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1 R EVISIO N S A A P P R O V A L S 1 D A TE DESCRIPTION | BY A P P R O V E D O F F IC E EN G IN E E R 15 -15—56 A STD. LOCATION 8 POLE SECTION H . B o l l FIELD EN G IN E E R | 2 14- 57 DELETED NOTES L. M. \ A> 11 CITY ENGINEER CITY ELECTRICIAN __________ _______________ UJ O OJ CONSTRUCTION NOTES : STANDARDS FOR HWY. LIGHTING SHALL BE AS SPECIFIED ON PROJECT DWG.S VARIATIONS IN THE MOUNTING HEIGHT S 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 L B S . / S Q . I N . 4 - 1/2" X 6"- 6 BRACKET 2 STD. PIPE ,T0 ACCOMMODATE Z" SLIP F I T T E R n o t e : r e f e r e n c e t o c a t . n o s . IS FOR DESCRIPTIVE PURPOSE ONLY. APPROVED EQUAL IS SATISFACTORY. DETACHABLE ARM A FUTURE OR EXISTING CURB FOR LOCATION I / T ^ // DWG. S-303A i 1/ / - v v i____ 1 t r i & f f i " i LD w rOO T* J . •• r---4- 1-1/4 J CONDUIT ^-STAN DARD r ii 2 4 SQ. OR 30 DIA BASE PL AN 11 GA. SECTION A THROUGH POLE -----END OF C o n DUIT WITH CAP I MIN TO id 4"MAX. ABOVE FINISHED SIDEWALK GRADE STEEL BASE / CONTINUOUS WELD FINISHED SI DEWALK GRADE----- WHEN PLACED BEHIND CURB — 4 - g r o u t -4-/ l" X 4 0 " A N C H O R ^1© RODS WITH 2 NUTS EACH.------------------- BURNDY GAR - 1 7 2 6 - BURNDY G A R - 1 4 2 6 - • u.ljjfw IT-, * 4 SOLID GROUND WIRE c l a s s "a " c o n c r e t e 2 L A Y E R S CURING PA PER --------------------- __ WEAVER " P G B ” GROUND P L A T E - m a - & GROUT \ WHEN PLACED UNDER STREET 1 /4 " CONDUIT 2 4"SQ.-----• - HANDHOLE WITH REINFORCING FRAME 8 COVER OR 3 0 DIA. FOUNDATION SECTION SPECIFICA TIO N R E F E R E N C E D R AW N B Y D-J-NAST C H E C K E R BY----------- FIELD 8 0 0 K S ---------- Jm * CITY EN GR. C ITY O F LAS VEG AS EN G IN EER IN G DEPT. LIGHT STANDARD AND FOUNDATION R E S ID E N T IA L & C O M M ER C IA L UNDERGROUND WIRING ( S E E SHEET S- 25 IC FOR CONCRETE P O L E S ) r> A TF I / 18 / 5 6 S C A L E __N 0 N 5---- DRAWING NO. S - 251 B P A R A G O N B L U E P R IN T BOO 12-54
