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ffA f! III WDISTRIBUTION PANEL : NEMA 3R L � — — — � — PANEL P ' TOTAL KVA : 3.4 CONNECT AMPS: 14 FINISHED PULLBOX -CONCRETE-SIZE AS NOTED MOUNTING SURFACE,NEMA 3R VOLTAGE 120 24OV, 10, 3W (e)600A-480V.30,3W 22000AIC W/CONCRETE LID AND TIE DOWN BOLTS BUSSING 20A 2P MCB FEEDER : See One Line Dia ram+ GRADE (TRAFFIC LID WHERE REQUIRED). DESCRIPTION LOAD 1 I BRKR BRKR LOAD DESCRIPTION 1 5 `- PUMP ALARM 500 20/1 1 20 2852 PUMP PANEL 2 ,`Cf ;; SPARE 3 2 I 1 I : %t ;ii` CONCRETE24" PRE-CAST FEEDER COVER EXTENSION ASREQ 'D.'D. 7 — — I I CONDUIT DRAIN ROCK -1/2" AGG. 9 L — — — — — -J 8 LAYER MINIMUM 11 1 I 13 JA I PRE-CAST CONC. BOX 15 I BELL END -SIZE AS REQUIRED { ` r ; " " 17 TYPICAL `� 6x6 CONT. CONC. FOOTING 19 , f INSTALL 3#8+1#10 GND 21 IN EXISTING 2"CO SPARE 1/2"x1/2"x16"x16" 3 I GALV. WWF RODENT 22 I SCREEN 2 I — 27 (e)PULLBOX ELECTRICAL CONCRETE PULLBO I IN X DETAIL 29 31 STALL 2#8+1#10 GND NTS I IN EXISTING 2"CO SPARE 3335 36 — — ] (e)PULLBOX 37 39 4 GRADE SURFACE• SAND OR SELECT BACKFILL41 1-1/2"C-2#8+1#10 GND ;;, ., ��, �,, 500 VA TOTAL 2852 — — — :1NEW PULLBOX "PB1" X36 MIN. IN DRIVEWAY, PARKING AREAS) GROUND TRANS. PHONE CONDUITS 0 .0 5KVA TRANSFORMER I I TO GROUND ROD PER PLANS �2"MIN. 480V TO 120/240V �,c� & LIFER GROUND 0 ',Q ,0 _ _T 1 0, 3W - I �-- --J WITH #6 6"MIN. POWER CONDUITS++ 0. (� PER PLANS I CONCRETE ENCASEMENT 2"C-4#2+1#6 GND a WIDTH TO SUIT � GRD BUS TRANSFORMER "TCS" `PANEL "P" NEMA 3R TRENCH DETAIL TYP. L _ NTS #3/0 BC GROUNDING CONDUCTOR i 2 I NOTE: PROVIDE MIN 12" CLEARANCE BETWEEN TIED TO NEAREST METALLIC ELECTRICAL AND OTHER UTILITIES (GAS, WATER, ETC.). #3/0 WATER PIPE (WHERE AVAILABLE) ` PER CEC 250.52(A)(1). I 20A 120 240V 14�, 3w 72, C CON BC GROUNDING G20 r-- — —I ALARM HORN MINIMUM 1/2" STEEL ROD, AT 10'x5/8" COPPERWELD GROUND LEAST 20 FT. LONG, LOCATED PER — ELECTRODE DRIVEN IN EARTH P I WITH SIGN WITHIN CONC. FOUNDATION WITH CEC 250.52(A)(5). LOCATE GROUND J LEACH MINIMUM 2" OF CONCRETE COVER ROD WITHIN FF000OTPRINT OF CEC 250.52(A)(3). TRANSFORMER [FIELD LARM 3/4-C-2#10+1#10 GND 3/4"e-2#12+1#12 GND GROUNDING DETAIL: TRANSFORMER SEE SITE PLAN NTS FOR LOCATION. CONTROL PANEL "CP1 " C NEW PULLBOX "PB2" I 20 TRANSFORMER I 7NOMINAL DIMENSIONS = 49"Hx35"Wx29"D 2 1/2"C-2#12+1#12 GND TOTAL WEIGHT = 1025 Ibs. � PLC J I 20 20 20 1 � 6 THICK CONCRETE PAD W/ C� #4 REBAR AT 12" O.C. BOTH CONCRETE FLAT WAYS AT MID DEPTH OF PAD WORK BEYOND • • FASTEN TRANSFORMER TO ^- — — — — — — CONCRETE FLOOR USING • (4)1/2" CONCRETE EXPANSION • ANCHORS, KWIK BOLT III, ICBO 1385, MINIMUM EMBEDMENT TO BE 3-1/2". PULL-TENSION PUMP CABLE TEST 50% OF ANCHORS TO 2#12+1#12 GND 2"C3277 Ibs. 4 FLOAT CABLES 7" MIN. 7" MIN. NEW PULLBOX "PB3" � — ] — NEW PULLBOX "PB4" EYES SEAL MOUNTING DETAIL. PAD MOUNT PUMP CABLE WHERE CONDUIT 2"C 2#12+1#12 GND ENTERS PULLBOX 4 FLOAT CABLES TRANSFORMER FLOAT SENSORS NOTES: 1. PAD FOR TRANSFORMER SHALL BE POURED AT SAME TIME AS THE CONCRETE FLAT WORK SURROUNDING R. TOP OF PAD SHALL BE AT LEAST 2" 1/2 HP 1/2 HP ABOVE SURROUNDING FLAT WORK. EFFLUENT EFFLUENT PUMP PUMP 120V,1 0 120V.10 C. s HCS ENGINEERING, INC. 14= CONSULTING ELECTRICAL ENGINEERS . a-ao-os 4512 FEATHER RIVER DRIVE SUITE "F" yrt'CC TRICp�•��P STOCKTON, CA 95219 (209)478-8270 FpFCAL�F� E-MAIL ADDRESS - Bill®hcs-eng.com CA-800--227-28D0 R E V I S 1 0 N S PROD.-- 2008.12_Z--DES,- EN NO. RAS NO. DESCRIPTION oATE Ff Job No. 07160 MI�CKE GROVE Z00 SHEET BENCH MARK: • Civil Engineering BACKWATER AND SEWAGE DISPOSAL SYSTEM CHISELED CROSS ON CONCRETE AT ••••••••••••• ••••••••••••••_••••_•••_•_••••••••••••____.__••_._.._.___B ==.,1 . Land Surveying DATE 05/23/08 WEST SIDE EXISTING AVIARY AS • Structural Engineering DE SHOWN ON THIS PLAN. ELEVATION SIGN WDW ONE L E2 37.06 Planning DIAGRAM ' DRAWN WDW 4045 Coronado Avenue •Stockton, CA 95204 NV:aoo-227-2soo E N G I N E E R I N 209 943-2021 • Fax: 209 942-0214 CHECKED RCS C K E GROVE ROAD OF 3 SHEETS G , INC. 1 179 3 ME-Mail: maflOsiegfriedeng.com DRAWING FILE N0. F.B. No. LODI , CALIFORNIA G-r..