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(TYPICAL 3)
THREE TENONS TOP
POLE BRACKET
HUBBELL #THB-31
ROUND TAPERED STEEL POLE,
DARK BRONZE PAINTED.
SPAULDING LIGHTING ARTS -50 -11-
7 -TA -DB -Q22 -(2)Q32 -Q40 -Q45
461
(TYPICAL 2
—MID-POLE LUMINAIRE
BRACKET, SPAULDING
LIGHTING #Q32 (TYPICAL 2)
EXTRA HANDHOLE WITH
REMOVABLE COVER #Q22
♦
3�
AL 3)
THREE TENONS TOP
POLE BRACKET
HUBBELL ##THB-31
ROUND TAPERED STEEL POLE,
DARK BRONZE PAINTED.
SPAULDING LIGHTING #RTS -50 -11-
7 -TA -DB -022 -032 -Q40 -Q45
MID-POLE LUMINAIRE
BRACKET, SPAULDING
LIGHTING #Q32
EXTRA HANDHOLE WITH
REMOVABLE COVER #Q22
HANDHOLE WITH HANDHOLE WITH
REMOVABLE COVER REMOVABLE COVER
SQUARE BASE COVER #Q45 SQUARE BASE COVER #Q45
a� o
(4) #4 TIES 2"O.C. (4) #4 TIES 2"O.C.
MN.
// ° .. °
ILI
a \///\// FINISHED GRADE ,;//\/� d. FINISHED GRADE
(4) 1.25"x42"x6" ANCHOR BOLTS WITH (4) 1.25"x42"x6" ANCHOR BOLTS WITH
a DOUBLE NUTS AS SUPPLIED BY POLE VENDOR _ : a.. DOUBLE NUTS AS SUPPLIED BY POLE VENDOR
-CONDUIT, PER PLAN I I I CONDUIT PER PLAN
d
. d•
T e VERTICAL REBAR - #5 AT 12" MAXIMUM -� T°� :d VERTICAL REBAR - ##5 AT 12" MAXIMUM
IT. �Ii REINFORCED CONCRETE BASES--�.— •i'd REINFORCED CONCRETE BASE
°I d •�-- a '1
4 TIES AT 12"O.C. ; : T. "
1- --:--r-° #4 TIES AT 12 O.C.
2'-6„ 2,-61,
POLE #4 DETAIL SCALE NONE 161 POLE #2 DETAIL SCALE: 4
NONE
I- 2 E
POLE #3 DETA
TWO TENONS TOP
POLE BRACKET
HUBBELL #THB-21
ROUND TAPERED STEEL POLE,
DARK BRONZE PAINTED.
SPAULDING LIGHTING #P,TS-50-11-
7-TA-DB-022-Q32-040-Q45
MID-POLE LUMINAIRE
BRACKET, SPAULDING
LIGHTING #Q32
EXTRA HANDHOLE WITH
REMOVABLE COVER #Q22
HANDHOLE WITH
REMOVABLE COVER
SQUARE BASE COVER #045
(4) #4 TIES 2"O.C.
FINISHED GRADE
(4) 1.25"x42"6" ANCHOR BOLTS WITH
DOUBLE NUTS AS SUPPLIED BY POLE VENDOR
CONDUIT, PER PLAN
VERTICAL REBAR - #5 AT 12" MAXIMUM
REINFORCED CONCRETE BASE
#4 TIES AT 12"O.C.
IL INONEE
: 51
POLE #1 DETA
TWO TENONS TOP
POLE BRACKET
HUBBELL #THB-21
ROUND TAPERED STEEL POLE,
DARK BRONZE PAINTED.
SPAULDING LIGHTING ARTS-50-11-
7-TFl-DB-Q22-(2)Q32-Q40-Q45
MID-POLE LUMINAIRE
BRACKET, SPAULDING
LIGHTING #Q32 (TYPICAL 2)
EXTRA HANDHOLE WITH
REMOVABLE COVER #Q22
HANDHOLE WITH
REMOVABLE COVER
SQUARE BASE COVER #Q45
(4) #4 TIES 2"0. C.
FINISHED GRADE
(4) 1.25"x42"x6" ANCHOR BOLTS WITH
DOUBLE NUTS AS SUPPLIED BY POLE VENDOR
CONDUIT, PER PLAN
VERTICAL REBAR - #5 AT 12" MAXIMUM
REINFORCED CONCRETE BASE
#4 TIES AT 12"O.C.
IL (NONE I 31
♦
ENGRAVED STAINLESS STEEL
WEATHERPROOF COVER
COMPLETE WITH REQUIRED
GASKETING.
STAINLESS STEEL,
ANTI -VANDAL, SEALED
IP -65 RATED PUSH
BUTTON, APEM
#AV090003C940T OR
APPROVED EQUAL
(TYPICAL 2)
8'114"Wx4"D, NEMA 3R, WALL
MOUNTED ENCLOSURE COMPLETE
WITH PADLOCK HINGED DOOR.
HUBBELL-WIEGMANN
#LOH080604 OR APPROVED
EQUAL.
t00F
sme view
PUSH BUTTON DETAIL
24 HOUR, DIAL TYP.
CLOCK. INTERMATIC
OR APPROVED EQUi
CONTROL SECTION C
DISTRIBUTION PANEL
"LP" -1,3
"LP" -5,7
"LP" -9,11
"LP" -13,15
24 HOUR, DIAL TYPI
CLOCK. INTERMATIC
OR APPROVED EQUAL.
"LP" -12
H N
TAMPER RESISTANT
SCREWS (TYPICAL 4)
STAINLESS STEEL, ANTI -VANDAL
SEALED IP -65 RATED PUSH
BUTTON, APEM #AV090003C940T
OR APPROVED EQUAL. (TYPICAL 2)
ENGRAVED STAINLESS STEEL
WEATHERPROOF COVER COMPLETE
WITH REQUIRED GASKETING.
ON-OFF PUSH BUTTON
CONTROL MOUNTED ON
BUILDING.
e
FLOOD LIGHTS
FLOOD LIGHTS
FLOOD LIGHTS
FLOOD LIGHTS
i
TC �
30AMP, 12 POLE MECHANICALLY
HELD LIGHTING rnNrarrnR WITH
LOCKING TYPE PHOTOCELL
1 120V COIL, SQUARE -D OR
MOUNTED TO EXTERIOR
APPROVED EQUAL.
WALL OF ENCLOSURE IN
CONTROL SECTION. I
I
PROVIDE SEALED
POLYCARBONATE WINDOW
30AMP, 8 POLE ELECTRICALLY
AS REQUIRED. INTERMATIC
HELD LIGHTING CONTACTOR WITH
#K4521 OR APPROVED I
PC
1 120V COIL, E -D OR
EQUAL.
LC
APPROVED EQUAL.
H
"LP" -2,4
fH-1
POLE #1 do #2
SECURITY LIGHTS
I I I
H
I
"LP" -6,8
POLE #3 & #4
SECURITY LIGHTS
H
"LP" -17 H
I I
WALKWAY LIGHTS (a)
I
24 HOUR, DIAL TYPE TIME
I
SPARE (TYPICAL 3)
CLOCK. INTERMATIC #T105
OR APPROVED EQUAL.
I
TC
LOCKING TYPE PHOTOCELL
1
I
MOUNTED TO EXTERIOR
WALL OF ENCLOSURE IN
I
CONTROL SECTION.
1
PROVIDE SEALED
POLYCARBONATE WINDOW
30AMP9 4 POLE ELECTRICALLY
AS REQUIRED. INTERMATIC I
I HELD LIGHTING CONTACTOR WITH
#K4521 OR APPROVED
PC
LC
120V COIL, SQUARE -D OR
m1a
L A N D S C A P E
ARCH ITECTU RE
310 N. JOY STREET
CORONA, CA 92879
T: 951.737.1124
F: 951.737.6551
E. M/j, F-9
SIGNATURE rn
9/30/13
EXP. DATE Q
�9TF OF `\�0��
CA
SCALE: 12 I CONSULTANT STAMP.
NONE
PROJECT:
MARTIN TUDOR
AQUATIC CENTER
RENOVATION PROJECT
PREPARED FOR.
C I T Y O F
CITY OF FONTANA
16489 ORANGE WAY
FONTANA, CA. 92335
CONTACT: DAN WEST
PHONE: 909-350-6530
PROJECT TRACKING DATE
1. PROGRESS SET 8-1-11
2. DAB SET 8-18-11
3. FIRST PLAN CHECK 10-3-11
4. 4th PLAN CHECK 01-12-12
5.
6.
7.
8.
DELTA REVISIONS DATE
1.
2.
3.
4.
5.
6.
7.
8.
DATE PREPARED: 8-16-11
DRAWING SCALE: AS NOTED
DRAWN BY: OMB
DESIGNED BY: MWK
CHECKED BY: VHB
BMLA PROJECT NO: 1001 1210
EQUAL. APPROVED EQUAL.
"LP"-
" I I Q O
LP -17 H WALKWAY LIGHTS (b)
I SPARE (TYPICAL 3) I
nnawwn,. . n,vvvvv�nnNH
DIAL TlNO VJOR KI N
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 81'1
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
LIGHTING CONTROL DIAGRAM SCALE:
NONE
OMB ELECTRICAL ENGINEERS, INC. SHEET DESCRIPTION .
8825 Research Drive
Irvine, CA 92618
(949) 753-1553 Fax (949) 753-1992 DETAILS
E—Mail: mail®ombengrs.com
OMB PM: VB
JOB NO: 11184
CITY OF FONTANA
DRAWN BY: PROJECT NAME
OMB MARTIN TUDOR WATER PARK
DESIGNED BY: DATE
Mm 8/18/2011
CHECKED BY: APPROV . : DWG NO.
18
VHB
51152 R.0 ' 4923 37
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