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R EVISIO N S • ^ A P P R O V A L S DATE DESCRIPTION BY APPROVED OFFICE ENGINEER L . P L / / *5/ / / / ^ ^ 1 /5 /5 6 ^d^BRACKET ARM MODIFICATION D.J. N. FIELD ENGINEER T P *' / / z s r / T L 5 - 1 5 - 5 6 A i f . STANDARD LOCATION pH,Ball ... A . "A . - < - CITY ENGINEER 10-10-56 /^ \A N C H O R RODS H.Ball j Ik u j s h t . CITY ELECTRICIAN . . . /..... . "* *>’ . / r L , 2 • 11-57 A \ STANDARD BASE DETAILS L.H. ------- " ? v-*— - 1 — *?— ----— PRESSED ST EE L POLE TOP ii / \>r*' 4?Ii A 1 4* 1I1 /’V 1 ^ ^ iifr ;; ‘it1 ii STEEL ADAPTER WELDED TO TOP OF POLE AND TAPPED FOR INSULATOR PIN T - A 6' BRACKET a ro I Oo _J -J < ^ o U l UJ 2z ac ? ° A i sCD <-> I 0H— I2KO>- =o <Q. uCDl ,' 1 S QfO UJ OC -I o O (p gl — CD I uj o UJ ro h* — « m CONSTRUCTION NOTES:® ® STANDARDS FOR HWY LIGHTING SHALL BE . AS SPECIFIED ON ^ PROJECT. DRAWINGS Xocr 0. o. < VARIATIONS IN THE MOUNTING HEIGHT a THE POLE LENGTH MAY BE MADE ONLY WITH PRIOR APPROVAL OF THE ENGINEER. CONCRETE FOR POLE BASES SHALL BE CLASS “A" WITH COMPRESSION TEST OF NOT LESS THAN 3 0 0 0 LBS./SQ.IN 2 STD. PI TO ACCOMMODATE 2" SLIP FITTER NOTE: REFERENCE TO CAT. NO*S. IS FOR DESCRIPTIVE PURPOSE ONLY. APPROVED EQUAL IS SATISFACTORY. DETACHABLE ARM DOUBLE GROOVE 5 0 0 0 VOLT TYPE *« > 2 ” 7 3/ 4 “ o ‘o> / i\ OJ Xocr CL CL < PRESSED STEEL ARM STEEL CLAMP TWO PIN FEEDER ARM ARRANGEMENT SECTION THROUGH PO LE SEE S ' 3 0 3 A FOR & STREET LOCATION STEEL BASE 4'* X 6 ,/ 2 m HAND HOLE MOD. (WHERE REQUIRED) GROUT T > . • .•* - <i v • & 4 — l"X 3 6 "X 4 M------ ANCHOR RODS WITH TWO NUTS EACH FOR II GA.—LINE a TANGENT POLES. 4 SOLID GROUND WIRE 2 2 E- « o » * 0. / * j___L 4 I* I p A -- f3-- I I * 4 I I ty 4 N _ 1 _ VFINISH GRADE - 4 -|I/4"X48”X 4 m ANCHOR RODS ± 2 WITH TWO NUTS 2 i EACH FOR O a> 3 GA.-DEAD END OR COR. POLE. CONCRETE - FOUNDATION WEAVER " PGB“ GROUND— I 2 LAYERS CURING PAPER CONCRETE INSTALLATION PAINTING SPEC IFIC A TIO N REFERENCE SEC. 5 4 SEC. 6 6 SEC. 6 8 DRAW N BY CHECKED BY V B.U__ FIELD BOOKS. CITY ENGR. CITY O F LAS VEGAS EN G INEER IN G DEPT. LIG H T STANDARD AND FOUNDATION R E S ID E N T IA L 8 COM M ERCIAL OVERHEAD WIRING DATE. 5 - 1 7 - 5 4 SCALE. NONE DRAW ING NO. S —251A LIETZ 1118 TO PFLIGH T 280 11-83