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HomeMy WebLinkAboutSite Electrical Plan-Li 8'- HIGH VOLTAGE MANTAIN 4" OF SPACE BEI WEEN PRMARY AND SECONDARY CONDUITS AFPROX. LOCATION OF H.V. BARRIER LCW VOLTAGE a V N 1 N.. 1 N. NN NNN PER X. H C PI liN5 -0 Ci14„A.0 2" CONDUIT FOR METER/ PHONE CABLE NN N NN 0,0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0. 0.0 00 0.0 0.1 01 0.0 00 0.0 0.0 c1 0.3 0.0 0 0 0.1 0 b 1 1 /2" MAX PROJECT .Na. ST-F-2e2 (9) 01--tA0 0.0 0.1 0.1 0.2 0.3 0.5 0.1 0 1 0.2 0.3 0.1 0.1 0.2 0 2 0.1 0 0 0 .0 0.2 .3 1 PLAN VIEW 1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.8 05 0.7 1.2 1.4 1.1 1,9 2.3 2.7 0.8 1.0 2.5 2.3 4.0 5.5 6.5 05 1.8 2.7 1.0 2.0 :3.1 2.9 6.4 0.0 0.0 0.0 0.1 0.1 03 0.': 1.0 1.9 2.5 2.6 5.0 10.6 12.6 5.4 4.4 2.7 3.0 1.8 1 i 5 I 0.0 0.0 0.0 0.1 0 I 0.3 0 9 1.6 2.5 2 7 4.5 7 0 8 2 3.2 3.8 2 5 2.5 1.7 113 0.1 0.1 0.2 0.4 0.7 1.4 1.7 1.4 2.5 .3 ,0 3.5 2.9 2 2 1.5 1.8 1.4 1.1 0.1 0.1 0.2 0:3 0.5 0.8 1.0 0.7 '1 0 1. 1.4 0.1 0.1 6.1 0.2 0 4 0.5 0.5 0.4 0.5 0.6 0.3 0.3 0.5 0.3 0.4 0.4 0.5 0.1 0. 0 r's tr‘i Ty f'-‘.? E A f 2 5 5.4 9.5 0 C f Ur L, -4 11.6 2 3 0.3 0.3 0 0.0 1 071- 01 0iftt0 CROSS SECTION Cr JuEN N \AIX 5 4 q GRADE HAO 5. I 34 2.5 2.4 1.01 12 1.3 2,0 25 25 4.4 5.9 8.5 4.1 20 2.9 106 114 1.5 2.2 23 2.8 6.5 102 106 4.3 2.8 31 20 1 1.2 038 0.8 1.1 0.9 0.8 0.8 1.0 1.1 0.1 0.1 I 0.2 f1 0.1 0" .1 7 0 3 3.3 8" THICK CONCRETE TRANSFORMER PAD WITH #4 RE-BAR 12" 0.C.--BOTH DIRECTIONS 6 COMPAC E 0 BASE -7 N. N N. N. N N 0.4 0.41 0.2 I 5 1.6 2 5 3.3 3.2 8 1 1. 0. 0. 1 FiRGY TRANSFORMFR PAD 06 9,4 30 3.0 TO 11 2 1.4 2.0 2 7 '3,1 5.1 75 1.2 117 1.8 15 2.7 3.2 3.5 DGE oi ASPHAL 014 02 EDGE OF ASPHALT 5.4 0 3 0.3 0.1 10 FT MINIMUM (20 FT TO DOOR) 30 TRANSF. PAD FRONT SIDE 0.3 0.1 BUILDING WALL AND/OR OVERHANG 5' 0" 8' CONCRETE FILLED 4" STEEL POST 3'-o" ABOVE GRADE, SET IN CONCRETE •HAO NN NN NN C.I14A0 ,y- (.11-11" NN- N, 0.2 0.2 0.2 0.3 0.4 0.4 0 4 0.3 0.2 0.2 0.4 0.4 0.3 0,2 0.2 0.2 02 0.2 2 0.3 N. 0.5 0.4 0 4 0.5 0.5 0.3 0.5 0.4 0,4 (3.5 0.5 0.5 0.4 0.4 0.6 0 5 '0.5 0.5 0.5 0.4 0.5 0.5 0,5 0.5 0.4 0.5 N. 1.0 0.7 0 7 {.15 0'5 0.7 0.8 0.9 0 9 0.6 0.9 1 0 1.0 0.7 0.7 0.9 0 8 0.7 0.5' 0 9 0.8 0 13 0.9 1.0 1.0 0.9 0.6 "`N. 2.2. 1.7 1.1 06 1.2 10 1.1 1.4 1.5 1.2 2. 0 2.4 2.1 1.5 1,3 6 1.2 11. 1.1 1.5 1.4 14 2 2 5 2 5 2.0 1.3 2 6 2.8 4,6 `N..6.0 4_) 2.6 6.3 4.7 2.9 2.5 2.2 1.5 1 11.2 7.7 3.6 41318 9 7 4.0 12.3 8.5 3.6 2.3 3,0 1.7 1.4 1.0 8.'1 5.7 311 2.6 2.3 1.5 1.3 1.5 22 2.6 3.3 55 28 2.0 1.5 1.8 0.7 1.1 '1,3 1.4 1.2 0.8 0.8 1.1 09 08 0.9 1. 0.6 0.5 0.5 0.7 0.6 0.6 0.6 0.7 0.6 124 0.3 0.6 0.6 0.3 3.5 5.5 0.7 0.6 0.6 041 0.7 0.5 0.3 0 3 0.1 REV. 6-8-04 2.6 2.7 1.6 1.4 1.6 2 5 2.6 3.3 7 2 10 3 1 3 1 1.8 1.5 1.7 2.9 3.2 :3 5 9.2 H3IV-0 8.8 0.1 0 0 .2 0 1.3 1.1 1.3 .1.8 115 1 9 2.7 3.4 3.3 2.7 4 L 0.1 ar-.1 0.1. -4,4 0 1 0.1 1,4 7 1 2.9 3,3 3.0 12 0 0.8 1.2 104 1,4 1.1 0.8 1.0 n m'd.) 7 36" OR 48'' DEPENDING ON EXISTING SUBGRADE CHAO A s PAVEMENT 5 10.6 3.1 11.6 7.6 3.2 •7.7 5.4 0,4 0.4 0.3 0.3 0.3 0.'t3 013 I I 0. 0.2 0. 0.1 0.1 0. 011 0.1 1 I i 0...1. 0... 1.1.1 fl 0 .1 r 0.0 0.0 0.6 0 6 0.4 0.5 0.8 9 0.8 0.7 0 8 1. 1 1.5 11 2.9 0 6 H.3 0.2 0.2 BASE D NO SCALE N CHAO CIHAO 'L. t r 11 0.3 04 0.4 0.4 0.3 02 06 05 0.5 0.5 0.6 0,4 t 0 1.2 1.6 J 3.2 2.7 21 1N 1.3 16 2.4 2.3 1.8 1.7 1.7 1.2 1 0 24"DIA. '1.6 TA 1,4 1.8 3.0 2,8 0.3 0.2 '02 '0.2 LIGHT STANDARD SONO TUBE COUPLING 0.4 N.. 1 1,8 1 3 N. 1.1 3.9 0.8 0.9 N 1N1 0.5 0 7 0.6 0.3 0.6 0.7 0.F.f 5 0.4 N. N. 0,4 1 0.4 0.4 53 N 0,1 0.1 0.1 DOUBLE LEVELING NUTS CONDUIT CONCRETE BASE BY E.C. 3.1 4 5 6 3 6 0 3,2 0.8 GALVANIZED ANCHOR BOLTS 1.5 21 2'S 2..4 2.8 .14 341 2 1.5 1.3 06 0.6 0 b3 '0:3 0.1 1 IEST• 'LINE OF 4 5.7 4 7 0.3 1 03 0 1 :oroi 0.2 0 0 2 0.2 0,2 0 2 0.3 03 04 0.4 54 0 3 0.5 0.5 0.4 9 4 0.5 0.6 0.5 0.5 0.6 0.6 0.7 0.7 0.0 1.0 1.0 0.8 0.3 03 0.0 0.8 3 7 0.8 0.9 0.6 0.7 .0 1 1 1.0 0.8 2 0 1.5 1 4 2.4 2 7 1.8 1.3 3.8 43 4.3 16 1 :0444 12.8 7.4 :3.1 3.3 2.4 1.5 I 3.8 8.9 12.4 11.0 6.6 2.8 3.0 2.3 1.6 5.0 3.0 26 2.0 1.4 10.0 5.0 2.7 28 2.2 1.5 14 1.8 2.8 1.5 2 1.3 1.7 3 2 1.5 1.8 3.0 101 0.7 1.1 1.0 0.8 08 120 1.1 0.4 0.2 0.4 0 4 O. 0 3 0. 0.1 LLN 1 0. u. 0,2 1.2 1.7 2.5 2.4 3.5 5. 0 4 ALL L G I- POLL BASE C 32 N L4N AN IN--UNE rUSEHOLDER FOR EACH PHASE UD1 FUSEHOL DER WILL BE BUSS 4E B A/3, 1 A K TK S.NG L.LI INA RE -.1; AND 10 ,A 14, FUSES FOR 0.4 0.4 0.5 (3.5 0.5 0.5 0.5 '0,7 0.8 0.9 1 1.3 1.1 1 7 22 2 6 4.5 8.7 2.7 5.1 2.6 4.3 9.8 12.8 10.4 13.5 2.6 3.1 2.1 2 6 4 6 :5 0.8 0.8 1. 1.5 1.3 1.0 0.8 1.2 ),3 3.2 02 0.1 0 1 0.1 0.1 0 1 0.1 0.1 01 0 3 03 0.1 0.1 r'"'FF:NPEI T H 2.6 2.3 1.2 1.5 4 1.5 1.3 7 1.9 1.4 22 2...6 11.0 9.2 5.6 0.3 01 4 5 5 0 8 24 26 9 119 38 2.8 33 22 1.6 7.0 4.4 2.7 2.6 1.8 LIl 1.4 '29 2.6 2.8 4.7 12 0 3 0 3 0,1 0.1 L 2.0 2.0 2.0 1 9 1.6 2.1 29 2.7 5.5 373 0.3 02 N. C=2 0 N i.4 ASPHALT N. 1 0 EDGE OF ASPHALT 1 1.0 1.5 EDGE OF ASPHALT 1,2 2 1 3.2. 1.2 2.1 3.2 0 0.2 !on 1.3 09 1.3: SVO 2.3 1.9 1.4 1,0 1:4 2.4 2.1 3.7 45 5.6 4.5 3.1 2.2 2.2 2.6 2 6 52 9.0 109 7 9 3.2 2.9 6.2 1.': 1 2. 0 31 2.7 6.0 11 1 13.2 0.9 46 2.8 3.0 2.5 2.0 3.2 3.9 I 4-.5 3.7 2.8 2.0 2.3 1 8 1.7 1.3 1.8 22 3 1.8 1.3 ...:I0 34.4 r 2.5 2.0 3. 434 142 44 3.1 2.2 2.4 -:6 28 2.9 573 8, 4 4 2.7 35 16 1 2 6 2 0.2 0.2 02 0.2 3.2 02 0.3 0.4 06 1.2 13 2..4 2.1 3 5 4.3 4.9 45 2.9 2.1 23 1.0 1.0 "1,3 1.2 1.5 1.6 1.1 1 .4 1.7 1.8 1.6 1 2 1.1 1.4 2.1 2.9 2.5 4.1 5.7 04 1 0.4 1 0.3 1 03 0.2 0.1 0 1 1.7 2.2 2.4 2.1 1.5 1.3 1.8 1.3 2.8 5.1 11.5 1:3.5 10.2 4.7 2.8 3 1.7 '7 3 0.3 1.0 1.2 0.3 1.0 13 15 1. 034 SCALE: 1" 2 10,6 4.8 2.8 373- 1.7 0,9 5 10,3 4.8 2.8 31 1.7 3.0 25 1.9 14 9 6.5 5.2 34 2.5 2.4 11.6 3.5 42 8.4 6.3 38 2.3 2.3 1 4 0 0. n 0.1 01 0.1 0.1 01 4.2 2,5 26 1.5 1.3 P. 0.2 0 1 2' 6 2.8 '55 FO 3 ion 1.6 1.3 1.6 4- 9 8 0.4 9 0.3 0 3 1.1 341 2.'7 33 51 8.0 9 4 70 4.3 2.7 26 1.6 01 9 0 6 0:3 9 0.5 0.3 03 1.7 1-4 .1 .a 14 018 :3.3 .675- 073 r./..6 110 06 0.3 1.0 0.6 0.3 2.7 2.3 :5.3 8.5 10.2 7.5. 4,1 27 2.7 '156 0.9 0.5 .03 1.6 0.9 03 0:3 0.3 0.5 0.3 "1.2 (78 0.5 0 3 1.4 08 03 0.3 8 0:5 03 034 03 1.6 2.3 3:3 3.0 63 10 4.8 2.8 31 1.7 09 03 0:3 1.6 2.2 3.1 2.7 6.0 10.7 1 12.7 3.5 4.4 '2.7 2.9 1.6 09 0.5 0.3 0 2 213 1.8 1,7 12 1.1 1.5 1 9 1.5 23 30 :3.6 3.0 25 1.5 1.9 1 6 1.1 1.1 I 6 1.9 15 26 3.1 353 29 2.2 1.5 7 1.2 0.5 04 0.2 0 1.0 0.7 055 0.3 0.2 0.6 0.4 06 0.7 071 06 0.6 0.7 0.5 0.5 0.3 0.6 0.6 0.5 0.5 0.7 0.7 6 0.6 0.7 0 6 344 0.5 06 0.6 0.3 05 0.4 0.3 0.5 0,3 0.2 01 CAI A H 1.n 7 t 1. I 0 ChT. 1-- 0 1- cc' oo Cs1 0 LO CL CL CL .cZ nc nc 00 00 00 Gn C1J re) re) 0 0 00 LAI GO C TE V_ 0 TR I 0 A LAUTII PROPERTY GROUP Meridian Medical Pavilion 317-564-3029 317-575-3029 05-28-2004