HomeMy WebLinkAbout3174-24I
(E)
TIN&
FIS
FOUR EXISTING
FIXTURES
NM
CROSrARM
ES
67
FIXTU
TOP VIEW
+-- REMOVABLE POLE GAP
REMOVABLE POLE GAP
3S
180
�— REMOVABLE POLE GAP
TOP VIEW
'
-»-- REMOVABLE POLE GAP
—
5
5�
FOUR EXISTING
FIXTURES
FOUR NM
4F
>SF
FIXTURES
so
SET SCREW
so •
SET SCREW
THREE EXISTING
SET SCREW
Oso FIXTURES
NOTE:
NOTE:
•
p POLE AND FOUR FIXTURES ARE
p POLE AND FOUR FIXTURES ARE
S>:T SCREW
EXISTING CONTRACTOR SHALL
CONTRACTOR SHALL
PROVIDE NEW BALLAST COMPARTMENT,
E NEW BALLAST COMPARTMENT,
PROVIDG
p
FIXTURES, CONDUIT AND CONDUCTORS
FIXTURES, CONDUIT AND CONDUCTORS
i
3S
180
B UNIT ELECTRICAL ENCLOSURE
9 UNIT ELEGTRIGAL EN4L05URE
(E) 4 UNIT ELECTRICAL ENCLOSURE
6 UNIT EL.ECTRIGAL ENGIA URE
Q
_ 3 UNIT ELECTRICAL ENCLOSURE
pQ
fl _ _ 5 UNIT ELECTRICAL ENCLOSURE
_ 3 UNIT ELE ENGLOaURE
OCTRICAL
e� 6 UNIT ELECTRICAL ENG�E
W/GIRGUIT BREAKER
4 JACKING BRACKET (TYPICAL)
4 JACKING BRACKET (TYPICAL,)
4 JACK{N& BRACKET (TYPICAL)
f
( BAR HOLE
LIFTING BAR HOLE
j
�
LIFTING BAR HOLE
,,,�LIFTIN&
LINE
GROUND LINE
Q JACKING BRACKET ('TYPICAL)
f
GROUND LINE
ABOVE �D H�
ABOVE GROUND HANPHOLE
j
�LIFTIN& BAR HOLE{
ABOVE GROUND HANDHOLE
AGGEfs HOLE C.Et�CIRIFI6UALLY
HOLE PRE-5T1�E56ED, GENTRIFI6UALLY
oi 6ROUND LINE
SPUN CONCRETE BASE
SPUN CONCRETE BASE
ABOVE &ROUND FfAND4lOLE
UND
AGGE55 HOLE
PRE-5TIQESSED, GENTRIFI6UALLY
SPUN CONCRETE BASE
FRONT VIEW
(MELD 51DE)
FRONT VIEW
(i¢IELD Sim
ACGE55 HOLE
PRE -STRESSED, GENTRIMOUALLY
FRONT VIEW
SPUN CONCRETE BASE
MIELD SIM
FRONT VIEW
(I=IELD SIDE)
NOTE:
POLE AND SIX FIXTURES ARE
NOTE:
POLE AND SIX FIXTURES ARE
EXISTING CONTRACTOR SHALL
NOTE:
SEE MANUFACTURERS DRAWINGS
EXISTING CONTRACTOR SHALL
PROVIDE NEW BALLAST COMPARTMENT,
PROVIDE NEW BALLAST COMPARTMENT,
FIXTURES, CONDUIT AND CONDUCTORS ,
FOR STRUCTURAL POLE BASE
SIZE, DEPTH AND CONCRETE PSI.
-FIXTURES, CONDUIT AND CONDUCTORS
SCALE %
POLES A2*A4
POLES B2B4
scALE 5
POLE A3
sCALE
3
POLE B3
SCALE j
N.T.S.
i i
N.T.S. •
N.T.S.
N.T.S.
NOTE:
NOTE:
NOTE:
SEE ;MANUFACTURERS DRAWINGS
SEE MANUFACTURERS DRAWINGS
SEE MANUFACTURERS DRAWINGS
FOR STRUCTURAL POLE BASE
FOR STRUCTURAL POLE BASE
FOR STRUCTURAL POLE BASE
i
SIZE, DEPTH AND CONCRETE PSI.
SIZE, DEPTH AND CONCRETE PSI.
SIZE, DEPTH AND CONCRETE PSI.
j
I
I
-- REMOVABLE POLE GAP
-F— REMOVABLE POLE GAP
REMOVABLE POLE GAP
I
2F
60
3F
280
1F
i
SET SCREW
SET SCRFJN
SET SCREW
p
p
p
4 UNIT ELECTRICAL ENCL05LRE
6 UNIT ELECTRICAL ENGL.OSURE4
W/GIRGUIT BREAKER
_ UNIT ELECTRICAL ENCLOSURE
_ f — W/GIRGUIT BREAKERf
5 UNIT ELECTRICAL ENCLOSURE
- W/GIRUJIT BREAKER
O
i
I
JACKING BRACKET (TYPICAL)
(TYPICAL)
f JAGKINS BRACKET (TYPICAL)
(JACKING BRACKET (TYPICAL)
{ LIFTING BAR HOLE
LIFTING BAR HOLE
{ { LIFTING BAR HOLE
i
&ROUND LINE
GROUND LINE
ORUUND LINE
ABOVE &ROUND HANDHOLE
ABOVE &ROUND HANDHoLE
' ABOVE GROUND HANDHOLE
ACCESS HOLEPRE-STRESSED, GENTRIFI6UALLY
ACCESS HOLEPRE-5 , CZNTRIF16UALLY
ACZESS SLE { PRE -STRESSED, GENTRIFI6UALLY
SPUN CONCRETE BASE
SPUN GONGRETE BASE
SPUN CONCRETE BASE
j
FRONT VIEW
MELD 51DFJ
FRONT VIEW
(MELD SIDE)
FRONT VIEW
(FIELD SIDEJ
i
k filt
A5,A6,C9,CioPOLES
SCALE
B5sB6
SCALE
4
POLES C3,C4,C5,C6
SCALE
N.T.S.
N.T.S.
N.T.S.
REV,
REM" DESCRIPTION
DATE
ENGR.
0TY
DATE
CITY
OF
FONTANA,
CALIFORNIA
SCALE:
A
Prepared Under The Supervision Of :
AS NOTED
ELECTRICAL PLAN
DATE' 5/15/02
Engineering Inc.
=
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
DRAWN BY:
siootd"i Ingift•rift &
ig
AMR
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
JACK BULIK PARK
7939 Palm Aa. ,8
Hishland. Ca.
92346
DIAL TWO WORKING
BEFORE DAYS BEFORE
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
FM3
DESIGNED BY:
JJc
C
PAM G 2
E-5
909 864-0223
Fax 909 864-0280 a
Y ❑ U DIG YOU DIG
STANDARDS IN EFFECT.
Date :
CHECKED BY:
ApPR D BY:
DRAWING NO.:
24
jcaeng*earthlink.net a
TOLL FREE 1-800-227-2600
JTT/JCC
/
' v%r�
3174
C TY ENGINEER R.C.E. 51152 DATE:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
31