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HomeMy WebLinkAbout1000-18.-5-4.1 b4 V FORM NO. 3 u,G 01 5 0,u Iluuu TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD TOWN NOTICE OF DISAPPROVAL O'rVAL DATE: August 6, 2026 TO Heins W J& E M Lvng Trt (Great Equity Success) PCB BOX 232 Orient,NY, 1195 7 Please take notice that your application dated July 2, 2026: For permit to: cod s�r xt an EV e , "* station,with 4 . s is ,%Tesla s e c ar ens at: Location of property: 2,24,20 Rout �, Or�ient,, N�Y County Tax:Map No. 1000-- Section 18 :Mack. 5. Lot 41 Is returned.herewith and disapproved on the following grounds: -o, os,ed co��ns r� d s , �e ent ,e, y et drawn s date, s a y 2 2026 in the zoning district B requires site lan approval from the Southold Town Vlanning Board. Additionally the pro used construction is not permitted ursuant to Section 170 of the Southold Town Code and is sL j eot t 1ist is P-eservat on.Co,mmission gpjEr a . You may now apply to these agencies directly, At tized, S l gnat t,,� Nate to .Applicant: Any change or deviation to the above referenced application, may require farther review by the Southold Town Building Department. CC: file, Planning Board CC: file, HPC H G F E D C B A GENERAL MOTES ELEMENT € �` ZZ _ .� =ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ANY OTHER REGULATING AUTHORITIES WiuCH HAVE CALL BEFORE YOU DIG.CONTACT UNDERGROUND SERVICE ALERT(USA)AT 1-800-227-2600 AT LEAST 2 WORKING ENERGY I per . [ _�. � AUTHORITY OVER ANY PORTION OF THE WORK, DAYS BEFORE EXCAVATING. _ �. . 90.nq IBaTTCP 8tGC1a6}}TTS rz4C}j C25t5 G:�1• H z 3 ti dr_ _ _ �� l h: � I� � s f T PRIOR TO COMMENCEMENT 0r ANY WORK,THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NO71FY THE UNLESS OTHERWSE NOTEQ ON THE PLANS,FINISHED GROUND SURFACES SNALi E�GRADED TO DRAIN THE FNtSHEQ T EDESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FROM TESLA OF ANY DISCREPANCIES_ANY WORK PERFORMED IN SITE PROPERLY W THIN 10-FEET OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5%AWAY FROM ANY BUILDING OR 7470 SOUND AVE I _ - t -_- CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED AT THE SUBCONTRACTORS SOLE EXPENSE STRUCTURE ALL EXTERIOR HARDSCAPE WITHIN TO-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WTH 2% t ' _ ] �' 21-1-1 MINIMUM SLOPE AWAY FROM ANY BUILDING OR STRUCTURE.DRAINAGE SWALES SHALL BE A 1.5%MINIMUM SLOPE ALL MATTITUCK.NY 11952 "Ji_ [ I s SUBCONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO TESLA FOR APPROVAL BEFORE MAKING ANY 'I 631 779 7993 F �� _ 9 �� GRADED SLOPES SHAt1 HAVE A MAXIMUM SLOPE dF 3H TO iV(33'%),UNLESS SHOWN 4THERNSE ON THE PLANSi - CHANGES.OEYATDN FROM FLANS BEFORE WRITTEN APPROVAL FROM TESLA PLACES LIABILITY ON THE ` ;SUBCONTRACTOR, LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT SLOPE TOWARD PROPERTY LINES IN A MANNER WHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY.HISTORIC DRAINAGE PATTERNS ' ALLSTA EQ IPMENT SHAkL ON P U TCE5,5 SHOWN,WHEREER BE DETAILS ARE NOT PROVIDED,CONTRACTOR SHALL USE SHALL NOT BE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY. ORIGINAL SIZE 24"X36" ' F r a IH CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE-IF THE EXISTING DRAINAGE SYSTEM IS DAMAGED DURING SHEET SIZE ARCH i ALL SURFACES SHALL BE PATCHED AND PAINTED AROUND NEW DEVICES AND EQJIPMENT TO MATCH EXISTING 3 - 3 EXCAVATION,CONTRACTOR SHALL REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FINISHES. FACILITY A5 NECESSARY, ANY METAL SHAVINGS FROM SITE WORK SHALL BE CLEANED FROM ALL SURFACES WHERE OXID!ZED OR CONDUCTIVE EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE.°RO,ECT CONSTRUCTION SHALL BE REPAIRED OR ---- T L`tt �1�(�(� �� E�r�(^ti�("1�r(1(Z (`Z�/�r j�('Z�j META!SHAVINGS MAY CAUSE RUST,ELECTRICAL SHORT CIRCUITS,OR OTHER DAMAGE: REPLACED. ((Y(I IE (i,_f](0 ,?L-�f (0 (LJ] (0(�f� (L/, (f(' (L,,,,J�[t,,,Jl(( APPROVALS FROM BUILDING 14SPECTORS SHALL NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE DRAWINGS INSTALL REQUIRED EROSION CONTROL MEASURES PRIOR TO INSTALLATION, �. NEW PAVEMENT INSTALLED AS PART OF THIS PROJECT 54ALL MATCH EXISTING PAVEMENT SECTION..ASPHALT AND GAB ALI EXISTING AND PROPOSED LOCATIONS ARE BASED OFF THE SURV1`OR'S ESTABLISHED BENCHMARK AND CONTROL ) - )DEPTHS SHALL BE MAINTAINED, _ i AERIAL MAP ELECTRICAL NOTES <.. \ \\ ENET#AL r{QrI,� m AC g FL o -Iwo €ANT:&F _ r ..... \ t.ALL ELECTRICAL WORK SHALL COMPLY WTH THE NATIONAL ELECTRIC CODE AS AMENDED BY APPLICABLE STATE AND AND TERMINAL ) TIONS \\•. rim LOCAL CODES 70.A.1 CONDUCTOR TERMINATIONS ON BUSSING OR TRANSFORMER SPADES SHALL BE MADE NTH NIGH-PRESS CRIMP _ �� © _ Lucs udN. i \ \\ 2.ALL WIRING SHALL BE MANAGED IN A PROFESSIONAL,WORKMAN-LIKE MANNER AND MUST BE SUPPORTED,SECURED, � � „�... \\ _��..`' AND PROTECTED TO PREVENT DAMAGE �` Qo�I R, �, 3 AC CIRCUIT CONDUCTORS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER ART 210 5 OR 215.12.UNLESS 11.ALL TERMINATIONS OF ALUMINUM CONDUCTORS SHALL BE PROPERTY INSTALLED NTH BEST PRACTICES INCLUDING OTHERWISE REQUIRED BY ART 2!0.5(1)OR AHJ,COLOR-CODING OF POWER CONDUCTORS SHALL BE AS FOLLOWS: BUT NOT LIMITED TO: ----.---_ --__ -TERMINATION EQUIPMENT RATED FOR ALUMINUM AT THE CONDUCTOR TEMPERATURE,CURIE. ND USE Or TE P CURRENT.A. 7 V 120f208V VOLTAGE ..•fit�... \\ �. .�.� �� -..� \ \�\`�\: \��.. I PHASE A BROWN BLACK ALLOWANCE FOR MOVEMENT DUE TO THERMAL EX°ANSIONfGONTRACTQN PHASE B ORANGE RED P*OPER COATINIG OF A"MARAW WA ANTE-OXIDIZATION COMPOUND If S PHASE C YELLOW BLUE USE OF CALIBRATED DEVICES TO TORQUE AND MARK TERMINALS TO REQUIRED SETTINGS II NEUTRAL CRAY WHITE 12 DUCT SEAL COMPOUND SHALL BE APPLIED WHEREVER CONDUITS TRANSITION€DQdR OUTDO{R OR 4-DC CRCUIT CONDUCTORS SHAH BE IDENTIFIED PER ART 210.5 OR 275.12: UNDERGRD'JNDfABOVEGROUNQ,REFER TO EQUIPMENT NOTES FOR ADDITIONAL DUCT SEAL REQUIREMENTS. ) \ `` _ _, c\�� \ \. - COND"7y'tR STD CQL£J,4 P�G$Tj,O(i 13.BELL ENDS SHALL BE ENSTALLFQ WHEREVER CONDUIT ENTERS EQUIPMENT FROM UNDERGROUND AND}4:iEREVER \� "\�'.: \. OCi RED RED-STRtPEQ �~\� �\ \ P TENTAL FOR DAMAGE TO CONDUCTORS IS PRESENT AT ANY POINT_BELL ENDS SHALL NOT PREVENT THE USE OF - \. a _ BLACK BLACK-STRIPED C GROUNDIN'FITTINGS OR COUPLERS WHEN REQUIRED,I ; �... .\ TERMINATIONS OF AG,DC,AND COMMUNICATIONS CONDUCTORS SHALL BE PROFESSIONALLY AND LEG{BLY LA aBELED 14.ALL STUB-UPS WITHIN FLOOR-MOUNTED EQUIPMENT SHALL BE 3-5'ABOVE FINISHED GRAD& \ - \\ ` NTH CIRCUIT SCHEDULE IDENTIFIER.CONDUCTOR SIZE AS APPUCABLE AND TERMINATION TORQUE \- '2 \ \) + ( ) 15,ALL CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT PHYSICAL DAMAGE SHALL BE RIGID GALVANIZED STEEL t' ..�• \:s' l\ \��.\'� 6,ALL EQUIPMENT SHALL BE LISTED BY A NRR IN GOMPLI ANCE WITH ART HO,3..WHERE EXISTING NRTL USTNG i .71 ~\ e BE OBTAINED FR,O4.Q EQUIPMENT MO}DIRGATOt,AND THE . _A I _ c. tll 1 .� ��\ ��� �_� CANNOT BE MAINTAINED,ENGINEERING APPROVAL SHALL I6 GROUND LUGS SHALL BE RATED FOR THEIR ENVIRONMENT AND CONDITION OF USE \ � \\ EQUIPMENT SH At1 BE REUSrED BY A SUITABLE NRTL IT THE GROUND-FAULT PROTECTION SYSTEM SHALL BE PERFORMANCE TESTED WHEN FIRST INSTALLED ON SITE THIS y, NT 7,UNDERGROUND CONDUCTORS�CABLES TO BE INSTALLED IN CONDUIT LION. INJECTION,SHALL ACCORDANCECONDU ED B A QUAURED THAT PERSON(S) H(AL),L USING A TES WITH THE EQUIPMENT,AUWRETTEN RECORD A \� \� A ALL WIRES SN-tLt BE PROVIDED NTH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NRR LISTING. IN THIS TESTING SHAM BE MADE S AVAI ABLE TO THE AUTHORITY HAVING WITH JURISDICTIONTHEQUIPMENT, _ 4 SUPERCHARGER NOTES LLJ ..ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR.ALL WIRING FURNISHED BY CONTRACTOR(EXCEPT TESLA 9.FOR DC RUNS IN EXCESS OF 330 FEET,CONTACT TESLA_ SIGNAL WARE)AND INSTALLED BY CONTRACTOR. a / T;, 2 ALL BUSHINGS AND WIRING INTERNAL OF PROPOSED SERVICE EQUIPMENT PROVIDED BY MANUFACTURER.ANY tO..UNDERGROUND CONDUITS SHALT @E SCHEDULE 46 PVC OR UL LISTED HOPE.7H-ABOVEGROUND PORTION OF Ah MODIFICATIONS SHALL REQUIRE ENGINEERING APPROVAL PRIOR TO ANY CHANGES BEING MADE UNDERGROUND/ABOVEGROUND 7RANSITON SHALL BE SCHEDULE BO PVC OR UL USTED HOPE. 3.ALL ALUMINUM(AI)CONDUCTORS TO RECEIVE ANTI-OXIDATION COATING DURING;NSTALLATON,ALL OTHER IT-ABOVEGROUND CONDUITS EXPOSED TO VEHICULAR OR EQUIVALENT PHYSICAL DAMAGE SHALL BE RMC-ABOVEGROUND CONDUITS O EXPOSED TO VEHICULAR OR EQUIVALENT DAMAGE SHALL BE PERMITTED T E EMT - �. \' ..\ � .• CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED. NOT� � R D S t 0 B THE FOLLOWING CHARGING CABINETS AND THE CHARGING POSTS USED ON PROJECT COMPLY- a 12.WIRE SPLICES ARE NOT PERMITTED TO EXTEND WIRE RUN LENGTH CONTRACTOR IS RESPONSIBLE FOR RERUNNING 4 THIS .LY WITH THE FOLLOWING STANDARDS: FULL LENGTH OF WIRE IF RUN LENGTH IS MISCALCULATED. IEC 61651-23:2074 f EN 61851_23:2074 13 SPECIAL INSPECTION ON IS REQUIRED FOR ALL POS-INSTALLED CONCRE TE ANCHORS Lij t•� \ o UL 2202 2009(R2012) 14,PLANT GUARANTEE:CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM DATE OF T 11 �1 N GE BY THE OWNER.CONTRACTOR IS RcS.ONS.@LE FOR PLANT MAINTENANCE FOR THE FIRST � Ln CAN GSA C22.2 NO T071 GRD�VG SEASON, n -� 6..THE AFDREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE EQUIPMENT,INCLUDING BUT NOT 15 IF EXISTING GRASS IS DAMAGEDfREMOVI=D DURING CdNSTRUCTiQN,CONTRACTOR SHALL APPLY SEED PER HYDROSEEO �• LEI I i - TYPE,\ \ LIMITED TO: METHOD.RATING OF SEED SHALL BE PER DISTRIBUTOR BASED ON SPECIES LL�'- -\ 9 I: _--. --- " - i - _ ,RIVER ROCK.MULCH ETC,TO MATCH EXISTING � �ROT=C'lON AGAIN�SLE�TRtC SHOCK CONTRACTOR SHALL MATCH EXISTING LANDSCAPE;USE GRASS OVERLOAD AND SHORE CIRCUIT PROTECT ON LANDSCAPE AROUND EQUIPMENT.UNLESS OTHERWISE NOTER. W 17.CONTRACTOR WI TH AND DEPTH BABBLES IN FRONT W SUPERCHARGER CABINETS AND SWITCHBOARD_BARRIER TO - d, FAULT PROTECTION EXTEND Via.MOTH AND DEPTH 0E NECR CkkR-�2 WORKING CLEARANCES - i DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIV€PARTS 18..FOR(4)ACCESSIBLE EV CHARGtNG AREA(S),CONTRACTOR TO FIELD VERIFY SLOPES ARE COMPLIANT PER i.7 Z THE INTERNAL COMPONENTS OF THE SYSTEM ARE PROPRIETARY.ANY QUESTIONS CONCERNING ACTUAL ACCESSIBLE STALL DETA.L(REF,ARCHITECTURAL OR STRUCTURAL SHEETS)..REGRADE AND ADD ASPHALT OVERLAY, LLI J ,NTERNAI PROTECTIVE DEVICES MUST BE COORDINATED DIRECTLY NTH TESTA. - - o I \ =�e � - NEW.IltL DEPTH ASPHALT,INDOOR ASPHALT MWNG E=REQUIRED.EXISTING SPOT ELEVATIONS ARE APPROXIMATE _ 7..TESTA SUPMCHARG`_R SGNAL NR'NG RATED 1QODV AND USED FOR POWER LIMITED CLASS 7 CIRCUITS SHALL BE E - ^ .•.�_ _ ` ,lE PERMIT,ED TO RUN IN CONDUITS,CABLE TRAYS,WIRE WAYS,OR RACEWAYS ALONG NTH ASSOCIATED DC 19.PAD EXTENTS ANDFOOTING TO BE CONFIRMEDBYDCONTRACTORCPRIOR TO CONSTRUCTION Q CONDUCTORS AS ALLOWED PER NEC 725.48(8)(1),3DD.3(C)(1)AND 62D 38_ € `�7„t 20_ALL PR€GIST FOUNDATIONS SHOULD HAVE 1-SEPARATION FILLED WITH A>HALTIC MATERIAL BETWEEN ALL V t T ----- - - - --- - -- --- -- - - --- --v 8..SUPERCHARGER CABINET AC CONDUCTORS SIZED UNDER ENGINEERING SUPERVISION USING THERMAL MODELING �P fv PAD I T SOFTWARE SPECIFICATIONS ABOUT THE TRENCHING REQUIREMENTS ARE SHOWN IN THE EL=CTRICA<_DETAILS.. ABBREVIATIONS SCOPE O F WORK 21 SWITCHBOARD DIMENS O#5 AND ANCHOR LOCATIONS ARE AB E TO CHANT GONTRACTd2 TO VERI Y AGAINST v) N E AC... ALTERNATING CURRENT SCC,R SHORT CIRCUIT CURRENT RATING ----. ----. ---_; ---_---_ ((��- W I ADA AMERICANS WITH DISABILITIES ACT SO-IN,SQUARE INCHES UTILITY NOTES \" AHJ AUTHORITY UNDER JURISDICTION SS STAINLESS STEEL i!UTILITY *UPDATE --- --- - --- - I CLR CLEAR SSBJ SUPPLY SIDE BONDING JUMPER I( _ ?1. SERVICE CLEARANCES FOR PME,PMI,CAPACITOR CAB NET,AND TRANSFORMER TO BE VERIFI�.S7 WITH UTILTY STANDARQS. F COMM COMMUNICATION STC STANDARD TESTING CONDITIONS 2 L CONIC CONCRETE TYP TYPICAL 'CATEGORY -ITEMS A&E )lJ I(LITY_12. SERVICE CLEARANCE FOR SWITCHBOARD AND UTILITY METER TO COMPLY WITH NEG(AND UTfLiTY STANDARDS WHEN ARPt1GA@tE)z E L DC DIRECT CURRENT LION UNLESS OTHERWISE NOTED _ PRIMARY TRENCHING X j ATON DIMENSIONS AND LOCATIONS PER UTILITY_CONTRACTOR TO VERIFY AGAINST EXECUTED UTILITY DESIGN, ' - - DIA DIAMETER W WATT - = 13, UTILITY EQUIPMENT FOUND {E) EXISTING INSTALL PRIMARY CONDUIT X _ - a4_UTILITY BOLLARDS PER UTILITY REQUIREMENTS.CONTRACTOR TO VERIFY AND COORDINATE WITH UTILITY ON LOCATION,QUANTITY,AND SPECS. EGC EQUIPMENT GROUNDING CONDUCTOR - CONTRACTOR TO REFER TO EXECUTED UTILITY DESIGN FOR PRIMARY AND POINT OF CONNECTION DETAILS, I EMT ELECTRICAL METALLIC TUBING = .INSTAL!PULL ROPE X : EQPT, EQUIPMENT I F ERMS ENERGY REDUCTION MAINTENANCE -PRIMARY !INSTALL PRIMARY FEEDERS ESS ENERGY STORAGE SYSTEM `_ =PROVIDE PRIMARY FEEDERS _ X SHEET INDEX PROJECT PROJECT SCOPE EV ELECTRIC VEHIC E FROND£ROAD GUTS f ROAD BORES X GAB GRADED AGGREGATE BASE SHEET# SHEET TITLE _ INSTALLATION OF: - GALV GALVANIZED - a -- ----- - STRUCTURAL ENGINEER OF RECORD: ELECTRICAL ENGINEER OF RECORD: STALL a �. !PAVEMENT REPLACEMENT X I V4 SUPERCHARGER CABINETS GEC GROUNDING ELECTRODE CONDUCTOR - S - G-O01 COVER A G NNARQ A.GIUS`RA P.E. GENNARO A.GtUSTRA P.£. {'' L I GFP GROUND FAULT PROTECTOR . INSTALL TRANSFORMER PAD X ' _ - a GREAT EASTERN SERVICES,INC. GREAT EASTERN SERVICES,INC= {)V4 SUPERCHARGER POSTS - I GND GROUND E-101 STE LAN PO BOX 240 PO BOX 240 }SWITCHBOARD R I !PROVIDE TRANSFORMER I X _ 01 ) �-�� A .4( 24 HARVEY RD 24 HARVEY RD ( LIGHT:IXTURES _ f CURRENT c - ;IMP CURRENT AT MAX POWER -- ---- � T RIVERHEAD,NY 11901 RIVERHEAD,NY 11901 ASSOCIATED AC AND DC EQUIPMENT Z NV INVERTER TRANSFORMER INSTALL TRANSFORMER X I E- 1 E GA- �'IML.S _ PRECAST&CIP EQUIPMENT PADS AND iSC SHORT CIRCUIT CURRENT - _ - _ _-. „y. I4 T WALKWAYS §� L KVA KILOVOLT AMPERE £ !INSTALL CONNECTIONS-PRIMARY X -( A _ € NEW PARKING STRIPING,S CHAGE AND ADA KW K1_OWATT - S-501 STRUCTURAL DETAILS S 3 F KWH KILOWATT-HOUR 'INSTALL CONNECTIONS-SECD ! x' - PROJECT NT ENERGY VIER: ACCESS FEATURES � LSIG LONG 1T,'.dE,SHORT TIME, _ _ _ S- ( $�C" DETAILS 7470ELEMESOUND AVE yLC € a INSTANTANEOUS GRDUND i !PROVIDE METER a X - PH:631-779-7393 1 LV LOW-VOLTAGE -SWITCHBOARD `INSTALL ME'Eft X EMAIL!PERMITSPE2SYS.COM t LVDC LOW VOLTAGE DIRECT CURRENT 4 MAX MAXIMUM t ;LAND SECONDARY FEEDERS X MIN MINIMUM --. ---. -.. COVER j ...—...... .....�ECQNDARY TRENCHING X MY ( E R PAGE MEDIUM-VOLTAGE V— -- g (A) NEW - NEC NATIONAL ELECTRIC CODE INSTALL SECONDARY CONOU T X - - NRTL NATIONALLY-RECOGNIZED TESTING - LABORATORY L INSTALL PULL ROPE X NTS NOT TO SCALE - ----------------- QC ON CENTER ;SECONDARY _INSTALL SECONDARY FEEDERS _ X om OTL ON THE LINE =PROVIDE SECONDARY FEEDERS xLo CODES — I PCC POINT OF COMMON COUPLING OPP 25 YiOBUPL4NGjFIRE PL PROPERTY LINES ;PROVIDE ROAD CUTS f ROAD BORES X PLC POWER LINE COMMUNICATION 1 2023 NATIONAL ELECTRIC CODE PSU PRE-ASSEMBLED SUPERCHARGER UNIT E PAVEMENT REPLACEMENT X Pv PVC POLLYVINYLTAIC CHLORIDE [ T RED: 0 REFER RSD RAPID SHUTDOWN PROPRIETARY AND CONFIDENTIAL H G F E D c B A SITE LEGEND ENER ELEMENT -5, GY CONDUIT ROUTE, SHOWN FOR DIAGRAMMATIC 7470 SOUND AVE PU RPOSES ONLY MATTITUM NY 11952 +1631779-7993 6 ORIGINAL SIZE 24X35' SHEET SIZE ARCH'D' (E)PAVEMENT ROOF OVERHANG CHARGING STALLS SCHEDULE 1 -SUPERCHARGER POST SIGN TYPE FAG MINIMUM SERVICE CLEARANCES K SUPERC-HAR (N) 0 CABINET GEF SUPERCHARGER PROPERTY LINE CABINET,TYP- LLJ 4 MTR 0 CHARGE POST (E)OR(N) SWITCHBOARD SERVICE SIDE LLJ 0 N z CD ry L.Li GE Ln (E)OR(N)EQUIPMENT 5 CHAR HAD < 0-) PAD U< TRANSFORMER FROM PAD EDGE 3' a_C) ON ALL SIDES AND oL < 8'FROM FRONT L.LJ 3 (VERIFY WITH n > UTILITY ij:�) 0 STANDARDS) -j Ll N _j U) 4- N N 0 -T LU < 2 EQUIPMENT SUMMARY TABLE DETAILS OR INSTALLATION TAG DESCRIPTION REFERENCE SWITCHBOARD I.PER STRUCTURAL DETAILS' SPR-# SUPERCHARGER PER STRUCTURAL )ETAILS 1 UJI CABINET I #x POSTER PER STRUCTURAL DETAILS 0 XP-# TRANSFORMER PER UTILITY DESIGN M�4 ;�Un UTILITY�ME R PER UTILITY DESIGN COVER PAGE .- N (3-001 1 SITE PLAN 01, 4' 8' IX W r REV: 0 REFER. PROPRI=--IARYAN'Dr�%l-t4F!D=--,!'4TIAL E Q c i B A EQUIPMENT ELEMENT LOAD SCHEDULE V NOTESenccoa ENERGY' SINITIC BOARD"SBA"LOAD SCHEDULE (N)UTILITY TRANSFORMER VOLT AMPS7470 SOUND AVE VOLT-AMPS TRIP TRIP f XR-l" MATTa UCK, -1 631�779-7993 ICKTNO AMPS 1 DESCRIPTION A A B I c DESCRIPTION AMPS CKT NO I B==C -SIZE&PRIMARY VOLTAGE 6 1 1 1,000 1 SUPERCHARGER#1 208,333 2 UTILITY 3 208,333 ONDARY 480Y/277V 4 (N)MAIN SWITCHBOARD ORIGINAL SIZE 24X3r 208,333 6 SHEET SIZE ARCH"D" SB-l" 4BO/277 VAC, J 2 -1000A MAIN BREAKER, PHAE_ L B 100%RATED,LSIG,ERMS& TOTALS! APPARENT POWER 208 kVA 208 kVA 208 kVA SHUNT TRIP PROVISION kAIC MIN. � CURRENT! 752 A 752 A 752A -NEMA 3R TO UTILITY (N)SUPERCHARGER ' LEGEND SYSTEM (1)V4 SUPERCHARGER j, WYE TRANSFORMER, (N)UTlLfTY BUSSING WIND TRANSFORMOR CABINET"SPR"PER SYSTEM WINDING "XR-1" COMMUNICATIONS CONDUCTORS GROUNDED WYE BY UTILITY lCOMPARTMENT INTEGRATED 5 SHIELDED CAT6 TRANSFORMER •480VAC 3PH,3W CABLE WINDING 750A MAX AC INPUT CIRCUIT BREAKERF___j EQPT. 1 •65 kA SCCR 1(4)V4 SUPERCHARGER I SWITCH ENCLOSURES POSTS"DC"PER SYSTEM FUSE METER (N)SECONDARY SERVICE CONDUCTORS 50OKW MAX SHUNT TRIP PROVIDED BY 180 VDC-1000 VDC CURRENT UTILITY !CERTIFIED EQUIPMENT WIRING T RANISFORMER "DC-POST" F,J11 POWER AC-DC OR DC-AC F--—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- (N)MAIN T"FROM CABINET CONVERTER 3 !TO SUPERCHARGER POST I-Ml TRANSFORMER _NIX SWITCHBOARD 1 SET PER CHARGE POST LIGHT WITH MOTION SB-1" (4)600KCMIL AL(2 POS,2 1-TA i0- AND PHOTO SENSOR DE OOOAF/3P TRANSFORMER 1000AT/3P NEC}- WINDING 100% (1)4/0 AWG AL OR 2/0 �AWG CUEGC RATED DELTA HIGH-LEG WIFI CONNECTION TESLA PROVIDED SIGNAL TRANSFORMER 4 WINDING 11000AF/3P WIRE 1000AT/3P 330'MAX CIRCUIT LENGTH 1_ XHHW-2,1000V 80%RATED (N)UTILITY RATED 0 SYSTEM PLACARDS- METER CONDUIT(PVC,RMC, MIN 4 SOT (3) -j BY IEMT OR HOPE)OR DIRECT It 1000A UTILITY 1BURIAL S SUPERCHARGER LL, TESLA SUPERCHARGER SYSTEMS --—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- CY ADDRESS ------------ (N GROUNDING ELECTRODE L0 CITY,STATE TYP 5 -SE)E SHEET E-501 FOR < < DIAGRAM ZIP CODE,COUNTRY (N)GROUND GROUNDING RODS (N)FAULT CURRENT C) LIMITING FUSES it] z7 1-(3)1000A FUSES,CLASS L, < ATTACH ON FRONT OF (FAST ACTING UNDER SHORT 3 SWITCHBOARD CIRCUIT CONDITIONS CL 3 i-MERSEN#A4BQ,OR TESLA APPROVED EQUAL FIRST RESPONDER NUMBER 1(N)SUPERCIiARGER D 0 SPR-1 5 -AT 80 KA FAULT CURRENT, <cn systEm N FOR EMERGENCY USE ONLY A-5 —i c 'LET-THRU CURRENT WILL BE LLJ TELEFONO DIE PRIMEROS AUXILIOS KA.FUSE MUST BE LLJ iCAPABLE OF PARR USO EXCLUSIVO DE EMERGENCIAS 1 0 �AVAfLABLE FAULTREDUCING CURRENTLs i TO 33 KA OR LESS,REFER CONTACT DES PREMIERS INTERVENANTS U-1 TO PEAK LET-THRU EN CAS D'URGENCE SEULEMENT ITABLE/CURVE USA:725-223-2450 CERTIFIED FIELD INSTAL MEXICO:558-869-4558 WIRINGLED EQUIPMENT CANADA:365-509-3078 L------------ ATTACH ON EXTERIOR OF EACH EXTERIOR MAIN SWITCHBOARD OR EXTERIOR DISCONNECT 2 TESLA EV SYSTEM DISCONNECT AC CIRCUIT SCHEDULE Mll N #PHASE PHASE NEUTRAL MAX CONDUCTOR #OF WIRE CONDUIT z CONDUCTOR CONDUCTOR EGC CIRCUIT i CIRCUIT#1 9 CONDUIT CONDUCTORS T TYPES 1 0 ATTACH ON SWITCHBOARD MAIN METAL LION CONDUCTORS I TYPE I PER CONDUIT SIZE SIZE LENGTH SIZE(IN) DISCONNECT > PV/DIRECT-B Uj I AC-SPR AL 3 3 500 KCMIL 4/0 AWG 50' XHHW-2 URY 3 IN-LINE FUSE ON LOAD SIDE OF BREAKER USE ONLY 0 MERSEN A480 2000A LLLU ATTACH ON EXTERIOR OF EACH EXTERIOR MAIN SWITCHBOARD OR -COVER PACE' EXTERIOR DISCONNECT PLACARD NOTES: PLACARDS TO BE MADE OF RED PHENOLIC PLASTIC G_001 W/1"WHITE LETTERING.ATTACH PLACARDS WITH RIVETS OR SELF-TAPPING SCREWS ADDITIONAL PLACARDS REQUIRED FOR ARC FLASH LABELS REV: 0 REFER, PROPRIETARY AND CONFIDENTIAL H G F E D C B A TRENCHING NOTES mullELEMENT ENERGY THE TRENCH DESIGNS FOR ALL VEHICLE CHARGING CIRCUITS REQUIRING RHO GEC OR COMBINED VALUES ARE THE RESULT OF A THERMAL ANALYSIS OF THE CONDUCTORS GEC/EGC FROM GROUND UNDER LOAD FOR PROPER PROTECTION THEY MUST BE FOLLOWED 7470 SOUND AVE BAR IN EQUIPMENT MATTITUCK NY 11952 11631-779-7993 ATTACH GEC OR COMBINED--\ APPROVED BACKFILL REQUIRES DOCUMENTATION THAT SPECIFIES TESTED RHO VALUE,USE THE SPECIFIED BACKFILL LISTED BELOW OR TEST NATIVE GEC/EGC TO 20'OF SOIL CONDITIONS TO CONFIRM MAX DEFINED RHO VALUES MINIMUM 2"OF ORIGINAL SIZE 24-X36' CONTINUOUS OR SPLICED APPROVED BACKFILL COVERAGE AROUND CONDUITS REQUIRED SHEET SIZE ARCH"O" REBAR USING LISTED REBAR GROUNDING CONNECTOR RHO 60 BACKFILL-CONCRETE BACKFILL WITH MIN 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MUST BE USED TO ACHIEVE MAX RHO 60 f CONCRETE RHO 90 BACKFILL-LOW STRENGTH FLUIDIZED THERMAL(SLURRY)BACKFILL EQUIPMENT PAD WITH MIN 28 DAY COMPRESSIVE STRENGTH OF 150 PSI MUST BE USED TO ACHIEVE MAX RHO 90 REBAR CAGE CONNECTED i RHO 120 BACKFILL-NATIVE SOILS/SAND, BY REBAR TOES FOR TRENCHES WITH MIXED CIRCUIT TYPES,APPLY THE CONDUIT SPACING FOR THE CIRCUIT TYPE WITH THE LARGER SPACING REQUIREMENT CONDUIT ARE PERMIT-FED TO HAVE GREATER COVER THAN SPECIFIED FOR cO SHORT DISTANCES WHERE REQUIRED TO CROSS UNDER(E)UTILITY LINES,TO ALLOW FOR NEC REQUIRED MIN RADIUS FOR CONDUIT TURN-UPS INTO PAD-MOUNTED EQUIPMENT,TO AVOID(E)OBSTRUCTIONS,ETC. OUTSIDEWALLS AND UNDERNEATH BOTTOM ROW OF CONDUIT SPACING REQUIRED FOR ALL CONFIGURATIONS CONCRETE-ENCASED ELECTRODE FOR CAST-IN-PLACE PADS ONLY IF NO CONDUIT RACKS AVAILABLE,CONTRACTOR MAY USE HORIZONTAL AND NTS VERTICAL CONDUITS OR STAKES TO ACHIEVE THE SPACING REQUIRED MIN EPTH MIN D�P TH NO.OF POST MAX RHO 1 NOTES LEGEND 'CIRCUITS(MAX) BACKFILL iMAX DEPTH[ (VEHICULAR (NON-VEHICULA - M AREA) R AREA) REFER TO ONE LINE DIAGRAM 91 NEUTRAL BUSBAR 16 120 28" 24" 18" FOR SPECIFIC CIRCUIT 24 60 28 24 6' IDENTIFIERS BETWEEN M GROUND 9 " 1 " z EUIPEN, PRIMARY OR SEE TPENC_ LLj REFERQ M TOT AC&DC CIRCUIT SECONDARY COMMON 4 NOTES. SCHEDULES FOR TERMINAL,AS NEUTRAL/GROUND SIZING PER APPLICABLE 0 CIRCUIT TERMINAL ON NEUTRAL OR GROUND BUSBAR PER IRREVERSIBLE SPLICE TABLE DETECTABLE OR CRIMP PER NEC t CD RED WARNING 250 64(C) cl- TAPE_8" NEC' ry L.Li BELOW THE 250.52(A)-COMPLIANT < T CONDUITS MAY SURFACE. GROUNDING ELECTRODE Lo NOT BE f U< STACKED MORE cy THAN(2)HIGH. 24"MIN BETWEEN GROUPS,j T TO UTILITY LLJ U z NO SPACING REQUIREMENTS 4"CONDUIT,(1)CONDUIT I El- El� < BETWEEN CONDUITS. PER CHARGE POST. 3 GROUNDED CONDUCTOR MAX.(24)CONDUITS PER n (NEUTRAL)AND CONDUIT GROUP. CONNECTIONS PER UTILITY 0 < z REQUIREMENTS < _j DC-POST> MAIN BONDING JUMPER U) (FACTORY-INSTALLED) 'DC-POST" CIRWI- TAN 4" CONDUITS LJ ;:I- ,I S- R t x I CA 0 (N)MAIN SERVICE NTS EQUIPMENT T LLI MIN DEPTH MIN DEPTH 71 < NO.OF POST MAX RHO CIRCUITS(MAX) BACKFILL* MAX DEPTH' (VEHICULAR (NON-VEHICULA BAC * E AREA) R AREA) 16 120 2 24" 24" (N)3/0 AWC CU 24 90 28" 24" 24" GEC,SEE DETAIL D. L 2 NOTES. (N)EGG,TYP_ "AC-SPR" -4- (N)SUPERCHARGER TO UHIER PER I SHIP"CHARGER DETECTABLE TABLE d1A i 1 U)!��l r-ABINET(V 3 ffi�RED WARNING IN CABINIETTYP, 0 TAPE,8" IIIIIiI BELOW THE 1 MAY NOT::�088888888M.I M-lRo"SURFACE. (N)EGG, I TO ADDITIONAL 0 OFE STACKED MORE TYP.NI POSTS I THAN(2)HIGH. "DC-POST" 24"MIN BETWEEN GROUPS. I F_71(N)SUPERCHARGER M,POST,TYP. 4C 600 KCMIL AL+2/0- (1)CABLE PER CHARGE POST L-:j COVER PAGE AWG CU MAX.(24)CABLES PER PVC 600/1000V UL TRAY GROUP, CABLE(DIRECT BURIAL RATED),INSULATED GROUND. 7_G___o_01 -7\ "DC-POST"I-HR CUiTS TREE DIRECT BURIAL GROUNDING DIAGRAM I A NTS REV: 0 REFER. PROPRIETARY AND CONFIDENTIAL ELEMENT ENERGY 7470 SOUND AVE MATTITUCK,NY 11952 -1 631-T79-7993 ORIC4NAL SIZE 24'X36 SHEET SIZE ARCH'D' t ------------------------ V4 TESLA SUPERCHARGER CIF r M M L iff'=9 POST BUTTON TO ACTIVATE MAGIC DOCK 0 "OPERABLE Li PART) LJ Lo Cif {N) LOOP u< HANDLE < ATTACHMENT Lli < 48"MAX.TO CN -J TOP OF BUTTON LJ IN 0 FINISHED GRADE 1 0 w I GQVER PAGE' V4 V A I C DOCK ACCESS BI LI TY DETAI L G-001 NTS RED: Q REFER. PROPRIETARY AND CONFIDENTIAL H G F E D C A CONCRETE DESIGN ELEMENT 1 ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE ACI ENERGY t 9CttA[@�TTC+kY @.aCR;lal Eat..?f4.?9433 EFBYF t@++. 2 CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE 2,500 PSI STRENGTH AT 26 DAYS 7470 sauNQ AVE tv+IATTITUCK MY 11952 3 REINFORCED CONCRETE IN THE FOUNDATION SHALL BE OF NATURAL +1 531 J79z993 6 AGGREGATE CONFORMING TO ASTM C-33 4 TYPE I11I CEMENT TO MEET ASTM C150 - � ORIGINAL SIZE 24"X36" - 5 REINFORCING STEEL-ASTM A615 WITH THE FOLLOWING STRENGTHS: SHEET SIZE ARCH'D" SIZE STRENGTH: r #4 AND SMALLER GRADE 60(fy=60000 PSI) #5 AND LARGER GRADE 60(fy=60000 PSI) 6.FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI PUBLICATION SP-66,ACI DETAILING MANUAL-LATEST EDITION 7.PLACE CONCRETE IN COMPLIANCE WITH ACI 304 ALL CONCRETE SHALL BE MECHANICALLY VIBRATED 6 CONFORM TO ASTM C-94 FOR CONCRETE MIXING OPERATIONS 9 CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED,CAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: CONDITION COVER CAST AGAINST EARTH T' EXPOSED TO WEATHER #5 AND SMALLER 1-1f2" #6 AND LARGER 2' NOTE. MAX.CONTINUOUS I SLAB-ON-GRADE 2" SLAB LENGTH SHOULD NOT 10 EMBEDS-ALL ITEMS TO BE CAST INTO CONCRETE SUCH AS REINFORCING I I EXCEED 50 FT W/O 1 f2"DIAMETER SS SIMPSON DOWELS,BOLTS,ANCHORS,PIPES,SLEEVES,ETC,SHALL BE SECURELY EXPANSION JOINT STRONG—BOLT2 ANCHOR SYSTEM WITH AND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THE 3-7 f8"MIN.EMBEDMENT INTO{N} I CONCRETE EQUIPMENT SLAB IN ACCORDANCE WITH 6"MIN ESR-3037,OR APPROVED EQUAL. 11 ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED AND I EDGE DISTANCE SHALL CONFORM TO ASTM C-260 ? W IN ORDER TO MAINTAIN POSITIVE 12 PROVIDE CONTINUOUS REINFORCING BARS UNLESS WHERE SPLICES ARE DRAINAGE,TOP OF SLAB SHALL SLOPE SPECIFICALLY SHOWN ON THE DRAWINGS BETWEEN 0.5%AND 2%IN THE I r DOWNHILL DIRECTION. 13 CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING 1 I E CHLORIDE SALTS SHALL NOT BE ADDED TO THE CONCRETE W 3 #MIN.FINISHED - STRUCTURAL DESIGN CRITERIA: 0� 6' R MAY AD I —� 1 O" DESIGN CODE WIND EXPOSURE=B LLj I 1 2' „s 202,.NYSOC,NVSFC NEC 2Q23 4 SEISMIC DESIGN MIN g _ ? DESIGN CRITERIA: RISK CATEGORY I Q € 1 GEOTEGHNICAL INFORMATION - SEISMIC IMPORTANCE FACTOR=1 d ALLOWABLE BEARING PRESSURE_ - SITE CLASS=D U I I g I I I I 1 I I P 1,500 PSF USED FOR EQUIPMENT cr_ — 3 #5 REBAR 10"SLAB WITH5 G 16"O,C. FOUNDATION - SS=XXXX 1 Sl=XXXX W cn CONTINUOUS EACH WAY AT CENTER OF 2 SNOW LOAD j Sds=XXXX t Shc=XXXX SLAB 6,'MIN_95%RELATIVE COMPACTED - GROUND SNOW LOAD=XX PSF SEISMIC DESIGN CATEGORY=X = Q CLASS 2 AGGREGATE BASE N 3,WIND DESIGN - BASIC SEISMIC-FORCE-RESISTING �I I SYSTEM=NON-STRUCTURAL DESIGN WIND SPEED=5_MPH COMPONENT EDUIPMENT PAD &A§§ (ULTIMATE) d I NTS R=251a_p=1.d 1 RISK CATEGORY-_" CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE 36-MIN.— Q PRIOR TO COMMENCING CONSTRUCTION AND UTILIZE E e TEMPLATE WHEN LAYING OUT CABINETS 2420 LBS 2420 LBS! e 1Of E PROVIDE 3.75"MIN. 2 FROM ANCHORS TO � 1 � CONDUIT WINDOW AND PAD EDGE _ L_1 I- I AC CONDUIT I I � ( I I {SWITCHBOARD I I DC POST CONDUIT I 3-5 TO CABINET} TOP I (CABINET TO I VIEW I 13'-1O" I ` POST) L® I w I —— I r -1 W ,® ETHERNET I I I I I I CONDUIT I ° 1 L I I (ETHER-LOOP) I �S -1 3' 2$ z I I _ �f I f FRONT :COVER PAGE FRONT t VIEW I CABINET ANCHORAGE l FOUNDATION AND _ f ANCHOR DESIGN PER ' LOCATIONS,(TYP-4) j EQUIPMENT PAD DETAIL A I I {€ ifs B -€ '3 V4 S�� P HARG�R CA' E£ � '0 I 3 � REV: 0 REFER PROPRIETARY AND CONFIDENTIAL A smallELEMENT ENERGY 7470 SOUND AVE MATTITLICK,NY 11952 11631-779-7993 Ct ORIGINAL SIZE 24'X36' SHEET SIZE ARCH"D" #T �i2 24 (N) V4 TESLA LL1 4 TESLA lit '2 oe 3 Z4 SUPERCHARGER SUPERCHARGER POST REBOUNDING 4 HANDLE BOLLARD, TYP. (4) 112" DIA SS HILTI � OPTIONAL *LR —BOLT TZ2 WITH 3.75 REBOUNDING KWIK MIN. EMBEDMENT PER Lj ►� < D BOLLARD, C Lo 4 2 ESR-4266, OR (4) 1/2" DIA 21-6� TYP. u< cr� SS THREADED ROD WITH RECOMMENDED I V-31- RECOMMENDED HILTI HIT—HY 200 V3 REBOUNDING REBOUNDING BOLLARD, TYP, <Z ADHESIVE ANCHOR SYSTEM f LLJ BOLLARD, WITH 4" EMBEDMENT PER FRONT TYP. (2) #5 48 ESR-4868, OR APPROVED CONTINUOUS CN' TOP VIEW C/� MAX- EQUAL. REBAR AT T&B cN LJ c1\j 0 #4 12" O.C­.,x (N) CIP PAD w (E) GRADE @ ACCESSIBLE FLUSH WITH (E) b EV CHARGE POSTS PAVEMENT N, 4 NATIVE SOIL 10 A 41 157 oil! ;r' — NATIVE SOIL '77 4 4 0 ed A (3) 3/8" DIA Ss (E) LANDSCAPE 77 6 7 �o H 1=1 0 0 6_0 C;�yL--L HILTI 4-51' 0 WITH KWIK—BOLT TZ2 1_7 M1 5 2.5 3 " MIN 61 6" MIN. COMPACTED 0, z EMBEDMENT FRONT VIEW BOLLARD V4 TESLA CLASS 2 SIDE VIEW AND MIN 4.5" SUPERCHARGER POST AGGREGATE BASE FROM WIZOPTIONAL 'COVER PAGE WEIGHT: 198 LBS EDGE OF PAD SIGN ANCHORS G-001 V4 SUPERCHARGER POST CAST-IN-PLACE FOUNDATION-135 MPH MAX X NTS REV � REFER PROPRIETARY AND CONFIDENTIAL 0 toll, 15� 41, 7 777,7� j Z 37 0, On z, 7 -77 Al Al 77� 0, 7% ,%p v A :tk� 40- c I W7 A"A "o "w'i �,2 aw W\l �nt 4, wo-i4t:g '0 Al" -Al Q A ul AW W "Ok A �Nk or Ke 4 024 vt 'W" Ap, P"'g % iff m A "4 m�i-ffnrrm- wx U A f 4 s\ 7' wak w a 5, z "q, A-K No, -N-R, UN- Rv-,Z-,,I�I,�-, "U, ",-m, ,s"m-, -,",-, - , & G 0, A�Jl- Q jgg ua- A 9- 7 t�',Z-�!' ",*E 4 &rp & Q l*v g m w 2-wr- -w WISF- -P '—f-Aw c -100"-, t, I A-Z, f "Al 11--,".',I 0 �v al w" A-W I@ 441, 2 AV M,Ml N 'g- '00 ,-,1� -1 11 -1 ` --,, = ""A x Zi am 01- L-\"VWS 77 AJI a s \�w w m tm- pal- Y Z a �-�7 M v MA ii-MM, q ;k�W,4-3 lkw-4 7 r Q pp�y a�p pp,, y if SITE PLAN USE DETERMINATION �5PQ f6`HUDTOWN Initial Determinai°n Date sent: .. . _..° _.. Date: P r of e ct Name: __ ... .. .�i Project Address: zoning District, �_ ...�...._.N...�.._....��.�.._ �.._.. Suffolk County Tax M 100ap No.°. 0- „_ Xid. Request: lat and supporting documentation as to proposed use or uses should (Note: Copy of Building Permit Application besubmitted.) .._.._..,,_._.u.._.. �.._..... . ................�. ...........�_.M.. . . . Initial Determination as to whether use is permitted; whether site plan is re uered° Initial Determination as to _. .w. _.. Signature uilding Inspector _. . . _. of Comment: artment (P.D Referral; Date .) � µX Planning Dep _......... . ip*v y,eq d:P.D. Date Rece . �c. � _. . W Co ....�...___.�_......... . _...�. of t Staff Reviewer Signaturelannir , Dept. Final Determination Date: Signature of Building Inspector OWN FOR INTERNAL USE ONLY nD 20,21 SITE PLAN USE DETERMINATION SOUTH OLD TOWN PLA � G� O In itial Determination Date Sent. Date•. . IL ------- Project Name: P roi e ct Ad d re s n 14, r m 1000- Map District: —-------------- Suffolk County Tax p No.: I ell Pi V C'V)o 1 .00 l a Request. r� Application and supporting documentation as to propose d d us e or uses should (Note: Copy of Budding Permit be submitted.) permitted, m Initial Determination as to w m 1 n�t whether use is p . .m rvrvrvry irequire d� Initial Determination as to whether site plan s Signature uilding Inspector Department (P.D.) Referral. Planning p . p.D. Date Received: Date of Comment: -_---- Comments: m ----------- Signature of planning Dept. Staff Reviewer Final Determl*nation Date: Decision,:_ Signature of Building Inspector