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BATTERY QUANTITY: PIPE CAP <br /> (4)STRINGS(MAXIMUM)IN BATTERY CABINET, LED LIGHT <br /> NOTE: NOTE: (4)BATTERIES PER STRING,(16)BATTERIES TOTAL <br /> ANYTHING EXPOSED TO WEATHER SHALL GFCI RECEPTACLE:LEVITON#GFWR1-W 4HR ELECTROLYTE&ACID: MOGUL SOCKET MOUNTING T <br /> Mobile <br /> BE STAINLESS AND/OR GALVANIZED. TIMER:INTERMATIC#FD4H RECEPTACLE (3)GALLONS PER BATTERY,(48)GALLONS TOTAL <br /> COVER:INTERMATIC#WP5220C DOUBLE GANG BATTERY SPECIFICATIONS: MANUFACTURER'S CABLE OR <br /> JUNCTION BOX:#21HD5-2 MANUFACTURER: ENERSYS OTHER CABLE SUITABLE FOR <br /> PRODUCT: POWERSAFE SBS-19OF EXTENDED SUNLIGHT EXPOSURE 19807 NORTH CREEK PKWY N <br /> BOTHELL,WA 98011 <br /> CHEMISTRY: VALVE REGULATED LEAD ACID <br /> LED TECH LIGHT#RABX43 NUMBER OF CELLS: 6 METALLIC CABLE TERMINATION FITTING <br /> WITH TIMER&DUPLEX NOMINAL VOLTAGE: 12 V <br /> RECEPTACLE(SEE NOTE) NOMINAL CAPACITY: <br /> 8HR RATE 1.75Vpc @ 77°F(25°C):190 Ah ICE BRIDGE/CANOPY POST <br /> 10HR RATE 1.8IONC @ 68°F(20°C):190 Ah s m a rt I i n k <br /> 200 AMP METER BASE e e O 0 0 e e 26"x22"x20"AAV CUBE NOMINAL DIMENSIONS: <br /> #LT-RL 1003 W/T-MOBILE LENGTH: 22.1"(561 mm) W WEATHERPROOF 60 MIN. <br /> PADLOCK WIDTH: 4.9"(125 mm) L ROTARY TIMER LIGHT SWITCH � 11232 120TH AVE NE,SUITE 204 <br /> 2-1/2"0 SCH.40 PVC HEIGHT: 12.4"(316 mm) co KIRKLAND,WA 98033 <br /> CONDUIT FROM POWER m a WEIGHT: 132 LBS(60.0 kg) _ +1 <br /> SERVICE POINT SHORT CIRCUIT CURRENT:3990 AMPS <br /> INTERNAL RESISTANCE: 3.20 MILLI-OHMS 3/4"RGS CONDUIT FOR(3) <br /> TERMINALS: M6 M #12 AWG ELECTRICAL RUN <br /> 200AA ELECTRICAL PANEL e e O 0 0 a o�HOT DIPPED GALVANIZED ELECTROLYTE(PER BLOC) INFINIGY6 <br /> 120/240;200A 1PH;3-SOURCE o UNISTRUT W/END CAPS VOLUME: 2.34 GAL(8.86 L) H #2 AWG BARE SOLID TINNED <br /> MAINS;ASCO SERIES 300-G MOUNTED TO POSTS W/ WEIGHT: 25.3 LBS(11.5 kg) COPPER WIRE TO GROUND RING o FROM ZERO TO INFINIGY <br /> PLUS MTS;STRIKESORB;30 3/8"GALV U-BOLTS PURE H2SO4 ACID(PER BLOC) <br /> VOLUME: 0.66 GAL 2 49 L the solutions are endless <br /> POS SQD PANELBOARD;ACC ( ) SBS B8F-19OF EXOTHERMIC WELD 2500 W.HIGGINS RD.STE.500 <br /> 4AR;11 BE;18RX;NEMA TYPE UTILITY H-FRAME WEIGHT: 10.1 LBS(4.56 kg) <br /> 3R ENCL;ICGC LEFT/RIGHT LEAD WEIGHT(PER BLOC): 95.8 LBS(43.4 kg) Front Terminal HOFFMAN ESTATES,IL 60169 <br /> #6 INSULATED SOLID JOB NUMBER 4106_N <br /> —Coo04—C <br /> GROUND WIRE TO PPC CABINET <br /> GROUND LEVEL T MOBILE SITE: <br /> __ SE01453A <br /> 2"RIGID CONDUIT CHESTNUT ST-WSDOT <br /> TO POWER CABINET TIE INTO GROUND GROUND RING <br /> RING(TYP.) SE52XC338 <br /> 3200 20TH ST <br /> EVERETT, WA 98201 <br /> SNOHOMISH COUNTY <br /> NOT TOTO <br /> 6 UTILITY H-FRAME ELEVATION F <br /> =CALF rJ BATTERY SPECIFICATIONS SOCALE 4 WORK LIGHT W/ TIMER DETAIL SOCALEO <br /> SCALE <br /> 150'-11" MONOPOLE <br /> 4'-0"MAX.TO EACH POST <br /> CONTRACTOR TO VERIFY DRAWINGS ISSUED FOR: <br /> OVERALL LENGTH REQUIRED TO 1-5/8"GALV.SQUARE P1000 <br /> ACCOMMODATE EQUIPMENT UNISTRUT RAIL(12 GA.) REV. DATE DRAWN DESCRIPTION QA/QC <br /> Inn ______ ___ n (TYP.)COORDINATE EXACT <br /> LOCATION IN FIELD 0 07/21/21 CAP 100%CONSTRUCTION ER <br /> PLAN VIEW oD% Tr <br /> 1 09/13/21 WJR CONSTRUCTION <br /> 3"DIA.SCH 40 REVISED <br /> STAINLESS STEEL OR 2 02/22/22 WJR CONSTRUCTION TT <br /> GALV.PIPE(TYP) 3 05/25/22 TILT REVISED 100%CONSTRUCTION PD <br /> LL: 4 07/05/22 7TILTREVI ED 100%T CONSTRUCTION PD <br /> 1/2"U-BOLT(TYP.) oo°° <br /> 1 1 5 10/10/22 TILTCONSTRUCTION AM <br /> II <br /> II <br /> II <br /> LL II <br /> II II II <br /> Ll I <br /> ASNI�C�'� <br /> z II II O <br /> ii ii II <br /> I I I I 12/5 22 <br /> INISH GRADE 40190 <br /> 2 a a ! 4 S�ONALE� <br /> 12"0 PLAIN CONCRETE <br /> OR SAKRETE PIER <br /> SHEET TITLE: <br /> ELEVATION END VIEW CONSTRUCTION <br /> DETAILS <br /> SHEET NUMBER: REVISION: <br /> 3 ICE CANOPY DETAIL NOT70 2 NOT USED NOTTO H-FRAME DETAIL NOTTO <br /> A-9 5 <br /> SCALE SCALE SCALE <br /> THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY ENGINEERING,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. <br />