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1. USE 3000 PSI 28 DAY STRENGTH CONCRETE FOR
POLE BASE
2. PLACE CONCRETE THE SAME DAY BASE IS DRILLED
3. TOP SHALL HAVE SLIGHT CROWN FOR DRAINAGE
FLOODLIGHT
STANCHION BASE DETAIL
NOT TO SCALE
FLOODLIGHT
STANCHION FURNISHED
WITH FIXTURE
HANDHOLE
#6 GROUNDING WIRE BOLTED
TO STANCHION
3/4" CHAMFER ALL
EXPOSED EDGES
FINISHED GRADE
CONDUITS
WIRE MESH REINFORCING
BASKET 64, 10/10
INSTALLED 3" INSIDE
TOP, BOTTOM, AND SIDES
REFER TO PLAN
FOR CONDUIT SIZE
#6 BARE COPPER GROUND
IN 1/2" PVC
EXOTHERMIC CONNECTION
5/8" x 10' -0" COPPER CLAD
STEEL GROUNDING ROD
MIN. 2' -0" BELOW GRADE
PLAN VIEW
N.T.S.
LOOPS
REINFORCING BARS
i-- 3/4" CANT ALL AROUND
�-- EXPOSED CONCRETE SHALL
BE HAND RUBBED FINISH
,,,—FINISH GRADE
J�1CLI�CIi1(_�I I-
-IHI
(8) #5 REINFORCING BAR
z--#4 SPIRAL WITH 6" PITCH
(3) #4 LOOPS ON 2" CENTERS
TOP AND BOTTOM
3" CLEARANCE TOP,
SIDES AND BOTTOM
NOTES:
1. USE 3000 PSI 28 DAY STRENGTH CONCRETE FOR
POLE BASE
2. PLACE CONRETE THE SAME DAY BASE IS DRILLED
3. USE SONOTUBE FORM ABOVE GRADE AND EXTEND
TO 6" BELOW GRADE
4. REFER TO POLE BASE DETAIL FOR DIMENSIONS
TYPICAL POLE BASE CONCRETE
AND REINFORCING DETAIL
NOT TO 5GALE
0.
DIMENSIONS
Pole
Height
L
D
12' -0"
4' -6"
V -6"
20' -0"
5' -0"
7 -0"
30' -0"
6' -0"
2' -6"
40' -0"
T -0"
T -0"
LIGHT POLE, IN SAME FINISH AS FIXTURE,
CAPABLE OF WITHSTANDING 100 MPH
WINDS WITH 30% ADDITIONAL GUST FACTOR
HANDHOLE
#6 GROUNDING WIRE BOLTED TO POLE
BASE COVER PLATE
POLE BASE PLATE
GROUT UNDER BASE PLATE AFTER POLE
IS PLUMB
FINISHED GRADE
ANCHOR BOLTS
EXOTHERMIC CONNECTION
#6 BARE COPPER GROUND IN 1/2" PVC
CONDUIT: SIZE AS NOTED ON PLANS
5/8 "- x 10' COPPER CLAD STEEL
GROUND ROD. MINIMUM 2' -0" BELOW GRADE
NOTES:
1. VERIFY ANCHOR BOLT LOCATIONS WITH MANUFACTURER'S
TEMPLATE PRIOR TO BASE CONSTRUCTION
2. REFER TO POLE BASE CONRETE AND REINFORCING
DETAIL FOR ADDITIONAL REQUIREMENTS
TYPICAL RAISED POLE BASE DETAIL
NOT TO SCALE
618 East Market Street
Indianapolis, Indiana 46202
ph 317/264.8162 fx 317/264.8165
a x is a r c h c o m
Scope Drawings
These drawings indicate the general scope of
the profed in terms of orchoodural design
concept, the dimensions of the building,
the major architectural elements and the
type of structural, mechanical and eledrrcol
systems. The drawings do not necessarily
indicate or describe all work required for
full pedamance and completion of the
requirements of the contract On the basis
of lee general scope indicated or described,
the trade contractors shall fumish all items
required for the proper eicecution and
completion of the work
DRAWN by DGS
CHECKED by DGS
DATE issued 17 OCT 2006
REVISIONS
THE SCHNEIDER CORP.
ASHTON FRITZ
8901 OTIS AVENUE
INDIANAPOLIS, IN 46216
(317) 826 -7100
(317) 826 -7200
STRUCTURAL DESIGN,
INC.
CHUCK SCHAEFER
337 MAIN STREET
BEECH GROVE, IN 46107
(317) 822.0204
(317) 822.0206
VECTOR CONSULTING
I
I
BEN DEREMIAH
j 212 W. 10TH ST., SUITE D -395
INDIANAPOLIS, IN 46202
I
(317) 632.4444
(317) 632.4960
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No
_° ;10200105 �_
STATE OF
!NDIANP
111111
ELECTRICAL
DETAILS
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SCALE AS NOTED
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