HomeMy WebLinkAboutCC - Street Lights POLE TYPE X Y D E W HOOPS RODS
NO. SIZE LIN. FT NO. SIZE LIN. FT
TYPE 1 - 30' 24" 60" 10%2" 11" 11%2" 4 #4 21' 6 #4 36'
TYPE 1 - 35' 30" 84" 10%21, 11" 11%2v, 6 #4 41' 6 #6 39'
TYPE 2 24" 60" 8" E13
8" 4 #4 21' 6 #4 27'
HISTORICAL 24" 60" 12" N/A 4 #4 21' 6 #4 27'
ANCHOR BOLT SIZES AND LOCATION
PER MANUFACTURERS
SPECIFICATIONS
GALV.
CONDUIT LEVELING
HEIGHT 4" NUT
— 1"MAX.GAP,
DO NOT GROUT �...
SEE SCHEDULE FOR HOOPS AND TYPE 2 AND HISTORICAL
RIGID PLASTIC
VERTICAL BARS POLE BASE DETAIL
CONDUIT
Y
x
ww
w y"to%"�r--HANDHOLE REINFORCED WITH
3"CLEARANCE m SQNNUT FOR NO.3 GAUGE RING
1-1/2"WIDE WELD TO OUTSIDE
GROUND OF POLE COVER OF 11 GAUGE
PLATE
NEC APPROVED J
GROUNDING GALV.HOLD DOWN
CONNECTOR
NUT&WASHER
2 MIN.TO 4 MAX.3"CLEARANCE THREADS _ cc
2"MAX.GAP JI_
r BASE WIDTH"X" I DO NOT GROUT
GALVANIZED 4
LEVEL NUT
AND WASHER TYPE 1 AND DAVIT POLE
BASE DETAIL
"W" GENERAL NOTES:
1. CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE
STRENGTH OF 3,000 PSI.
E 2. ALL REBAR REINFORCEMENT SHALL HAVE 3"CLEARANCE FROM OUTSIDE OF
CONCRETE FOUNDATION.
3. HOOP SHALL HAVE A 6"LAP LENGTH MINIMUM
"D„
4. BREAKAWAY BOLTS ARE REQUIRED WHEN ON STATE HIGHWAYS,SEE ITD
STANDARD DRAWING I-7-C.
BOLT DIA.!+Y'14" 5. TYPE 1,TYPE 2 AND DAVIT POLE TO BE PROVIDED WITH METAL,2-PIECE BASE
BOLT DIA.
COVER TO MATCH POLE FINISH
BASEPLATE AND BOLT 6. ALL CONDUIT ELBOWS USED IN CONCRETE BASES SHALL BE RPC
PATTERN DETAIL 7. STEEL CONDUIT SHALL BE USED TO EXTEND ELBOWS BEYOND FOUNDATION
8. SPARE STUBOUTS SHALL BE TERMINATED WITH A STEEL COUPLING AND PLASTIC
PUSH PLUG AT BOTH ENDS
REVISED JUN 2016
CITY OF MERIDIAN STANDARD DRAWING NO.
SUPPLEMENTAL DETAILS FOR
SPECIFICATIONS STREET LIGHT BASE INSTALLATION T2
TO THE IDAHO STANDARDS FOR
PUBLIC WORKS CONSTRUCTION