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Home My WebLink AboutBOA Lighting erech Bankof Am a 40;o 0,0 oz a° LLJ Lighting Upgrades IM Southold New York kA wadmsf dr°rt sr cr 1�� SA tatgi1m7MA"yd2k%o, Ats dr- q'm4 tlY-a'�t�ca1'8' k5�'w�'wd�. e. t✓IkIII�'1I 9Y • Px atZ aW Yasih 4i"ab fVmnr Ju xggps r. 3t,4rvoa 5y gJ�e'ti iW Vu AS • kr,rm Xpv • s��t��oO n pe O P� U F' G R A"' D E P R 0 G RAM Know what's below. H T Call before you dig. PARCEL ID: 1 000=6 1 0=3 =7 NYS-284 Parcel TD: 1000-61 .-3-7 53300 MAIN ROAD 53300 Main Road TOWN OF SOUTHOLD Town of Southold Suffolk County, New York SUFFOLK TY, NEW YORK r= N "N" Em Apr& 7 rl�7 7'- :7 �, 7, U rm E= L 'iv tI - I D 9 & design engineerin r Rutherford, NJ New York, NY Boston, MA Tampa, FL Detroit, M1 Princeton, NJ g.com 584 Broadway, Suite 310 New York, NY 10012 Phone 718.606.8305 B+W Architecture 17' B Architecture D.P.C. Architecture Interior Design Facility Planning & Design 45 Broadway,4th Floor lie' New York, New York 10006 Telephone: 212.966.2237 0�. % ,71' Issue Date &Issue Description By Check 01 04/27/2021 Am ZIC FOR PERMIT SUBMISSION AvftlTE k,' 1K 7"r, �op \00<7 y SOURCE:GOOGLE EARTH PRO, DATED 6/29/2018 AERIAL VIEW 1 - 40' y AM zC DRAWN By CHECKED BY STIONEFIELD I L engineering &design, 11c. engineering & design SCALE: (H) 1" 40' SHEE INDEX DRAWING TITLE SHEET # PROJECT ID: NYC-210037 Rutherford, NJ New York, NY Boston, MA TITLE: COVER SHEET CI Princeton, NJ - Tampa, FL - Detroit, M1 EXISTING CONDITIONS PLAN C2 vvww.stonefieldeng.com SITE PLAN C3 COVER SHEET OVERALL LIGHTING PLAN C4 SECURITY LIGHTING PLAN C5 &C6 >- 584 Broadway, Suite 310, New York, NY 100 12 F F Phone 718.606.8305 SHEET: NOTES & DETAILS C7 DETAILS C8 C I America Sankof LightingUpgrades Southold, New York LEGEND NY5-284 SYMBOL DESCRIPTION Parcel ID: 1000-61 .-3-7 PROPERTY LINE 53300 Main Road ZFX"75,,/.,/ EXIST.BUILDING FOOTPRINT AT GROUND LEVEL&DOORWAY Town of Southold 23 EXISTING CONTOUR X 12.34 EXISTING SPOT ELEVATION Suffolk County, New York x TC 2.34 EXIST.TOP OF CURB ELEVATION o MAIN ROAD O x DC 12.34 EXIST.GUTTER ELEVATION (66' WIDE R.O.W.) (A.K.A. SR 25) X FF12.34 FINISHED FLOOR ELEVATION 13W APPROX.LOCATION U.G.WATER LINE1L PER UTILITY MARKOUT wFE= L ASP;"ALT?OAD'A'AY ALT ' POINT OF Sm"ONEE " Ir (FAVE^.4Fr;r 42'±MI-F) UFLF#750 APPROX.LOCATION U.G.GAS LINE '' • • • HT: 1 3 S G PER UTILITY MARKOUT&REFERENCE MAPPING engineering & design ALT VEHICULAR ACCESS L!P#49 wl TC30 c2 c3o.aa I_0 25 TF TC30.04 TC3!.3, HT: 17.2' eC,O88 DC x;0,67 CONDI-7 _ 8130.2 C.C. BC3 �„ - „Ei:£gOJOJ CAN Pi_'9.51� UP#'5G� C.r. P.5 z- T 2b" _ CO^r .F.PPROACI 6FA55 5' _ �' - Jv E APPROX.LOCATION U.G.ELECTRIC LINE I; --- --- -1x30 9-4 -�-- �------ - ,'� ---------- GRA55 a o GFA55 ® OH o GRA55 \ PER UTILITY MARKOUT Rutherford, NJ New York, NY Boston, MA r OU,, P.C3o.!- U.G.TELEPHONE LINE G 1.40 -- c----- c--- G - -- --- --- c- - ' ' c T APPROX LOCATION UG =- ---- _ 3! _ c- --- ----- c==- c F -✓ - C , .WTI R'_3!as 5C3J ao C I' �A 2- 'n 31 s!r-� CC ''.WALr�. -; PER UTILITY MARKOUT Princeton, N� Tampa, FL Detroit, MI -- --- c3o 3z 2UO.OU' 1�� N73°26'30"E P.°.B. ' �- ^ -- G ❑ GAS VALVE corac. L1oN. sIG p J 11 I ALT CONI. MON.J c., www.stonefieldeng.com o��l �7 ( AREA LIGHT v x", END. END. u 11 HT: 17.4 \ r I J �E� 111 GRAsS A°.eA I I O �STeeE� MANHOLE ! 584 Broadway, Suite 3 10, New York, NY 10012 C11214 1- 0,11sa.6 �- I !D 51GN OH OVERHEAD WIRES EOT. 19.3 31.E�' ,� X1.55 (N.P.VJ T ,,--(2)ALT Phone 718.606.8305 -6 UTILITY POLE 31 z3, ;`c31s5 11 II 3X-4c`• w ?xn, a°N31 s HT: 18.8' UTILITY POLE/LIGHT POLE GRASS A FA HT: 1 6.1 11 HTT 1 6.1 ; 3'73 n, 31.?3 v /FOLE O . BOLLARD B+W Architecture �� 11 -ALT q POLE �- T 3 Rc° .55,F _ HT: 18 J08 B+W Architecture D.P.C. G " 1 = q.; 31 �coLu°.N GI SIGN 31.-4 'X.50 1+y;� x x31 0 1 CONC.WALK I x p G D.C. DEPRESSED CURB Architecture 32 05 te<< ; 5s '` ' - -- 111 _ 3<03 I 0 j �G'_A�EILSA CN H a,a Facility Planning&Design L0 Tcsz za :` 11 (3}ALT I C.C. CONC.CURB Interior Design F,..3 .3a , : LA,E z -__j LS.A. I o 31.9,' e� HT: 9.4' 3 so- 3 a cO EREn F.IT °O� r O E.O.P. EDGE OF PAVEMENT 8;:321A - C.L.F. CHAIN LINK FENCE 45 Broadway, 4th Floor z9.a_ 6z?0, New York, New York 10006 d Y.L. YELLOW LINE Telephone: 212.966.2237 -AT.M 32._x STRIFIP' W.L. WHITE LINE MEi 61 GRASSi!.S.A. I STOPY BRICK BL!111 l &-;$RIM 98.40 I Q s� BA.11!'.OF AMERICA" I1,v.05.7 I B.L. BLUE LINE TC'.1.80 x M N 32.1 31=: 31.7 F!M 31.35 ��L O w BLUE k e` x = ry STT�,r1 3!,0 3oz L.S.A. LANDSCAPED AREA a) O N.P.V. NO PIPES VISIBLE Issue Date& Issue Description By Check n x i. co ALT CONE. d TC3250 HT: 20.5' \ PAD C"IMrJEY M11 FAD1C. ry O (3111� `� HANDICAP PARKING SPACE O1 04/27/2021 AM ZC Y.I 3X6 .F RIV s1! 31 �( �� , +I o PARKING COUNT FOR PERMIT SUBMISSION i�-I r�2 U r R.D.' u W3 qv Encs s6 - DENOTES OFFSET OF STRUCTURE AT GROUND `\ GONC. I^ (GRATE 3.933 _� O TC27_ N 1.0, i �� G"Q -- a -- `A't J J o - - � Fl.D. I � r^o Q LEVEL RELATIVE TO PROPERTY LINE s Rn x z,.. , u S A �i w p -� En o.Q 6 Q TREE&TRUNK SIZE 11 T;.31.13 C.C, B%3i a gC31.6C -x� "� 1 Igo ��Y EC3213 C.C. T(.29a; u R` X01,5; J A:3232 TC31 -� "3187 F,_.:�C49 SECTION 61, BLOCK 3 �CSriJ~ 3 I DUVP DETECTABLE WARNING PAD LOT 7 cCE:c. ) 3 6. BLOCK 3 3 ALT L,_v J AJC AIR CONDITIONING UNIT 31.68 LOT 8.4 N/F LANDS OF HT: 9.0' I o N/F LANDS OF BANK OF AMERICA, N.A. 3'ao ; •'; FIRST CHURCH CONGREGATION SUCCESSOR BY MERGER TO 5'p I g R.D. ROOF DRAIN OR SOCIETY IN SOUTHOLD I �yEt I LIBER 9751, PG. 456 FLEET BANK OF NEW YORK, AS`E A'_TPAINTED MARKINGS v 4 PAVEM°NT 31x17 PI 3 I A.L.T. AREA LIGHT <; C NATIONAL ASSOCIATIONS I rtT. HEIGHT LIBER 11773, PG. 377 �I EXHIBIT F 30.09 T�2-.s- �- nl 2zz? YL30 92 30.73 Y.L. r-� 31.Ju 28.77 10-3.60 828 31 I x 30 23 ' `a'' I 30.-6 x 31.56 I SURVEYOR'S NOTES INLET �j !r,LET '- a z6 50 I. PROPERTY KNOWN AND DESIGNATED AS LOT 7,BLOCK 3 ON THE BCT 'It �] E},26.aa OFFICIAL TAX MAP FOR THE TOWN OF SOUTHOLD,SUFFOLK T!Sz.59 (I I,'V) El ❑ GFS 30 C2 5 U----�a COUNTY,NEW YORK.MAP SECTION#061. e 32.E� 5 s BCT. 17.9+ (NPV) uP#�I 28 65 Y1. O 2. AREA:39,996 S.F.OR 0.9182 AC. 27 67 ',_H.00 Fc:27.78 1 T 0 -------- C 63' 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. 30 I 5:, p5!oN x2610 o ;! !4 n�\ �, LOCATIONS AND SIZES ARE BASED ON PRIOR UTILITY MARK-OUTS, cv INILET U ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN - YL. GRT 27.2, z I Cn THE FIELD,AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE Y.L. 2b 4� BOT.26.6± W n 26 56 U) CONC.WALT, \\-AL 3 .AI 50 ss 29 es (FILLED W/DIRT) o AT THE TIME OF THE SURVEY.AVAILABLE ASBUILT PLANS AND X c O UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL HT: 20 5' s1 9e A5P:7ALT o = UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY PAVEMENT 2 x67 o z� EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD L0 oD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE PROPER U x Cl-Cl Y.L. 76!s = UTILITY COMPANIES. s%63 ALT ALT- mI > 8"3LV7 Tr,3278 62560 Q� NE�/ HT: 20.7' ec32 36 sI C.C. er,^a:re HT: 20.6 a 4. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE �"`� I COMMITMENT REPORT AND IS SUB ECT TO THE COVENANTS, Q��' PRY E.Cygp pp X 4'C.l cF.AssrnrooDeD ARea GFas�AREA �z5.1< F. I [6.25 RESTRICTIONS AND EASEMENTS THAT MAY BE CONTAINED THEREIN. -_- 200 00' Tc25.30 5. ELEVATIONS ARE BASED UPON NAVD 88. -IRON Pill S73°26'30"W .5- BLOCK 3 CONC. Mord. END' LOT 8.5 FND. 6. BY GRAPHIC PLOTTING ONLY,THIS PROPERTY IS LOCATED IN ZONE , OMAO vrooDEO N/F LANDS OF o /- X(AREAS DETERMINED TO BE OUTSIDE THE 0.2/"ANNUAL CHANCE T FLOOD)ON THE FLOOD INSURANCE RATE MAP,COMMUNITY ° FIRST CHURCH CONGREGATION OR SOCIETY IN SOUTHOLD PANEL NO.36103COI58H,WHICH BEARS AN EFFECTIVE DATE OF �--''✓<ooDen-' �; LIBER 9751, PG. 456 I " SEPTEMBER 25 2009. AM ZC 7. THE LOCATION AND EXTENTS OF UNDERGROUND VAULTS& DRAWN BY CHECKED BY TANKS HAVE NOT BEEN DETERMINED BY THE SURVEYOR. G' STONEFIELD 0 PLAN REFERENCE MATERIAL engineering&design, Ilc. r^ I. THIS PLAN SET REFERENCES THE FOLLOWING DOCUMENTS INCLUDING,BUT NOT LIMITED TO: SCALE: (H) I" = 20' x • EXTERIOR LIGHTING PROGRAM PLAN SET ENTITLED"NY5-284,53300 F• 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 c' ALL INFORMATION CONTAINED WITHIN THE SURVEY SHALL BE C' UTILIZED IN CONJUNCTION WITH THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT TITLE: THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. r. EXISTING CONDITIONS PLAN r . C< 20' 0' 20' 40' z N GRAPHIC SCALE IN FEET SHEET: J 1 kd J J J J J- - Ci San 'Ello ' Ameroca 4v;o- Lighting 5 P J, P - - - - - Upgrades irm pal CA 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 � ) Suffolk County, New York I HIGHWAY BUSINESS HB EXISTING USE BANK PERMITTED USE ZONING REQUIREMENT REQUIRED EXISTING PROPOSED PROPOSED AREA EXISTINGPARKING LIGHT STRIPING(TYPICAL) MINIMUM LOT AREA 20,000 SF 39,996 SF 39,996 SF o MINIMUM LOT WIDTH 60 FT 200 FT 200 FTS m ci's 0 I'M Em F I "m L D I f r MINIMUM LOT DEPTH 100 FT 200 FT UGZ1(NEW POLE) 200 FT engineering & 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 gdesign 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 I 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 o I MINIMUM SIDE YARD SETBACK(ONE) 10 FT N/A N/A WWW.Stonefieldeng.com Y02MH• MINIMUM SIDE YARD SETBACK(BOTH) 25 FT N/A N/A U G Y 1(NEW PO ) LS1 MINIMUM REAR YARD SETBACK 25 FT 85.7 FT 85.7 FT MH:23 584 Broadway, Suite 310, New York, NY 10012 PR OSED ATM 9 El (EN) EXISTING NON-CONFORMITY Phone 718.606.8305 PROPOSED ATM Y01 00 MH:20 EXISTING OFF-STREET PARKING REQUIREMENTS B+W Architecture o � BANK CODE SECTION REQUIRED PROPOSED B+W Architecture D.P.C. O §280-78 A 10SPACESPAR LING: N EACH 100 Architecture AHD SSOCIATE ENTRY . ATM I SQUARE FEET OF GFA OR 3 SPACES PER Interior Design Y031Y06 Facility MH:18® L51 MH:9.7 MH:18 �- TELLER,WHICHEVER IS GREATEST,PLUS Y 9 Design fT° A 5-SPACE QUEUING AREA FOR EACH Y07 rr M �Y03 DRIVE-IN TELLERBroadway, h Floor r MH:10.5 Y02o Y0213 Y02 r New York, New York 10006 o I MH:9.5 MH: .5 H: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: M:18 Y09* (TYPICAL) MH:18 I 22 FT(90 DEGREE PARKING) COMPLIES I Q Issue Date&Issue Description By Check EXISTING AREA (EN) EXISTING NON-CONFORMITY 01 04/27/2021 AM ZC LIGHT(TYPICAL) V FOR PERMIT SUBMISSION o I � Y04 vo LIGHTING REQUIREMENTS MH:18 MH:18 CODE SECTION REQUIRED PROPOSED §280-117 A ALL OUTDOOR LIGHTING SHALL BE COMPLIES SHIELDED SO THAT THE LIGHT SOURCE IS NOT VISIBLE FROM ADJACENT PROPERTIES AND ROADWAYS. J` J` LIGHTING FIXTURES SHALL FOCUS AND MIN L ®Y05 MH:14.5 -.-„ DIRECT THE LIGHT IN SUCH A MANNER AS TO CONTAIN THE LIGHT AND GLARE WITHIN PROPERTY BOUNDARIES. §280-117 B IT IS A GENERAL PRINCIPLE OF THE COMPLIES TOWN THAT PARKING LOT LIGHTS SHOULD BE TURNED OFF OR REDUCED o IN INTENSITY BETWEEN 11:30 P.M.AND 4:00 A.M. §280-117 C ALL FREESTANDING OUTDOOR DOES NOT LIGHTING FIXTURES SHALL BE LIMITED COMPLY(V) TO A HEIGHT OF NO MORE THAN 14 FEET ABOVE GROUND LEVEL. (V) VARIANCE y NEWY E.CH�O�� 1 089740 C' AM ZC DRAWN BY CHECKED BY 0 STONEFIELD y.. engineering&design, Ilc. c� SCALE: (H) I" = 20' F iv PROJECT ID: NYC-210037 a TITLE: ua SITE PLAN to n e} N 20' 0' 20' 40' ci GRAPHIC SCALE IN FEET SHEET: a I" = 20' �1 C3 a t' + + + Sanftof' America 4,wo,- 0.1 0.1 .2 0.0 0.0 0.3 LA0.0 0.1 0.0 0. 0.0 0.0 .0 0. 0.0 0.0 0.0 0 0.0 0.0 0 0 + + �, + + �/ + �,,,�,/� + + ` + + + � + + + + + + +0.1 0.2 0.2 0.3 0.3 (74 0.0 0.0 0.3 0. 0.0 0.1 0.00. 00 0.0 .2�� 0.0 P+0.0� J� - - - - - - - LightingUpgrades + + +� + + + -� + + + + + + + + + 0.2 0.3 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.��0.6 .5 0. + + + + + + + + + + + + + + + + + + +1. + + + + Southold03 0.5 10 1.6 1.7 .3 1.9 2.2 13 1.5 2.0 1.8 1.9 17 14 1.4 09 0.9 1.3 2 1.2 0.2 .0 New York + + + + + + + + + + + + + + + + + + + + + + + + 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 0.5 0.9 1 1.6 2.6 2.9 2.8 :+26 2.8 1.6 2.0 2.5 3.0 2.TO .7 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 1.2 2.0 2.4 2.5 2.6 . 2.8 2.0 2.6 2.6 2.2 2. 1.6 1.3 1.0 1.3 0.21 + + + + + + + + + + + + + + + + + + + + + Town 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. .3 1.1 1.0 1.6 0. 0.1 + 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 2. 1.2 1.1 1.2 1.2 1.1 0 -i 0.0 1.5 2.2 + + 2.8 3.5 3.3 3.7 3.7 3.0 2.4 2.5 1. .2 1.0 0.9 0.7 0.6 0.2 0.11 0.11` + S"I"'OM UE OLD + + + + + + + + + + + + + + + + + + )' + ^� 1.8 2.21 2.8 3.0 3.4 4.0 3.4 3.9 .4UGZIMH MH: 26 1.9 1.5 1.5 1.3 1.0 0.8 0.7 0.6 0. 0. 1 engineering & design + + 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 + +2 + + + + + G + + a + + + + + + + + + + + 1.5 0 2.� 3.0 3.3 3.9 4.0 6.6 1.8 .0 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 UGY1(NEW PO ) L51 Y02 Ml 1.5 2. 2.9 �P 23 4 � + 2 9 2.0 + 1.3 1.0 1.6 1.5 i. o.z o. J` o.0 584 Broadway, Suite 3 10, New York, NY 10012 ❑ PROPOSED AT ❑ 1 "� Phone 718.606.8305 + + Y01 +a + vc 1.5 2. 2.8 3.0 3.4 1.7 2.4 2.0 1.6 1.2 1.4 1.8 MH:2Uj J 0.1 .0 1 °O B+W Architecture + + + + + + o + + + + + + + + + + 1.6 1.1 2.5 3.2 2.2 � 6.0 5.6 3.3 2 1.2 1.5 1.9 1. 0. 0.1 0.1 B+W Architecture D.P.C. AHD SSOCIATE ENTRY I Architecture i.6 2. 3.2 3.9 4.0 3. ATM 8.8 5.9 3.4 3. 1.4 + 8 + 0.2 0.1 0.1 Interior Design Y06 MH:183 �sl MH:9.7 MH:18 1 Facility Planning&Design 1.5 +2.1 4.4 5.0 5.0 + 6--MH- 42.0 ■13.1■ 11. 4.5 4.1 + J +.2 5.1 0 3 1 + 1.2+ +. 0. 0.1 0.1 45 Broadway,4th Floor Y02o Y0213 Y02 r r New York, New York 10006 o' 1 MH:9.5 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 I Issue Date&Issue Description By Check 1 01 04/27/2021 AM ZC + + + + + + + + + + + + + + + + + + + + + FOR PERMIT SUBMISSION 0.7 1� 2.2 2.2 2.8 6.6 7.7 7.4 6.3 14 6.2 5.0 4.3 3.4 2.8 0.9 0.5 0.3 0.2 0 0.1 0.1 Y04 Y04 MH:18 MH:18 + + +1 + 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 0.815 0.3 0.2 Oil 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + 0.6 1.1 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 C� J ®Y05 MH:14.5 - + + + + + + + + + + + + + + 0.6 L L 0 0 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 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 C)� NEW Y 1 U801 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 1.99 13.2 0.0 N.A. N.A. 1 UGY1(NEW PO-E) SINGLE 1 1 (UGY)OSQ-A-NM-SSH-T-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 23'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 21349 PROPERTY LINE ORDINANCE Illuminance Fc 1.19 4.6 0.0 N.A. N.A. 1 - 1 UGZ1(NEW PO-E) DOUBLE(2@180°) 2 1 (UGZ)OSQ-A-NM-SSH-U-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 30'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 24527 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 �vht551C7�" G^ -� 4 Y01 SINGLE 4 EXISTING POLE FIXTURE OUT OF SCOPE 5530 c. 4 Y02 SINGLE 4 - EXISTING CANOPY FIXTURE - - - OUT OF SCOPE 2000 AM ZC M DRAWN BY CHECKED BY 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 c� 1 �a LANDSCAPE SCHEDULE CM=CRAPE MYRTLE UNK=UNKNOWN nil]c 2 Y04 DOUBLE(2@180-) 4 - EXISTING POLE FIXTURE OUT OF SCOPE 10232 ,: TO N EF I E LD ii S SYMBOL QTY NOTES 1 Y05 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 11478 f` engineering&design, 11c. LS1 PROJECT EXPEDITER TO VERIFY IF LANDSCAPING CAN BE TRIMMED DOWN TO 36" 4 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986 SCALE: (H) 1" - 20' 1 Y07 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 2138 c.' PROJECT ID: NYC-210037 - 1 Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 TITLE: 1111 1 Y09 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10232 1 R1 SINGLE 1 EXISTING CANOPY FIXTURE REMOVE,RELOCATE AND PATCH 676 OVERALL LIGHTING PLAN e� U f20' 0' 20' 40' Ll Y- i GRAPHIC SCALE IN FEET SHEET: 1" = 20' C4 V F-f Bankof America. -- LightingUpgrades Southold, New York NY5-284 Parcel ID: 1000-61 .-3-7 53300 Main Road 5 ' RADIUS o , Town of Southold Suffolk County, New York 19 .9 18.7-7 LS 1 0 -AFM 3.3 3.2 3.5 3.9 �� ,UGZ1 (NEW POLE) engineering & design lqft • Rutherford, N • New York, NY • Boston, MA / 4.0 4.2 3.9 3.5 3.6 4.0 4.2 4 1 �� MH' 30 J 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 g PRO POSED ATM + � 584 Broadway, Suite 3 10, New York, NY 10012 3.4 3.8 4.3 4.6 .2 Phone 718.606.8305 <A= 1 3.7 3.9 3.9 4.3 5.6 � 6.8 4.9 �.4 .9 0 i , B+W Architecture + + + + + +9.9 9+ .9 + + + + +3.3 4.0 .5 .7 B+W Architecture D.P.C. 6.3 UGY1 (NEW PO ) LS1 Y02 MH. Architecture ® Interior Design 00MH: 23 Facility Planning&Design \ I 45 Broadway,4th Floor PROPOSED ATM New York, New York 10006 M H: 9 Telephone: 212.966.2237 \ ( O O Issue Date&Issue Description By Check 01 04/27/2021 AM ZC o FOR PERMIT SUBMISSION VAT V 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 QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNT NEW POLE COUNT FIXTURE T'A'PE/MOUNTING/MANUFACTURER BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES Lum.Lumens Label CalcType Units Avg Max Min Avg/Min Max/Min C1� NEVy E.CH �O 1 UB01 SINGLE 1 - (UBO)CPY250-B-DM-F-CI5W-UL-WH-3OK/CANOPY MOUNT/CREE B1-U1-G1 9'-6"AFG RELOCATED FIXTURE'S NEW LOCATION 1999 PROPOSED ATM S'@ 60" Illuminance Fc 22.45 32.6 15.4 1.46 2.12 gA`'Pf 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 l 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-U L-BZ-350-30K/WALL MOUNT/CREE B1-UO-G1 9'AFG ADD NEW FIXTURE 2005 �vhE5S1 F, Label CalcType Units Avg Max Min Avg/Min Max/Min - 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 4 q AM ZC OUT OF SCOPE z000 DRAWN BY CHECKED BY � 4 Y02 SINGLE 4 - EXISTING CANOPY FIXTURE _ - _ C� r; --1 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 4. 2 Y04 DOUBLE(2@180°) 4 EXISTING POLE FIXTURE OUT OF SCOPE 10232 STO N EFI E LD u El1 Y05 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 11478 engineering&design, 11c. �! 1 Y06 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 5986 SCALE: (H) I" = 10' r :a 1 Y07 SINGLE 1 EXISTING WALL FIXTURE OUT oFSCOPE 2138 PROJECT ID: NYC-210037 a � , -I 1 Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 x TITLE: 1 Y09 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10232 c 1 R1 REMOVE,RELOCATE AND PATCH 676 SINGLE 1 EXISTING CANOPY FIXTURE SECURITY LIGHTING PLAN c u P C ra 5' 0' S' 10' U 14SHEET: GRAPHIC SCALE IN FEET 111 _ 51 p C5 Bankof America 40�1- ._ _ _. _ Li h tin Upgrades "X' _ - - - - _ _ .34 36 36 3.6 3.4 .1� � _ _ _ _ _ Sout old New Y `� � 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 NY5-284 + + + + + + + + + + + + + + + + + + + + + Parcel ID: 1000-61 .-3-7 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�� / + + + + + + + + + + + + + + ♦ �' 3.1 3.1 3.4 3.9 4.5 4.8 4.3 4.1 4.5 4 8 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 ♦` + + + + + + + + + + + + + + + + �� I / • 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 County, UGZ1 (NEW POLE) ty, New York 3A 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.4303.1 3.5 3.2 � _ COMPLIANCE AREA // 5.5 5.2 5.3 4.6 4.4 4.5 4.5 4.3 3.5 2.9 2.6 2.5 2.4 2.4 2.4 2.6 3.2 3.4 � / 50' RADIUS+ + + + + + + + + + + + + + + + + 50 RADIUS y + + + + + + + + + + + + + + + + + + + tLD o I / 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 5.3 5.3 5.4 4.7 4.1 3.9 3.9 3.9 3.8 3.3 2.9 2.5 23 2.2 2.2 2.2 2.3 2.9 3.2 3.3 0 H * I ffim r /+ + + + + + + + + + + + + + + + + + + + ` y •i�•.• ~••,kl t • • • / 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 3.8 X3.6 �2. 1.8 1.9 2.0 2.2 2.9 3.3 3.2 3`Q engineering & design .'' ♦UGZ1 (NEW POLE) ` .. + + + + + + + + + / + + WW• + 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 5.34.1 .0 .9 3.6 3.3 3.0 2.61 �� / 8 5.3 5.5 5.4 4.8 4.3 3 ♦♦1.7M�2.9302.2 2.9 3.2 3.2 3.0 J ' ` Princeton, NJ • Tampa, FL • Detroit, MI + + + + + + + + + + + + + + + + + + + + + + + / ♦ + + + + + + 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 1.6 5.2 5.4 5.4 5.3 4.2/ 2.0 2.4 2.9 3.2 3.2 3.1 www.stonefieldeng.com - - - i+ G 11 W L 1 + + - - - - - - - - - - Y02 MH: 7.75 - - - - _- - - 3.i d' ( .P .8 3.9 2. ® + + + + + + + + + + 584 Broadway, Suite 310, New York, NY 10012 / 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. Phone 718.606.8305 MH: 23 1 3.7 + 0 4.7 4.9 PROPOSED ATM ❑ 4.0 +} 5.1 5.0 5.0 4.7 3.0 3.2 3.3 3.4 3.5� MH. 9 i ► B+W Architecture � + + + + + � I � � 3.6 3.8 3.9 4.4 2.9 3 8 + + 5.2 4.6 4.7 3.7 3.5 3.5 3.6 4.9 6.3 B+W Architecture D.P.C. 3.4 3.8 �. 3.2 3.0 UGY1 (N EW PO ) L51 Y02 M H• Architecture 3 M H: 23 ® Interior Design I Facility Planning&Design 11 11 �44 45 Broadway, + + + + I New York New YorFloor rk 10006 ♦♦ 3.4 3.6 2.8 2.7 ❑❑ PROPOSED 7AftT M H:-. Telephone: 212.966.2237 ♦♦ 3.1 2.7 2.8 O `♦ 3.3 3. 8 AHD ASSOCIATE ENTRY I 00 ZL Issue Date&Issue Description By Check 01 04/27/2021 AM ZC ATM Y06 o I FOR PERMIT SUBMISSION Y03 A': MH: 9.7 MH•• 18 �1 R ,� _ _• • Y07 M M W - n 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 of- NE 1 0601 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 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-SSH-T-30K-UL-BZ/POLE MOUNT/CREE B5-UO-G3 23'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 21349 i 1 UGZ1(NEW POLE) DOUBLE(2@180°) 2 1 (UGZ)OSQ A-NM-5SH-U-30K-UL-BZ/POLE MOUNT/CREE BS-UO-G3 30'AFG OSQ-DA-BZ ADD NEW POLE AND FIXTURE 24527 a �} 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 PvhESSti t„7 -� 4 Y01 SINGLE 4 EXISTING POLE FIXTURE OUT OF SCOPE 5530 ' 4 Y02 SINGLE 4 - EXISTING CANOPY FIXTURE - - - OUT OF SCOPE 2000 AM ZC DRAWN BY CHECKED BY p 41 2 Y03 SINGLE 2 EXISTING POLE FIXTURE OUT OF SCOPE 8251 a. LANDSCAPE SCHEDULE CM=CRAPE MYRTLE UNK=UNKNOWN 2 Y04 DOUBLE(2@180°) 4 EXISTING POLE FIXTURE OUT OF SCOPE 10232 STO N EFI ELD e SYMBOL QTY NOTES > 41 > 1 Y05 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 11478 engineering&design, 11c. LS1 PROJECT EXPEDITER TO VERIFY IF LANDSCAPING CAN BE TRIMMED DOWN TO 36" N1 Y06 SINGLE 1 EXISTING WALL FIXTURE - OUT OF SCOPE 5986 SCALE: (H) I" = 10' u, 1 Y07 SINGLE 1 EXISTING WALL FIXTURE OUT OF SCOPE 2138 0 PROJECT ID: NYC-210037 4111 e 1 Y08 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10806 TITLE: 1 Y09 SINGLE 1 EXISTING POLE FIXTURE OUT OF SCOPE 10232 �a SINGLE 1 EXISTING CANOPY FIXTURE REMOVE,RELOCATE AND PATCH 676 n_ SECURITY LIGHTING PLAN 4� P N 10' 0' 10' 20' a GRAPHIC SCALE IN FEET SHEET: I" = 10' C6 Pi 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 E I G- m e,r i coa CONTRACTOR RESPONSIBILITY NOTES: LIGHTING CONTROL NOTES: GENERAL NOTES: 24"FOUNDATION DIAMETER GMR AND DATED 02/10/2021. i 6'FOUNDATION DEPTH • AERIAL MAP OBTAINED FROM GOOGLE 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 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 ADJUSTACCORDING TO THE FOLLOWING: AMOUNT OF INFORMATION AVAILABLE TO THE ENGINEER. ALL SUCH (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. • AND ORIENTATION THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF CONSTRUCTION. 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 CONTRACTOR SHALL VERIFY THAT EXTERIOR LIGHTING CIRCUITS ARE CONTROLLED THE BID AND ADJUSTED IF NECESSARY. NO ADDITIONAL COMPENSATION NOT INCLUDED IN THE LIGHTING DESIGN PACKAGE. THESE INCLUDE, BUT ARE NOT SHALL BE GRANTED AFTER AWARDING A BID FOR ANY EQUIPMENT,MATERIAL 30' MOUNTING HEIGHT GENERAL NOTES Upgrades LIMITED TO, STAMPED ELECTRICAL DRAWINGS, STAMPED POLE BASE DRAWINGS, BY THE CORRECT IC3 CIRCUIT. WHERE EXTERIOR LIGHTING IS INCLUDED ON OR LABOR REQUIRED TO REWORK OR OTHERWISE MODIFY EXISTING MOUNTING AR.7.,, -+ BY 30 LIGHT POLE I. THE CONTRACTOR SHOULD FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND PROPOSED SITE AND PROFESSIONAL SURVEYS. CONTROL CIRCUITS FOR INTERIOR SYSTEMS, INTERIOR LIGHTING, OREXTERIOR 3. SHOULD STAMPED PHOTOMETRIC DRAWINGS BE REQUIRED, CONTRACTOR SHALL SIGNAGE, CONTRACTOR SHALL ADJUST EXTERIOR LIGHTING TO THE CORRECT CONDITIONS. LIGHTING MANUFACTURER 8"ASSUMED POLE DIAMETER 2. THIS LIGHTING DESIGN IS BASED ON A COMBINATION OF STATE STANDARDS, ~ i 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. = 30"FOUNDATION DIAMETER 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 ON GMR PHOTOMETRIC DESIGN DOCUMENTS. 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 2. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD WEEK IN ADVANCE OF VISITING SITES OR STARTING'✓dORK. CONTRACTOR SHALL REPLACE EXISTING PHOTOCELLS WITH NEW AND INSTALL IN A ZONES. C7 Southold,SEE NOTE 7 (8)#5 VERTICAL REINFORCEMENT BARS Ne 1( ) ENGINEERING LL AND IT' B- � ork 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 C. SSU 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 ANDA 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 ELECTRIC CONDUIT TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY • TIME CLOCK CONTROL: O 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 F 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 N�j[_2Q4 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. 11 ✓✓ VV 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• 1000-6l .-3-7 FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY TIME CLOCK IS SET PROPERLY AND LEAVE CIRCUIT ONCONSTRUCTION. BASE PLATE BY LIGHTING NON-SHRINK CONDITIONS. 9, CONTRACTOR SHALL SUPPLY ALL NEW LIGHT POLES.NEW LIGHT POLES SHALL MATCH TIME CLOCK CONTROL. 6MANUFACTURER 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. . 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 NATIONALACCOUNT. 7. THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE USE OF EXPOSED CURB OR EDGE 36" i �� 1"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 IS 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. /\/\/\/\/\/ / / / / 12. CONTRACTOR SHALL REPAIR ANY DISTURBED AREAS BACK TO EXISTING CONDITION CONTRACTOR SHALL ADJUST TO BE CONTROLLED BY PHOTOCELL OR IC3, 8 ALL EXISTING LIGHTS WILL BE REPLACED WITH LED LIGHTS AND ALL PROPOSED , , •: �i�\/i�\/i�\/i�\/��\/��/ � a_ _ _�° '��\%�\%�\\ �%\\\/, EXISTING CONDITION AT THE CONTRACTORS EXPENSE. WHICHEVER IS MOST ECONOMICALLY ACCOMPLISHED. 14' I 8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER Suffolk County New York INCLUDING PAVED AREAS,LANDSCAPED AREAS,ETC. LIGHTS WILL ALSO BE LED,UNLESS OTHERWISE NOTED. °I a li 11% REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD WILL REVIEW IN ACCORDANCE WITH THE DESIGN INTENT AS 13. CONTRACTOR SHALL VERIFY AND DOCUMENT COMPLETED WORK DURING NIGHT 9. ALL FIXTURES ARE TO BE MOUNTED ABOVE FINISH GRADE. I I • REFLECTED WITHIN THE PLAN SET. HOURS. ALL FIXTURES MUST BE FUNCTIONAL DURING NIGHT HOURS PRIOR TO ADDITIONAL CONTRACTOR NOTES: 10. UNLESS OTHERWISE NOTED,MATCH EXISTING POLE BASES. j� I T MIN. SCHEDULING A FINAL SURVEY WITH GMR. 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 (° jJ • . '.I CONTROL DEVICES,LATEST EDITION. 15. CONTRACTOR SHALL UTILIZE THE "BOA ELP INCENTIVE SITE SURVEY FORM" TO FIXTURE CLARIFICATION NOTES: 3 TIES AT 1- ---4-- -� ` 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 DOCUMENT THE EXACT DETAILS OF EACH FIXTURE BEING REMOVED FOR REBATE 4"C-C ° �I J QUALITY STANDARDS. FAM BIEN IN WRITING TO THE BANK OF AMERICA PJM THAT ALL WORK IS COMPLETE ACCORDING = 1• '. ��_^� _ mLD AND ENERGY SAVINGS CALCULATION PURPOSES. T G 1. OUT OF SCOPE - EXISTING FIXTURES TO REMAIN ON SITE WITHOUT -.__ _____--___� 11.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 LIGHTING IS COMPACTED SUITABLE 16. CONTRACTOR SHALL RECEIVE A PUNCHLIST FROM GMR UPON FINAL SURVEY FOR MODIFICATION. NO ACTION REQUIRED UNLESS NOTED OTHERWISE. w L___._-_�___1 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 0 I ° ,I BACKFILL TO 95%OPTIMUM SHALL BE PROVIDED IN THE FOLLOWING FORMAT: Z VERTICAL 1 I ° DRY PROCTOR DENSITY IN PERMITS. • • • 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 en Ineerin & design PROVIDE A SINGLE DOCUMENT CONTAINING THE FOLLOWING: PERFORMED BY CONTRACTOR. O REINFORCEMENT BARS i ed-°-==--�-1° LIFTS OF LESS THAN 9"OF 9 9 9 Q EQUALLY SPACED I 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 � 3"CLEAR COVER IN THE NOTES WITHIN THIS PLAN SET. REPLACED IN THE SAME LOCATION WITH A NEW FIXTURE. CONTRACTOR TO -41 Z FOR ALL REBAR • MINIMUM OF 3 PHOTOS OF EACH COMPLIANCE AREA (ATM(S), AFTER-HOUR 19°s_; 1 Rutherford, NJ • New York, NY Boston, MA VERIFY IF POLE AND/OR POLE BASE IS SUFFICIENT FOR THE NEW FIXTURES.ANY - DEMOLITION NOTES DEPOSITORIES,ASSOCIATE ENTRY)FROM DIFFERENT ANGLES O CAST-IN-PLACE ( j PAINTING, PATCHING OR ELECTRICAL WORK NEEDED IS TO BE ASSESSED AND CONCRETE ROUND PIER I a, Princeton, NJ • Tampa, FL • Detroit, MI • MINIMUM OF 2 PHOTOS OF ALL NON-COMPLIANCE AREAS FROM DIFFERENT PERFORMED BY CONTRACTOR. FOUNDATION,3000 PSI (____`__ - A I. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE ANGLES 4. ADD NEW FIXTURE-NEW FIXTURES TO BE ADDED. ANY PAINTING, PATCHING - REMOVED. www.stonefieldeng.com AIR-ENTRAINED •I ', I. OR ELECTRICAL WORK NEEDED TO BE ASSESSED AND PERFORMED BY CONCRETE AT 28 DAYS ( REINFORCEMENT 2. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING CONTRACTOR. d TIES SPACING ITEMS TO BE DEMOLISHED AND/OR REMOVED.THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE OTHER SITE PLAN AND GC SCHEDULING S. 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 CONTRACTOR TO SPECIFY POLE TO MATCH EXISTING STYLE AND COLOR AND,IF FOUNDATION TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. 584 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 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 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 • INCLUDE CONSTRUCTION KICKOFF MEETING WITH FINANCIAL CENTER MANAGER, WARE. LIGHT POLE INSTALLATION DETAIL AND ANY DAMAGES THE RESULT OF SAID DEMOLITION PRACTICES. 7. CONTRACTOR TO VERIFY WHETHER EXISTING WIRING LOCATIONS OR THE 6. ALL DEMOLITION ACTTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE B+W Architecture D.P.C. CON 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 n • IF IMPACT TO THE DRIVE THRU LANE, DETAILED DATES OF WORK INCLUDED IN 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 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 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. 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 I 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: 1.00% 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 I. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR y NEY!/ IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A CONFLICT �� V E.cHgp D,p 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. 'S l L7 08JTAB WARNING TAPE WITH METALLICFESSId LOCATOR STRIP TO BE INSTALLED WITH ELECTRIC CONDUIT EXISTING GRADE rAM ZC \,\/ / \i\\ DRAWN BY CHECKED BY BACKFILL WITH SUITABLE EXCAVATED 0 MATERIAL;MATERIAL \/ .:. TO BE COMPACTED STONEFIELD 18"(LAWN AREA) i\ THOROUGHLY \\ engineering&design, Ilc. 24"(PAVEMENT) j� _ � .. ..•:. ..•�'...• '. '`.. �/. SCALE: (H) AS SHOWN \// PROPOSED CONDUIT PROJECT ID: NYC-210037 c \/ TITLE: NOTES & DETAILS T PLUS UTILITY DIAMETER r ELECTRICAL CONDUIT TRENCH DETAIL SHEET: 4y NOT TO SCALE C 7 r; 3 Ban kof America 40pip. TYPE UBO CPY250-B-DM-F-C15W-UL-1al`l OSQ-A-NM-5SH-T-30K-UL-BZ OSO-DA-BZ+OS4A-NM-5SH-U-30K-UL-BZ SEC-EDG-3M-WM-02-E-UL-BZ-350-30K CPY Series - Version B GC TO SEE NOTES BELOW OSQ Series OSQ Series Cree EdgeTM Series TYPE USE CPY2500 LED Canopy/Soffit Luminaire Rev Date V1609/25/2020 OSQTM LED Area/Flood Luminaire-Large OSQTM LED Area/Flood Luminaire-Large Lighting TYPE UGY TYPE UGZ LED SecurityWall Pack LuminaireUpgrades GC TO SEE NOTES BELOW GC TO SEE NOTES BELOW Product Description Product Description DA Mount Product Description DA Mount Product Description CONTRACTOR TO SEE NOTES BELOW The CPY25O"LED CanoPy/SoftitLuminaire hasanextremetythin profilecon,muctedofrugged cast TheoSOTmArea/Flood luminaire blends extreme optical control,advanced thermal management t"` 1.11 " The OSOTuArea/Flood luminaireblends extreme optical contml advanced thermal management i . t . TheCeeEd et"wall ou tlu Ina're has a slim,tow p ofle desgn.The luminaire end capsare y aluminum.It can be surfacemounted easily from below thecanopYdeck and can be pendantmounted.Direct and modern.clean aesthetics.Bwlttola �the housing isru99ed cast aluminumwithaninte integral, and modern,clean aesthetics BuiIt to fast,the housing is rugged cast aluminurnwdh an integral, _ made from rugged die cast aluminum with Integral,weathertight LED driver compartments and high imaging ofthe LEDs'seliminatedvthahightyeffiaefficient weatherti ht LED drivercompartment.Versatile mounting configurations offer simpleinstallation, weathertight lghtLEDdnvercompalmant.'/eatilemountingconfigurationsdfersimpleinstaati �,DM Mount on performance aluminum heat sinks specifically designed for LED applications.Housing is rugged Applications:Petroleum canopies,CNG fueling stations,soffits Its slim,low-profile d_sign minimizes wend load requirements and blends seamlesslyinto the ''. its slim,tow-profile design minimizes wind load requirements and blends seamlesslyinto the aluminum.Includes a lightweight mounting box for installation over standard and mud ringsingle gang e .a•::.'; g 9 9 Performance _ ,�' „ site a sit )' J-BOxPs.Securestowattwithfour3/16"15mm)screws[byothers),Conduitentryfromtop,bottom, ""'"'"� .,•...r,,•-.v: ""V e y - HIDa licationsu to 750 Watt s,andtIna'U'in t ower net or is asuitableu rade for HID I HID pp p pup g pg i pplications up to 750 Watts,and the'U'input power designator Is a suitable upgrade for HID ; sides and rear Allows mounting for uptight or downlight,Designed and approved for easy Assembled in the U.S.A.of U.S.and imported parts applications upto1000 Watts, applications up to1000 Watts. through-wiring.Includes leaf/debris guard. o uth 1 cad _ New Yorl�. `A.?:, Applications:Parking lots,walkways,campuses,auto dealerships,office complexes,and Applications:Parking lots,walkways,campuses,auto dealerships,office complexes,and Applications:General area and security lighting ' CRI:Minimum 7D CRI _ Internal roadways 27.2"---sssfff{{{{{{ Internal roadways 27.2" A Flat Lens '} (691 mm (691 anm1 CCT:3000K(+/-3o0K) Performance Summary _ Performance Summary _ I Limited Warranty':10 yea rs on lum(nalre/10years on Colorfast 0eIla Guard°finish NanoO pt Delve SridTu o tic g'1 NanoO iiceprecislon Delivery Gr dTuo tic 8.1" Performance Summery P Y P [205mm] P p (205mml NYS-284 IP66 Rated(Direct Mount only) Assembled in itis U S.A.d U.S.and Imported parts Assembled in the U.S.A.of U.S,and imported parts Patented NanoOptic°Product Technology •See hnp Jlcreehghtlog comlwarranry for warranty terms 19.0" 19.0" Initial Delivered Lumens:Up I a 27,103 (482mm1 Initial Delivered Lumens:Up o 27,103 (482mm) o Made in the U.S.A.of U.S.and Imported parts 18.3" GC TO VERIFY THAT —�'Effiacr.Upto139LPW � Efflcacy:Upto139LPW I cRt:Minimum 7oCRI (464mm) Parcel ID. 1000-1 .-3- / FIXTURES CAN BE MOUNTED PER PLAN AND ALL NECESSARY HARDWARE IS SPECIFIED CRI:Minimum 7g apt 3.1' CRI:Minimum 70 CRI " CCT:4000K I+/-300KI,5700K I+/-sooKl standard (79mm) (79m3.1m1 53300 Main Road FOR INSTALLATION PRIOR TO PURCHASING CCT:3000K I+/-300KI,4000K(+/-300K1,57001<14-500K) Y - CCT:3g001i(+/-300K1,4000K(+/-300KI,5700K(+J-500K) Limited Warranty':l0 years on lumaire/t 0 inyears on Colorfast DeltaGuard°finish Accessories NEMA"Photocell NEMA¢Photocell er�lte Limited Warranty+:10 years on Iuminairel10 years on Colorfast DeltaGuard'finish Receptacle location Limited Warranty':10 years on lumen iii years on Colorfast Dolt aGuard°firush Receptacle location 'see nnp//ugH�ng,crae wm7warrantyforwarraroytems Field-Iretetled p.qy Y (ordered as option] (ordered as an o tion)- CONTRACTOR TO VERIFY THAT FIXTURES CAN BE Town of Southold 123mm1 - 5U0•� f5ae hep:lAightirg.ciaewmrwarranry for warranty •Sae hnD'7Aighrirg cree aoirV,wrranry for werianry terns P DirecIMountLuminaires Drop Lens I mml I MOUNTED PER PLAN AND ALL NECESSARY Flat Glass Lens Accessories Accessories Canopy upgrade Kits(19 go.steel,except where noted) HARDWARE IS SPECIFIED FOR INSTALLATION PRIOR CPY-AP304'-for use withCreeLi Lighting CAN-304 luminaires,lb a.5052 Gasket to Seel 3/4'119mrrili 3.8" 4.8•. 3.8" 4.8" 4.1" A g A pto4.25'1108mm1 ConduitEMry Field-Installed [97mrnj - - (122mm1 Field-metalled (97mrn1 [122mm) Accessories TO PURCHASING (104mm1 Suffolk County, New York aluminum u Canopy Cutout t XA-BXCCMW-for usewithlet-Philips,21.60"(549mm)square,white Backlight6hletd Hand-Held Remote — - Backlight Shield Hand-Held Remote Field-Installed XA-BXCCNW-for use with Uses Franciscan,22.06"1560mm)square,white „� e -_ _ E `A" W XA-BXCCPW-for use with LSI DaLeta or Masters,22.50"(572mml square, /�� OSQ-BLSLF XA-SENSREM OSQ-BLSLF KA-SENSREM white 11 lt_. °\-./ (31 amt -Front fadng optics -For successful implementation of the programmable multi-level option, -Front facing optics -For successful implementation of the programmable multi-level option, Bird Spikes Hand-Held Remote XA-BXCCQW-for use will,Whiteway Riviera or Rig-A-Lite,20,60"(523mr r) \�.// OSQ-BLSLR a minimum of one he nd-held remote is natured DSQ-BLSLR a minimum of one hand-held remme is required XA-BRDSPK )(A-SENSREM square,wh Ite -Ranted optics Weight -Rotated optics Weight -For successful implementation of the programmable multi-levet XA-BXCCRW-for usewith Elsco Merrit,18,06"1459mm)square,while 1 • •--- ---- option,a minimum ofone hand-held remote i=required LEDCouot(x101 Dim."N' Weight XA-BXCCSW-for use with LSI Richmond or Wit ltevay Civic,23,00"(584mm)L 285 tbs 193kg) 285 tbs 1134 g) 02 9,9"1251 mm) 20 tbs.191foil x13.00"(330mm)W,white 11.0• GC TO VERIFY THAT Mounied Self-Sealing 279mm1 Ordering Information GC TO VERI FY TH AT Ordering Information Direct MouneJunetion Box/stem Kit Supplied Self-Sealing t Fully assembled luminaira Is composed of two components that mug be ordered separarely. GO TO VERIFY' Fully assembled luminalre is composed 0f two component sthat muss he ordered separately: GG TO VERIFY 04 11.9'(303mm) 22 ms.(,o.okgl - XA-BXCCJB0X-60"j152mmj1-0/4"(19mm)NPTStem Shed Metal Sere— Example:Mount:OSQ-AASV+Luminaire:OSQ-A-NM-2MET-40K-UL-SV AND SPECIFY FIXTURES CAN BE MOUNTED Example:Mount:OSQ-AASV+Luminaire:OSQ-A-NM-2ME-T-40K-UL-SV AND SPECIFY FIXTURES CAN BE MOUNTED '.., -Watertight IF NOT UL IF NOT LIL 06 t3.9'1353mm zs lbs.(t 1.3kg1 -Ratedferfeed tnmi,gnBl4in,4out)a,zaweconductors PER PLAN AND ALL PER PLAN AND ALL lu Direct Mount Beauty Ptetes I Weight Moont D-umirmire mustbeom)erod separately)° NECESSARY HARDWARE IS MaentlLomieaire must beoalered seDaiahly)= NECESSARY HARDWARE IS BB 15.9'1404mml 2715x.(12.2kg1 0 1`40 Em F I Em L D XA-BXCCBPW-2617"(665mml Beauty Plate only(18 ga.steed,whitee e e 115 lbs I5 71,9110 17.9"145smml 31 lbs.[14.1 kg) xa-exccepel2w-26.n'•1d65mmlBeaury Flats(1aga.steeuwnosm z"I3ml osF- SPECIFIED FOR CSF- SPECIFIED FOR Bac kerPlate 116gar steep,whits GC TO REFER ENCE INSTALLATION PRIOR TO GCTO REFERENCE INSTALLA_nON PRIOR TO 12 I9.91(5Ernm) 321b5.(14.5k91 engineering & design -For use in cancpieswhere deck opening is larger than what is required for OS F-AA Adlustabls Arm Color Option.. SYSiNer ez Oro PLANS FOR COLOR OSF-AA Ad{ustable Arm Color Optionsi SVSilver BZ Bir _ PLANS FOR COLOR CONTRACTOR TO ' mounting the CPY250luminaire Marimum deckopening 10,75"x15" OSF-DA Direct Arm OK Black WH DESIGNATION PURCHASING 0SF-DADirect Arm BK Black e DESIGNATION PURCHASING CONTRACTOR TO VERIFY REFERENCE PLANS (-BXCC x375mm1 •Iefereece EPAaod +°con XA-BXCCBP616W-26,17"(6b5mm)Beauty Plate U8ga.stee tl w/16"(406mm) w fyuranonsuimbiliiydara begirn,ing oo page7 •R=fereiKeEPA and polamnlyurauonsuita bilrcydata 6�inning on page? AND SPECIFY IF NOT UL FOR COLOR DESIGNATION Backerpmten6 ga.elect,,whheA. Rutherford, NJ - New York, NY - Boston, MA -For use in canopies where deck opening is larger than what is required for mounting the CPY250 Luminaire.Maximum deckopening 12"x i5" Luminaire[Mount must be ordered separately) Luminaire(Mount must be ordered separately) Ordering Information 1 305mm x 375mm1 OSF A NM OSR A NM Example:SEC-EDC-2M-WM-06-E-1JL-SV-700 Princeton, NJ - Tampa, FL - Detroit, MI "Must spec ty rotor lnput Input SEC-EDG WM E WWW.Stonefieldeng.com Ordering Information product Version Mounting optic power CCT Voltage Cobor options product Versiw Mounting optic Power CCi Voltage �1or Opt wts Example:BXCC9095& Desi-t- Options Options P g LED Designator Product optic Mounting Count Series Voltage Color Drive Options (x101 Options Current BXCC9095& OSp A No Asymmetrk T 30K UL BK DIM 0-tni by others Field Adu,tab 5IF4/F3N2lF7 DSQ A NM Asymmetric T 300 UL BK DIM 0contol by th Field Adjutta le Output _ Na Moors 2ME- 4ME= 1ddW 3000K Universal Black -Control by others Field Ad)ustable Output No Mount 2ME' 4ME= 16SW 3000K Univemal Black -Control by others Field Adluaable Output SEC-EDG 2M WM 02 E UL BK 350 DIM 0-1W Dimmin 584 Broadway, Suite 310 New York NY 10012 120-277Y BZ -Refer to Dimming.spec sheat -Must setae 09,06,05,04,03,Q2,or U 40K 120-277V 9 �/ Type II Type N U 40K T II T e N Be -Referto Dimming s_,.pec sheet -Must select Q9,rd,sig Q4,Q3,Q2,or Q1 YP" yP Type 11 Medium Wall Mou hit 04 Universal Black 350 mA -Controtb � � � Product Version Mountin 0 tic In put Power Deal netor Volta Color CCT Medmm Medium 215W 57K UH Syr C.n'l exceed for Tinputpower8.07,06, 3ME- Medium 215W 57K UH Bronze fordetxco fousr 7i Wet Q9,08esigrstor yothers A P p A Be 3 ME= 67K Unrre real sV C. exceed wattage of spaded -Must select Q9,Q8,Q7,Db,Q5,Q4,D3, Type 06 120-277V BZ 525 -Refer exceed specified sheet for details Type III 5700K 347-480V Silver input power designator Q2,or Q7 forU input power designator 9ME= 57K Unice nal Sy -Can't exceed wattage of specified -Must select Q9,Q8,Q7,Q6,Q5,ign to CPY250 B OM F C UL WH 30K Medium WH F Fuse -Offersfull range adjustability Type 111 5700K 347-480V Silver input power designator Q2,or Q7 forUinput power designator Type 11 Medium w78 L5 08 UH Bronze 525mA -Can't exceed specified drive current Direct Flat Lens -WI[h Special Limiter universal. WH 30K Wttita When code dicta+es{using,use -Refer to pages 9-10 for power and Medium WH F Fuse -Offersfull range idlustibdny 2S to Universat SV -Availabi—in20-80 LEDs F Fuca hone 718.606.8305 -When code dictat its fusing,use -Referto s9-10 for owerand Type 11 Short 347-40V silver 700 -Refer to ML spec sheet for availability with ML rime dela fuse Itxnenvalues White 9. Puee P 12 120-277V Y time delay fuse lumen values 2S6 34 WH 700mA options 15W Symmetrk -Availablefor U,S applications R NEMA-Photocell Racepta ole Symmetre -Available for U.S.applications R NEMA-Photocell Receptacle Type llshortw7B(S 347V whf, -Availalb wirh20-60LEDs -Avaitablewith ULvoltageonhy EME 250 only -ImendedfordownligMapphanonsmth SME .25D only -Intended for downl,gM applications with 3M -Avaita bee for U,S.applications only e T eV 25° PML Pro rammabteMultl-Level,up maximum45'tilt -Whencodedictatesfueir use time dela fuse R� yp 9 Typo- Flo PML Programmable Level,up maximum tilt Type 9 y �J W Architecture GC TO VERIFY VOLTAGE Medurnt Flood to 40'Mounting Height 3-pin receptacle per ANSI C13610 Medium Flood to 40'Mounting Height -3-pin receptacle per ANSI 0136.10 3M6 ML Multi-Level AND SPECIFY CHANGES GC TO REFERENCE 5 S 40D RefarioPML srncsheet for Photnuand shorting cap by others ESH 40D Referto PML sDocsheet for Photocettandshorting cup byothers TypelllMediumw/BLs Refer to ML spec sheet for cents TypeV 40• details RL Rotate Left Ti 40° details RL Rotate Left 4M -Intended to r downlight applications with 00 tilt BASED UPON FIELD PLANS FOR COLOR Shan Flood Imendadfordowntight -LEDandupticarerotmodtotheleft Short flood Imendedfordownutg -LEDandopticammtatedtotheleft Type IV Medium P Photocell B+W Architecture D.P.C. CONDITIONS DESIGNATION WSN 6gp a pplicationsat0°uk Reterto RR/RL configuratinndiagram on WSN 60D applicationeat0•ti -Referto RRIRL confguiationdiagram on 4MB -Refer to.ML thi sheet for avallabilitywith 1,11-options Wide 60• PML2 Pro gra minable Multi-Level, page 2foroptictimctiorolity Wide 60° PML?Programmable Mutti-Level, page 2 for optic direcuonshty Type IV Med iumw/BLS -Must specify UL or 34 voltage Sign Flood 10-30'Mcureiag Height RR Rotate Right Sign Flood 10-30'Mounting Height RR Rotate Right PML Programmable Multi-Level 15D -Refer-to PML spec sheet for -LEDand optic are rotated to the right 1 E -Referto PML spec sheeilor •LEDand oricam rotated to the right -Referto PMLsnerssh tfor details Architecture 15° details -Referto RR/RL conhguratinndiagram on i5, details -Referto RRIRL configurationdiagram on -Intended for down)ight applications with 00 tilt Interior Di Flood -Intended for downlight applications page 2 for optic diracti—lily Flood -Intended for downlight applications page 2 for optic diractnorahty 40K 4000K Color neroresn Temperature g a10,tift atVI'll -Minimum 70 CRI -Color temperature per luminaire Facility Planning&Design •Available whh Bac61,gMShelrlwten ordered withfield iiuialiejarceiryle—ablaabrne) •Available wdh Bakbpht5heldwhenordaiad withtieW-installed a-sexaory kee tabla.6aua) --- 45 Broadway,4th Floor '�,�:, " a _:'al ;; Rev Date:V1606+Orir2018 E ® " Rnv Date:V1606/Ora/2018 New York, New York 10006 C U US - � r �`.'sss• CREE LIGHTING C�C 't" �� '' a �� ® L` �', U$ Rev.Date:V3 04/06/2017 ' ''' �>r °' �ry Telephone: 212.966.2237 USi creelightinti com T(800)236-6800 IIS:lighting.creeecom T 1600)236-6800 F f262)504-5415 Cara da:www.cree.comkanada T(8001473-1234 F 18001$90-7507 US:lightli g.cree-com T(800)236-6800 F(201504-5415 Canada:wwwicrese.asNcarrada T(0001473-1234 F(800)890-7507 US:tighting.cree.com T 18001236-6800 F(2621504-5415 Canada:www.cree.com/caned¢ T(8001473-1234 F 18001890-7507 Canada:creelighting-canada.c)m T(8001473-1234 IIssue Date&Issue Description By Check 01 04/27/2021 AM ZC 2 3 14A FOR PERMIT SUBMISSION 0� NEW Y COO �V PAY E.Cyyp�'P l OggtAO rtirl•tt3S1 F- c: c AM ZC o(' 0 r DRAWN BY CHECKED BY C i C-11 ucr STON EFI ELD z 40$>s- engineering&design, Ilc. x SCALE: (H) AS SHOWN t- ri C= PROJECT ID: NYC-210037 4' rt TITLE: z C n: DETAILS L1 Crr n: C1 S• ,a SHEET: ra CI CY _a 11 h