometric Plan Page 13 March 31, 2022 j, Complete information includes: i. Location of each current and proposed outdoor lighting fixture indicated on a site plan. ii. Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). iii. Lamp source type, lumen output, and wattage. iv. Mounting height indicated, with distance noted to nearest property line for each luminaire. v. Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. vi. Shielding and all mounting details, including pole foundation description. vii. Total lumens for all fixtures and total square footage of areas to be illuminated. No fixtures are out of scope. viii. For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings U Planner e � 4E NJ �p m pz7 I� o �. . . . _ Southold Town Plannin Board VVorl�Ses_sion — March„ 14 2022— Page..3 Project Name: Greenport Medical Offices & ( SCTM#: , 1000-34-2-1 Residences , Location: 160 NYS Route 25, Greenport Description: This Site Plan application is for the proposed construction of four (4) campus-style residential office buildings with three (3) medical office units on the first floor and ten (10) workforce housing units on the second floor of each, with 120 parking stalls on 4.7 aces in the RO and [ R-40 Zoning District. . Status: i Pending Action: Completeness Attachments: Staff Report Project Name: Bank of America Exterior Lighting Upgrade SC 1000 61-3-7 _.. _ _ Location: 53300 NYS Route 25, Southold Description: This site plan is for the addition of a drive-up ATM and exterior lighting at an existing bank site. Status: Pending Action: Update Attachments: Staff Report Project Name: Cell Tower at Laurel Stone SCTM#. , 1000-122-6-35.4 Location: 7055 Route 25, Mattituck Description: This proposed Site Plan is fora 110' tall wireless communication facility (cell tower) for one Verizon section 100' -110' a.g.l. and two AT&T antenna sections 80' - 100' a.g.l. and three (3) empty 10' sections for possible future co-location (all concealed within the pole), along with a 2,500 sq. ft. area for proposed associated ground equipment. There are ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business,, Zoning District. Status: Approved Action: ' Review Request for CO Attachments: Staff Report Discussion: ❖ Site Plan Use Determinations (SPUD): o McBride & Sons Battery Energy Storage, 10750 Oregon Road., Cutchogue, SCTM#1000-83.-3-6.1 Southold Planning Department Staff Report Site Plan Application Work Session —Analysis Date March 14, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Bank of America Southold Exterior Lighting Applicant: Whidden Silver, Inc. Tax Map Number: 61.-3-7 Project Location: 53300 Main Road Hamlet: Southold Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.90 acres Building size No change; add drive up ATM III: Analysis See section IV below for updated site visit analysis. This existing Bank of America location includes a front walk-up ATM and a rear drive-up teller window that is occupied by employees during business hours. The subject application is proposed to construct a rear drive-up ATM, three (3) new exterior light fixtures and one (1) relocated exterior light fixture. According to our lighting Code, all proposed exterior lighting should use the least number of poles/fixtures at the lowest height; and, at the lowest illuminance levels necessary to safely light the area for the proposed use. It is important to note that the subject parcel is bordered on three sides by R-40 zoning and the Custer Observatory is within a mile of the subject site. Existing: Six (6) pole lights in the front yard at 18' high each, five (5) wall mounted fixtures all mounted at or less than 10' high and four (4) parking lot fixtures at 20' high. Proposed: two fixtures proposed at the building at 9'6" high and 9' high; and two pole lights with one at 23' high and the second at 30' high in the parking area. According to the Illuminating Engineering Society of North America (IESNA): there are three general types of locations for ATM's: Drive-up, Walk-up and Interior. These may be either attached to a banking facility or freestanding. Except during normal banking II hours, there are usually no trained attendees at any of these locations; therefore, security is an issue in all cases. In March of 2021, an amended photometric plan was reviewed for the site to provide adequate lighting for the 24-hour "open to the air" walk up ATM in the front. This type of ATM, as identified by the IESNA and NY State Banking Law, is a type of location with the highest danger, as the customer is defenseless; therefore, IESNA standards included guidance to limit shrubbery/obstructions and for certain illuminance values to be maintained along all sidewalks and around the corner of the building to prevent inconsistent lighting. The amended application had specific guidelines and reasoning to exceed Code lighting limits. The drive-up ATM configuration is considered the least dangerous of these locations because these ATM's allow the customer to remain in the vehicle where, in theory, they are surrounded by a protective barrier with a ready means of escape. Problems arise when the customer's attention is on the machine, allowing a perpetrator to enter the vehicle on the passenger side from the adjacent hiding place. Shrubbery and other possible areas of concealment should be eliminated close to the drive-up ATM and signs should suggest that customers lock car doors. Section 172-(5)(C)(2) of the Town Code provides guidance for specific lighting requirements as well as information the Planning Board can use for uses with inherent safety concerns, such as ATM's. Illumination levels for various common tasks, as provided in the IESNA Recommended Practices Guidelines, shall not be exceeded for exterior lighting unless otherwise specified or approved by the Planning Board. The Town recognizes that not every situation will require lighting, and excessive or unnecessary light shall be avoided. Appropriate lighting levels are dependent upon the general nature of the surroundings and the Building Department or Planning Board may require more or less than those listed in the IESNA Recommended Practices Guidelines. In no instance may any lighted surface, as installed, exceed five footcandles, as measured horizontally or vertically by a light meter unless it can be demonstrated that a higher level is necessary for the proposed use (higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations, (e.g., federal standards establishing lighting levels around automated teller machines). To assist the customer in operating the ATM, IESNA Standards provide the following: - Face of the machine should have 15fc with 10fc on all horizontal surfaces within 10 feet of the face of the ATM. An average horizontal illuminance of 2fc should be provided within a 50 foot radius of the machine; Staff: the illuminance values on the face of the machine are unknown. The section on sheet C6 shows values at 5' high in the area of the ATM measured at 20.2fc and 19.4fc - Supporting parking spaces within 60 feet of the ATM, should have an average of 2fc; Lighting should not produce glare for the users, pedestrians, drivers and/o light trespass onto neighboring properties. Staff: the photometric plan cannot be verified as consistent with the IESNA as shown, foot candle values on the plan greatly excess of the Code maximums and IESNA standards. According to NY State Banking Law, adequate lighting of"an open and operating ATM facility open to the outdoor air lighting during nighttime hours according to the following: - (i) minimum illuminance of 5.Ofc is maintained on a horizontal plane at five feet outward from and five feet above the ground surface from the ATM: o Staff: Sheet C5 shows a section of 5' out and 5' above grade and notes foot candle measurements of 32.6fc, 32.1fc, 19.9fc, 18.7fc 16.Ofc and 15.4fc all within a 5' radius. These values greatly exceed the NY Banking law minimum - (ii) a minimum illuminance of 2.Ofc is maintained on a horizontal plane at a point thirty feet in all unobstructed directions from the ATM, measured at ground level o Staff: sheet C5 shows a 30' radius at grade and provides an average illuminance value of 4.42fc with a maximum of 9.9fc and a minimum of 3.2fc. These values greatly exceed the NY Banking Law minimum (iii) at sixty feet in all unobstructed directions from the ATM, a minimum illuminance of 1.Ofc is maintained, measured on a vertical plane at five feet above ground level; o Staff: Sheet C6 provides a 60' radius at 5' above the grade with an average of 3.76fc, maximum of 6.3fc and a minimum of 1.7fc. These values greatly exceed the NY banking Law minimum - (iv) with respect to an ATM that is not in accordance with the standards set forth in either subparagraph (ii) or (iii) of this paragraph, or both such subparagraphs, a minimum illuminance of 2.Ofc is maintained measured at a horizontal plane at 5' above ground level at 50' in all unobstructed directions from the ATM o Staff: this sectional is provided on sheet C6 but there is no corresponding information table 7 The following items on the photometri an cannot be found consistent with Town Code the standards of the IESNA or NYS State Banking Law for ATM's open to the air at this time. 1. Numerous foot candle values on the photometric plan are shown as greater than 5.Ofc 2. Numerous foot candle values on the photometric plan are shown as greater than 0.05fc at the property lines and along Wells Avenue; 3. Total Lumens permitted in commercial zone is 25,000 / acre: a. Lumens Maximum Permitted: 22,500 lumens (0.9ac X 25,000 lumens per acre) i. Lumens for front yard light fixtures = 94,592 ii. Lumens for four (4) parking light fixtures = 22,120 (5,530 ea.) iii. Lumens for proposed drive up ATM fixtures = 47,885 iv. Cumulative site Lumens = ±144,477 (approx. 542% increase) 4. The applicant must provide a narrative and documentation by a lighting engineer showing that the provisions can only be met with a design that does not comply with this section and what standards/law are being referenced; 5. The proposed pole heights of 23' and 30' are out of scale with the rest of the site and adjacent hamlet center. Specifically, it appears the 30' tall pole light would be proposed in a location where no existing pole lights are and tries to achieve covering the entire parking area with adequate light by only installing one pole. All existing pole lights are around the perimeter of the paved parking area. IV. Update from night site visit: (see photos) 1. The four (4) existing parking pole light fixtures at >20' high are not excessively bright (as measured), but are inefficient in their locations along the perimeter of the parking area producing considerable light trespass to adjacent parcels. One (1) of the existing pole lights is located above an access sidewalk leading to the Southold Presbyterian Church; this pole light fixture is recommended to be decreased in height for path lighting; or, to remain with no change. 2. The rear of the bank is dimly lit since there is no after hour usage; the proposed 30' and 23' tall pole light fixtures would be out of scale of the rest of parcel, the 30' tall fixture would rival the height of the bank building. 3. It is recommended that the Planning Board consider requiring the applicant to provide a consolidated number of pole light fixtures (2 or 3?) at a shorter height 4 than proposed, nearby the proposed drive up ATM in order to satisfy safety lighting standards and provide a safely lit parking area to be used after hours within the scale and context of Southold Hamlet. V: Planning Board items to consider: 1. Provide the following on a revised photometric plan: a) Applicable Chapter 172 Code; remove all reference to Code 280-117; b) Redesign rear parking lot lighting by removing three existing pole light fixtures from the perimeter in the effort to make for a more efficient and consolidated layout. Avoiding the need for new 30' and 23' high pole lights c) Significantly reduce on site foot candle values (and lumens) so that they are consistent with the averages recommended by the IESNA and NY Banking Law; d) Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; e) Provide appropriate safety signage as recommended above; f) Provide mounting details for the proposed rear canopy fixture; g) Complete information that includes: (1) Location of each current and proposed outdoor lighting fixture indicated on a site plan. (2) Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). (3) Lamp source type, lumen output, and wattage. (4) Mounting height indicated, with distance noted to nearest property line for each luminaire. (5) Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. (6) Shielding and all mounting details, including pole foundation description, (7) Total lumens for all fixtures and total square footage of areas to be illuminated. 5 Staff: no fixtures are out of scope (8) For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. (9) color temperature at less than or equal to 2700K 6 Southold Town Plannin Board Work Session — Nry ber 15, 20 1......—......J. 2 Project Name: Fishers Island Artist Workshop SCTM#: 100�0-12-1-2 Location: Fox Lane, Fishers Island _ Description: This Site Plan application is for proposed interior renovations and site U work to convert an existing 2-story 12,345 sq. ft. storage building to an { _ pp P - .. .. . . lication Status: New workshop on 2.1 acres in the General Business one. Action: Review for Completeness Attachments: Staff Report Project Name: Bank of America Exterior Lighting Upgrade SCTM#:I 1000-61-3-7 .... .. ..... Location: 53300 NYS Route 25, Southold Description: This site plan is for the addition of a drive-up ATM and exterior lighting at an existing bank site. Status: Pending Action: Review Photometric Plan Attachments: Staff Report Discussion: ❖ October Monthly Report Town Board Request for Review, Change of Zone applications: o Koch Holding Corp, 95 Factory Avenue, Mattituck, SCTM#1000-122-6-9 ❖ Town Board Request for Comments: "A Local Law in Relation to Amendments to Chapters 280-13, 280-17, 280-38, 280-41, 280-44, 280-48, 280-58 and 280-61, each entitled Use Regulations." ❖ ZBA Request for Comments: o 11900 Oregon Road LLC (Oregon Storage Warehouses), 11900 Oregon Road, Cutchogue SCTM#1000-83-3-5.3, DUE: 1/27/2022 Southold Planning Department Staff Report Site Plan Application Work Session —Analysis Date November 15, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Bank of America Southold Exterior Lighting Applicant: Whidden Silver, Inc. Tax Map Number: 61.-3-7 Project Location: 53300 Main Road Hamlet: Southold Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.90 acres Building size No change; add drive up ATM III: Analysis This existing Bank of America location includes a front walk-up ATM and a rear drive-up teller window that is occupied by employees during business hours. The subject application is proposed to construct a rear drive-up ATM, three (3) new exterior light fixtures and one (1) relocated exterior light fixture. According to our lighting Code, all proposed exterior lighting should use the least number of poles/fixtures at the lowest height; and, at the lowest illuminance levels necessary to safely light the area for the proposed use. It is important to note that the subject parcel is bordered on three sides by R-40 zoning and the Custer Observatory is within a mile of the subject site. Existing: Six (6) pole lights in the front yard at 18' high each, five (5) wall mounted fixtures all mounted at or less than 10' high and four (4) parking lot fixtures at 20' high,, Proposed: two fixtures proposed at the building at 9'6" high and 9' high; and two pole lights with one at 23' high and the second at 30' high in the parking area. According to the Illuminating Engineering Society of North America (IESNA): there are three general types of locations for ATM's: Drive-up, Walk-up and Interior. These may be either attached to a banking facility or freestanding. Except during normal banking hours, there are usually no trained attendees at any of these locations; therefore, security is an issue in all cases. p In March of 2021, an amended photometric plan was reviewed for the site to provide adequate lighting for the 24-hour "open to the air" walk up ATM in the front. This type of ATM, as identified by the IESNA and NY State Banking Law, is a type of location with the highest danger, as the customer is defenseless; therefore, IESNA standards included guidance to limit shrubbery/obstructions and for certain illuminance values to be maintained along all sidewalks and around the corner of the building to prevent inconsistent lighting. The amended application had specific guidelines and reasoning to exceed Code lighting limits. The drive-up ATM configuration is considered the least dangerous of these locations because these ATM's allow the customer to remain in the vehicle where, in theory, they are surrounded by a protective barrier with a ready means of escape. Problems arise when the customer's attention is on the machine, allowing a perpetrator to enter the vehicle on the passenger side from the adjacent hiding place. Shrubbery and other possible areas of concealment should be eliminated close to the drive-up ATM and signs should suggest that customers lock car doors. Section 172-(5)(C)(2) of the Town Code provides guidance for specific lighting requirements as well as information the Planning Board can use for uses with inherent safety concerns, such as ATM's. Illumination levels for various common tasks, as provided in the IESNA Recommended Practices Guidelines, shall not be exceeded for exterior lighting unless otherwise specified or approved by the Planning Board. The Town recognizes that not every situation will require lighting, and excessive or unnecessary light shall be avoided. Appropriate lighting levels are dependent upon the general nature of the surroundings and the Building Department or Planning Board may require more or less than those listed in the IESNA Recommended Practices Guidelines. In no instance may any lighted surface, as installed, exceed five footcandles, as measured horizontally or vertically by a light meter unless it can be demonstrated that a higher level is necessary for the proposed use (higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations, (e.g., federal standards establishing lighting levels around automated teller machines). To assist the customer in operating the ATM, IESNA Standards provide the following.. - Face of the machine should have 15fc with 10fc on all horizontal surfaces within 10 feet of the face of the ATM. An average horizontal illuminance of 2fc should be provided within a 50 foot radius of the machine; Staff: the illuminance values on the face of the machine are unknown. The section on sheet C6 shows values at 5' high in the area of the ATM measured at 20.2fc and 19.4fc 7 - Supporting parking spaces within 60 feet of the ATM, should have an average of 2fc; Lighting should not produce glare for the users, pedestrians, drivers and/o light trespass onto neighboring properties. Staff: the photometric plan cannot be verified as consistent with the IESNA as shown, foot candle values on the plan greatly excess of the Code maximums and IESNA standards. According to NY State Banking Law, adequate lighting of"an open and operating ATM facility open to the outdoor air lighting during nighttime hours according to the following: (i) minimum illuminance of 5.Ofc is maintained on a horizontal plane at five feet outward from and five feet above the ground surface from the ATM: o Staff: Sheet C5 shows a section of 5' out and 5' above grade and notes foot candle measurements of 32.6fc, 32.1fc, 19.9fc, 18.7fc 16.Ofc and 15.4fc all within a 5' radius. These values greatly exceed the NY Banking law minimum - (ii) a minimum illuminance of 2.Ofc is maintained on a horizontal plane at a point thirty feet in all unobstructed directions from the ATM, measured at ground level o Staff: sheet C5 shows a 30' radius at grade and provides an average illuminance value of 4.42fc with a maximum of 9.9fc and a minimum of 3.2fc. These values greatly exceed the NY Banking Law minimum -- (iii) at sixty feet in all unobstructed directions from the ATM, a minimum illuminance of 1.Ofc is maintained, measured on a vertical plane at five feet above ground level; o Staff: Sheet C6 provides a 60' radius at 5' above the grade with an average of 3.76fc, maximum of 6.3fc and a minimum of 1.7fc. These values greatly exceed the NY banking Law minimum - (iv) with respect to an ATM that is not in accordance with the standards set forth in either subparagraph (ii) or (iii) of this paragraph, or both such subparagraphs, a minimum illuminance of 2.Ofc is maintained measured at a horizontal plane at 5' above ground level at 50' in all unobstructed directions from the ATM o Staff: this sectional is provided on sheet C6 but there is no corresponding information table The following items on the photometric plan cannot be found consistent with Town Code the standards of the IESNA or NYS State Banking Law for ATM's open to the air at this time. 1. Numerous foot candle values on the photometric plan are shown as greater than 5.Ofc 2. Numerous foot candle values on the photometric plan are shown as greater than 0.05fc at the property lines and along Wells Avenue; 3. Total Lumens permitted in commercial zone is 25,000 / acre: a. Lumens Maximum Permitted: 22,500 lumens (0.9ac X 25,000 lumens per acre) i. Lumens for front yard light fixtures = 94,592 ii. Lumens for four (4) parking light fixtures = 22,120 (5,530 ea.) iii. Lumens for proposed drive up ATM fixtures = 47,885 iv. Cumulative site Lumens = ±144,477 (approx. 542% increase) 4. The applicant must provide a narrative and documentation by a lighting engineer showing that the provisions can only be met with a design that does not comply with this section and what standards/law are being referenced; 5. The proposed pole heights of 23' and 30' are out of scale with the rest of the site and adjacent hamlet center. Specifically, it appears the 30' tall pole light would be proposed in a location where no existing pole lights are and tries to achieve covering the entire parking area with adequate light by only installing one pole. All existing pole lights are around the perimeter of the paved parking area. V: Planning Board items to consider: 1. Coordinate a site visit at night to get a complete understanding of the existing lighting and proposed changes; 2. At the next work session, the Board can decide what requirements to make based upon the analysis above and the subsequent site visit; 3. Provide the following on a revised photometric plan: a) Applicable Chapter 172 Code; remove all reference to Code 280-117; b) Significantly reduce on site values (and lumens) so that they are consistent with the averages recommended by the IESNA and NY Banking Law; c) Redesign rear parking lot lighting to make for a more efficient and consolidated layout. d) Provide the illuminance levels on the face of the machine consistent with IESNA standards and NY Banking Law; 4 e) Provide appropriate safety signage as recommended above; f) Provide mounting details for the proposed rear canopy fixture; g) Complete information that includes: (1) Location of each current and proposed outdoor lighting fixture indicated on a site plan. (2) Type and number of fixtures, including cutoff characteristics, indicating manufacturer and model number(s). (3) Lamp source type, lumen output, and wattage. (4) Mounting height indicated, with distance noted to nearest property line for each luminaire. (5) Types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated. (6) Shielding and all mounting details, including pole foundation description. (7) Total lumens for all fixtures and total square footage of areas to be illuminated. Staff: no fixtures are out of scope (8) For plans that require three or more fixtures, the submission of a calculations summary indicated all footcandle levels on the lighting plan, noting the maximum, average and minimum as well as the uniformity ratio of maximum to minimum and average to minimum levels. (9) color temperature at less than or equal to 2700K 5 Southold Town Plannina Board Work Session — October 4 2021 Paae 2 Project Name: 14695 Main Road (Dentist Office) Amended SCTM#: 1000-114-8-5 (Parking Lot Expansion) Location: 14695 NYS Route 25, Mattituck Description: Amend the approved site plan for an existing dentist office to expand the parking lot. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name North Fork Self Storage III SCTM#: 1000-96.-1-1.3 Location: 65 Commerce Drive, Cutchogue This site plan is for the proposed construction of two (2) 2-story self- Description: storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Approved Action: Review Phasing Request Attachments: Staff Report Project Name: Bank of America Exterior Lighting Upgrade SCTM#: 1000-61-3-7 Location: 53300 NYS Route 25, Southold This site plan is for the addition and replacement of the entire exterior Description: lighting system at an existing bank site. Status: Pending Action: Review for Completeness and CO Inspection Attachments: Staff Report Project Name: Lebkuecher Standard Subdivision SCTM#: 1000-125.-2-2.2 Location: 3475 Aldrich Lane & 935 Franklinville Rd, Laurel Description: This proposal is for a Standard Subdivision of a 35.79-acre parcel into two lots, where Lot 1 is 3.66 acres with an existing residential structure and Lot 2 is 32.13 acres with greenhouses in active farm use, in the R-80 and HB Zoning Districts Status: Pending Action: Review for Conditional Final Plat Determination Attachments Staff Report Discussion: ❖ ZBA Request for Comments: North Fork Project, Old Mill Inn, 5775 Mill Road, Mattituck, SCTM#1000-106-6-3 DUE Nov. 18, 2021 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date October 4, 2021 Prepared By: Brian Cummings I. Application Information Project Title Bank of America Southold Exterior Lighting Applicant: Whidden Silver, Inc. Tax Map Number: 61.-3-7 Project Location: 53300 Main Road Hamlet: Southold Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.96 acres Building size No change; add drive up ATM III: Completeness Review See attached checklist for Site Plan Requirements. Amend the exterior light fixtures on site and construct a drive up ATM; A. Proposed construction: a. Existing Bank of America with front walk up ATM (request for site inspection for amended lighting on site; b. Construct rear drive up ATM, relocate one (1) parking lot pole and add four (4) exterior light fixtures for the drive up ATM; B. Staff Analysis: A Photometric Plan has been provided for review; V: Planning Board items to consider: 1) Accept the above referenced amended site plan application as complete to begin the review process i From: Daniel Glennon <Dglennon@peconsultingcorp.com> Sent: Friday, September 3, 2021 2:25 PM y p � To: Cummings, Brian A.; Michaelis, Jessica; Devlin, Sean r111111111 „ ,,� „ Cc: Ian Heanue Subject: RE: 53300 Main Road - BOA Photometric j[, P 0 9 02 Attachments: S. Devlin-Cert Electrical Compliance Form.xls _ 1; 1 uv< < Good morning Jessica, c" cp 3 N Thank you for taking my call this morning. As stated the work is complete for the ELP at the address listed above. Please proceed with scheduling the final walk thorough and let me know if you will need the GC onsite. Sean - I received the attached excel spreadsheet for the electrical inspection.Your signature was not on it, can you confirm this is complete and approved? Best, Dan Glennon Qy'0Jf�� Project Expediters Cons.ulltingCorp., INBE, 1,M7BFNC' Certified Project Expediters Ina, 9NBF V,IBENC Certified yc 248 Route 25A Ste„ 200 East Setauket, NY 11733 Office., 732-786-2494 ext., 228 Fax: 7 2-617-6966 From: Cummings, Brian A. <brian.cummings@town.southold.ny.us> Sent: Wednesday,June 23, 2021 11:13 AM To: Daniel Glennon<Dglennon@peconsultingcorp.com> Cc: Ian Heanue <iheanue@peconsultingcorp.com>; Michaelis,Jessica <jessicam@southoldtownny.gov> Subject: RE: BOA Photometric Hi Dan, Che lighting upgrades can proceed as a separate project.. We Will be in communication with the Building Department to untangle the recently submitted amended application. Thank you, Brian Brian A. Cummings, Tavern Planner 54375 NYS Route 25 P.O. Box 1170 Southold, NY 1.1971 (631) 765 1938 .t Good morning Dan, Thank you for following up.The change from white to silver does not require a resubmission. Please use least reflective material/finish as possible. Brian Brian A. Cummings, Town Planner 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 (631) 765-1938 From: Daniel Glennon [0yailto- c lenno n.g orp. oz_n:] Sent: Tuesday, May 11, 2021 1:53 PM To: Cummings, Brian A. Cc: Ian Heanue Subject: RE: BOA Photometric Good afternoon Brian, Can you please confirm the previous email. My team would like to put in the new order for the fixtures but want to confirm our conversation yesterday. Best, Dan Glennon 0 J f� � Pmmojiect. Fx1,,)vdR rs t'm ro,suitinig Corp,,, Nft'fff, WBENC f"'fe,iVfied Pr 7 ojact Route Sri Ar.1 Ste,Inc,i�i4��t��f�i!"°�. ��t�'4f'�'k�if:" �"� �t d„��rii .r 81� 8 786� 2494 e , 228 �u 19- 045 7i . f,7�„wt , � Ir'ax!� 7 .•6 i f` fm8i!w8 From: Daniel Glennon Sent: Monday, May 10, 2021 9:54 AM To: Cummings, Brian A. <brian.c:ur1JTdr19, r yra _:_th�ald.ny.u_> Cc: Ian Heanue <ih,eanue(@peconsultiofgg)L �rfk i> Subject: RE: BOA Photometric Good morning Brian, Thank you for taking my call. As discussed the bank would like to change the 4 pole mounted light fixtures (UU1)from white to silver. As per our conversation planning does not require any submittal for this change. Please confirm. Best, Dan Glennon 3 B+W Architecture DPC Telephone 212 966 2002 Architecture 45 Broadway,41n floor Interior Design New York NY 10006 Facility Planning&Design August 6, 2021 Town of Southold ' Planning Department P.O. Box 1179 AUG 2 3 2f,h21 Southold,NY 11971 Attn: Southold Planning Board II°4�au"��„uuiG�y II'�� wa� ::V �r ��_.�...... Re: Bank of America 53300 Main Road Southold,NY 11971 Section: 61,Block: 3,Lot: 7 To Whom It May Concern, Due to the limited scope of the proposed project, we request the public hearing portion of our review be waived. Thank you for your consideration. Should you require any additional information,please feel free to contact me at(212) 966-2002. Sincerely. � w Robert Arthur King, FA B+W Architecture DPC SOUTHOLD PLANNING BOAR Iy,I1:: Ru 2021 SITE PLAN APPLICATION FORM Site Plan Name and Location �i i i i 5r)a Cl ........... Site Plan Name: Bank of America Application Date: 07 / 13 / 2021 Suffolk County Tax Map#1000- 61 _ 3mmmmmIT _ 7. Other SCTM#s Street Address: 53300 Main Rd Hamlet: Southold Distance to nearest intersection: 50 ft. - Corner of Wells Ave and Main Rd Type of Site Plan: _New Amended Residential Zoning District_ HB Owners/Agent Contact Information Please list matte, inaihn a clr «.,wand„j�hone number L r.the�rac�c�rle below: ww_........ �_... Property Owner Scott WachenfeldHBank of America Street 1133 Avenue of the Americas, 43rd FL City New York State NY Zip 10036 Home Telephone (646) 556-2416� Other .. Applicant Whidden Silver, Inc m.. .. Street 45 Broadway 4th FI City New.York State NY Zip 10006 Home Telephone (212) 966-2002 Other .... ........ Applicant's Agent or Representative:. Contact Person(s)* Jonathan Berkoski Street 626 1 st Ave, Apt E. 7D City New York ..w. State NY.... .... .. _...... ..dip 10016 Office Tel (631) 599-1771 _—_Other, Unless otherwise requested correspondence will be sent only to the contact person * , noted here. Site Plan Application Form 211812010 Site Data Proposed construction type: New of Existing Structure Agricultural Change of use Properly total acreage or square footage- ac./sq. ft. Site Plan build-out acreage or square footage: ac./sq. ft.. Is there an existing or proposed Sale_ p g of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YN If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: _ 06 J 09 /2021 Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Commercial- Bank List all proposed property uses: Commercial- Bank Other accessory uses:_,_, ro Existing lot coverage: % Proposed lot coverage::'..:. ... Bang, .11,,� Gross floor area of existing structure(s): ft. Gross floor area of proposed structure(s): No change A g p din Berth: Yes No Parting Space Data: #of existing spaces: #of propose spaces: lµ,o�..p e e_....._.......... _ ["Landsca i landscap ping Details: ...Existing, g %0 Proposed landscape�coverage e coverage. e.Wetlands: Is this property within 500' of a wetland area? Yes No t' aybe I,the undersigned, certify that all the above information is true. Signature of Preparers �� Date: ' .. . 2 Site Plan Application Form 211812010 Southold Planning DepartmenL4- Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Jonathan Berkoski Last,First,middle initial �� .. unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan " Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of 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 stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this ct/ day of 2001A STATE C0111.Th tn�. "lf knowle rk:t'r instrument r dd d Iuefo, ignat^ 3urc r m s.iti, day of 2 by Print Name; w ,, � � �X.-• '� ��-- t��Y fl'ui i s sir atur g 1 t'a NATALIE MUNOZ Disclosure Form NOTARY PUBLIC-STATE OF NEW YORK No.01 MU6333628 Qualified in Kings County My Commission Expires 1 1-30-2023 Letter of Authorization I, Scott Wachenfeld (SVP of Real Estate Services at Bank of America Corporation), owner of the property identified as SCTM# 1000-61-3-7 in Southold, NY, hereby authorize Jonathan Berkoski (Whidden Silver Inc.)to act as my agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. With any questions, please contact: Jonathan Berkoski Jon@BW-Archt.com (631) 599-1771 45 Broadway 4th FI New York, NY 10006 Owner's signature: Print Name: .�C Date: Sworn to me this day of Notary ary Public NOTARY PuBLIC,STATE OF NEW YORK Oualftd in Suftik County August 22,20 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Scott Wachenfeld//Bank of America being duly sworn, deposes and says that he a°° aides a 1133 Avenue of the Americas 43rd FI, New York NY 10036 at in the State of New York, and that he is the owner of property located at 53300 Main Rd, Southold NY 11971 , SCTM# 1000-61-3-7 , or that he is the SVP- Real Estate Services of the Corporation (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property,which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights-of-way,has been clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in s °ict accordar ith the plan as approved by the Planning Board. Signed Owner Signed (Partner or Corporate Officer and Title) Sworn to me this day of.- ... W m Notary Public NOTARY PUSUC.STATE OF NEW YORK Quaftd ire Suffolk County � FORM NO.3 TOWN OF SOUTHOLD BUILDINGA T T SOUTHOLD,N.Y. DISAPPROVALNOTICE OF DATE: June 9, 221 Jonathan Berkoski (Bank of erica,) 62 "Avenue,Apt E. 7 New York.,NY 10036 Please take notice that your application dated April 12, 2021 For permit to: Construct addl1lion&alt ratiO D at an ey s in bank amid g1t r,it ais_to alI Location of property: 53)µ"00 10,ij p Rcgd Southold. NY County Tax Map No. 10 00—Section 61 Block 3 Lot 7 s returned herewith and disapproved on the following grounds: to Ankle XXIII, Sect4ipi I 'll-I 27, the I1r'-(" ��1w �a:I pi4e spde..f. 4a" pja «raS Np ...._ ftorn the ,outliold owu Planning 13 ar ., You may now apply to these agencies directly. Authorized Signature Note to Applicant: y change or deviation to the above referenced applis , y require further review y the Southold Town Buildinge e t® CC: file,Planning Board Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Ha rrtl Area. 2, Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A pE-Qp s d �i t on will��e evaluated as to its,,si nilliquit beneficial and adverse effects un�rr�t �a��ast��l �s.rea(��hich �nclu�le�all f ��uth ld To w 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail listing both sir vorting and non- supportingfacts.acts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 61 w 3 _ 7 PROJECT NAME Bank of America The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board 0 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) F] (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: New thru the wall drive-thru ATM, upgraded eater_ htin _to meet code.... Location of action: 53300 Main Rd, Southold NY 11971 Site acreage:, 0.8.9...............................e,,,,,—,.......... Present land use: Business- Bank Present zoning classification: HB 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:mm Jonathan Berkoski (b) Mailing address: h F1,New York NY 10006 45 Broadway 4t _. _.. .......... ............................................. (c) Telephone number: Area Code(631�599-1771 (d) Application number, if any:..,,..... ... Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency?_,,,,,_,,,,,,,,_ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes No [�Z Not Applicable �. _.......................................................«««wawa..- ........... ..� _ .... Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III I—Policies Pages 3 through 6 for evaluation criteria Yes No Not Applicable Attach addi... tion...:....www� ....—..... —..��......... al 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 Yes ❑ No Not Applicable ._.... ............_ _............................. Attach additional sheets if necessary ......._._.... ............. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No 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 ❑ No 0 Not Applicable _ �m,......_................... ....... Attach additional sheets if necessary...._. .................................................................................. ...,,,,,,,,,,��..m,._............_. _. �.. 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. F] Yes ❑ No � Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if.necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 1 Yes No M Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. FI Yes ❑ No 0 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 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 Not Applicable Attach additional._..... sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No Not Applicable PREPARED:13Yw TITLE.) i DATE �� Amended on 811105 OFFICE LOCATION: a ILIG AJJDRESS Town Hall Annex i1� F S0 P.O. Box 1179 54375 State Route 25 f�l " Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) + t Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTOLD MEMORANDUM To: Accounting From: Planning Department Date: September 9, 2021 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. Amount Check Date/No. me & Type � Tax Map # � � Applicant/Pro ect Na of America Exterior xterior Lighting 61. 3-7 $520.00 9/1/2021 #80384 ALP t ClearView 1�uilJing Senn es, IncaDIME ' 50 Vanderbilt Mofor"hlcwq 50-6 i6/ 'l4 . Ca.a.k,INY 11725 (866)649_0565 o PAY TOTHE ! **520.00 Town of Southhold . ORDER �� _. a n00/1or�s Five Hundred 'f"weth and u Town bf Southhold o i ["M M� (w1(7 i t 6C A 53300 plain St Southold NY "7�u�NmC.va�.ma,�✓wr,a_� �.� ,,d.,m�,�zy ��„..,:�,��, ,.� ,� w:ry a�i� ,� .,�, __. ... - w,0a0 3a4ns i:0 2 L40666 7i: 2 20000 2 1 1 W11 OFFICE LOCATION: ILING DRESS: Town Hall AnnexAV ** o P.O. Box 1179 54375 State Route 25 yf ,�� ' Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) " Southold, NY4's Telephone: 631 765-1938 www.southoldtownny.gov C ,� PLANNINGBOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 23, 2021 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. Bank of America _ Exterior Lighting 61.-3-7 � $500.00 7/14 /2021 #78351 ALP Att. ' � -_ 'il le s s„ �,�.� I;,Y q c., dal One.NA Up Sic 12E . it1i�� ugca 11788 so-7si/2i4 7/14/2021, Y t8661,649m0555 **500.00 a PAY TO THE II Town of Southhol'd ,ORDER OE.µ m DOV_lAH Five Hundred;and 00/100 . Town of Southhold, e e lad; ..• AUTHORIZED FA 5o IRL, MEMO BOA 53300 Main St Southold Ny � � � b2 � a°'07835Lii GD2L4079L21: 205 1,0 022L31i11