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NOTE: NOTE: NOTE:
SEE MANUFACTURERS DRAWINGS SEE MANUFACTURERS DRAWINGS SEE MANUFACTURERS DRAWINGS
NOTE:.FOR STRUCTURAL POLE BASE FOR STRUCTURAL POLE BASE FOR STRUCTURAL POLE BASE
MANUFACTURERI
SEES I DRAWINGS INGS
FOR STRUCTURAL POLE BASE SIZE, DEPTH AND CONCRETE PSL SIZE, DEPTH AND CONCRETE PSI. SIZE, DEPTH AND CONCRETE PSI.
_
SIZE, DEPTH AND CONCRETE PSL
I
REMOVABLE POLE GAP
-•-=- REMOVABLE POLE GAP _.
6F / 5F 1FE 3FE
12800 0800 80 480
a
SET SCREW
--m► ° °
.SET SCREW 2S
180
°
o
25 o o ,
1
80
o
b UNIT. ELECTRICAL ENCLOSURE
�� ELE _
POLE G4„ ONLY
EXISTING EXISTING
-10 -
O
4 UNIT ELECTRICAL. ENCLOSURE •
'701-011
4 UNIT ELECTRICAL ENCLOSURE
ENCLOSURE
4 UNIT ELECTRICAL E L SURE
r:
EXISTING
EX15TIN6 3 UNIT ELECTRICAL EN
GL05URE3UNIT ELECTRICAL ENCLOSURE EXI TING 5 UNIT ELECTRICAL
WGIR U
IT
BREAKER
ENCLOSURE W/GIRGUIT R
gA
KER
1
W/GIRGUIT BFMAKER
4 UNIT ELECTRICAL ENCLOSURE
•
.
u
1
W/GIRCUIT BREAKER
L
I
;ACKINBRACKET cTYP GAL)
16 1-011 IT JACKING BRACKET (TYPICAL)
Ib� _
O
,1
161-011 G I6 0
IFR HOL °
L TING BA E
LIFTING BAR HOLE
if —G
GR UN
D LINE
GROUND LINE
II
”
ABOVE GROUND HANDHOLEHOLEABOVE GROUND HANDHOLE "'-ABOVE GROUND HANDHOLE GROABOVE GROUND HANDHOLE UND=RGROU. 'UNDERGROU UNDERU
II
I)
I
ACCESS HOLE
AOGE55
HOLE
ACCESS .OLE
II
NEW PRE
_STRESSED,
GENTI IGUA
LLYPRE_STRESSED GEMTIFIGUALLY NE PRE -STRESSED, GENTRIFI6UALLr
PRESSED GENTRIFI
6UALLY SPUN CONCRETE TE BASE .
SPUN GONCREBASE
SPUN CONCRETE
ASE
_STRE
.SPUNCONCRETE BASE
FRONT V
IEIN
FRONT
V EW
FRONT VIEN
W
FRONT VIEN (FIELD SIDE) _ (FIELD SIDE) iFIELD SIDE)
3 4
5
(FIELD ID
F.J
MS -2
I�
,
0
S 2
P
D
(DQ
RELOCATED FIXTURE
RELOCATED FIXTURE TED.
NEW NEW
TE
AL
E
:SCALE
SCALE
E
SCALE E
N.T.SN.T.S.POLEC3,,* CPOLES B�j S� ®LES Ci C2 POLES Al A2N.T.S.NTS
-
,
o 0
I_
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
`PS.
SIZE, DEPTH AND CONCRETE
PSI.
SIZE, DEPTH AND CONCRETE PSI.
A
REMO V BLE POLE CAP
REMOVABLE LE
MOVAB PO GAP
I0
7F /4F\ 2FE
80 60 12800
I
°
a
_ I
SET
MS -3
SCREW
SET SCREW
° °
0 D2 3 4 1 2 5
P
1
2
0
00
oo
2s DETAIL NOTES..
180 t
PROVIDE ONE FIXTURE FOR. -
,,A4 „
POLE .
PROVIDE TWO FIXTURES FOR
2 RO DE UES 0
O „ „
.POLE. A3 ®90° FROM EACH
THREADED NIPPLE
40-0 „ OTHER.
® +26 0 W/CAP (201-011EXISTING 4 UNIT ELECTRICAL ENCLOSURE
FUTURE SECURITY
AM
C ERA) f
EXISTING
PLAN NOTES.
O1. 3 1 1 10 T PANEL SF
1 C # 0& # E/G. 0
(STUB -UP 1N TION W M S 0 CONTROL LINK.
2
1"C.0. TO MS SEC / U C )
4 UNIT ELECTRICAL ENCLOSURE
1
6 UNIT ENCLOSURE
G IGAL ENCLOSURE
W/G1RGUIT BREAKER W/GRGUT BREAKER
0
1 C. 3#10 & 1 #10 E
G. FROM PULLBOX T0 MUSCO POLE
BALLAST BREAKER R 3
COMPARTMENT.
0 STUB -UP N INTERIOR F POLE.
4 (2) 1 C.O. STUBU 0 NTER OR 0
5 1 C.O. TO PANEL "LP".
JACKING BRACKET (TYPICAL)
0
JACKING BRACKET (TYPICAL) 1�
Ib O Ib
-O
_ Ib D
° LIFTING BAR HOLE°
LIFTING BAR HOLE
GROUND LINE GROUND LINE
1-1 GROUND LINE
ABOVE OROUNP HANDHOLE ABOVE GROUND HANDHOLE ABOVE GROUND HANDHOLE
UNDERGROUNI I UNDF-516ROU
UNDERGROU
II11,
AOCE55 HOLE ACCESS I +OLE
PRE -STRESSED GENTRIFIGUALLY AOGE55 HOLE _ TRIFIGUALLY
PRE-5TRE55ED, GENTRII=IGUALLY NEWPRE STRESSED, GEN.
SPUN CONCRETE BASE SPUN CONCRETE BASE SPUN CONCRETE BASE
FRONT VIEW
FRONT VIEW FRONT VIEW _
(FIELD ELD SIDE) (FIELD SIDE)(FIELD SIDE)
NEW NEW RELOCATED FIXTURE 1
SCALE SCALE SCALE SCALE
`'� d� POLES A3 A4� POLES S1 B2 ENLARGED BASKETBALL COURT ELECTRICAL PLAN ,�= 20'-0" 1
POLES D 1 ti+' ® 2 N.T.S. N.T.S. N.T.S.
''1
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
--..� TTY OF FONTANA, C�ALI FORK IA
4649 Brockton Avenue O
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ® y
ep•er Engineering Inc. Riverside, CA 92506
_ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �. ��
171 DRAWN BY: SCALE:
AS NOTED
� Electrical Engineering &Consulting
.J (909)369-0700 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, (��' �I
7939 Palm Ave a \ ---- id r Signature ".�
Highland. Ca. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO - �-� DESIGNED BY: - MARTIN
DATE:
, DIAL. TWO WORKING I L
92346 Fax (909) 369-4039 ----- — —
909864-0223 BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ate
Job # 02-528 Fax 909 864-0280 Y ❑ U D I �7 Y G U DIG �9 C1
P.M. dames Corns caen @earthlink.net i http:/Iwww.comworksdg.com "- STANDARDS IN EFFECT. CHECKED BY: AP OVED B DRAWING NO.: 3 !
I 9 TOLL FREE 1-800-2�%-2600 CA��� _ � � . 211- -c4
D4:SI�M GROMP A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CWDG JOB NUMBER: 020638®q°
3
CITY ENGINEER R.C.E. 51152 DATE: