HomeMy WebLinkAbout4270-2113
18 F -L
POLE
0
".5
UNDI$TURBED SOIL
ALL EXCAVA'nONS MUST BE FREE OF LOOSE SOIL, AND DEBRIS PRIOR TO
FOUNDA'nON INgrALLATION AND PLACEMENT OF CONCRETE BACKFILL
TIES DRAVING IS A COPY CASING MAY BE REOUIRED IF CASING OCCUOS.
IBM SMUMIE PREWT
2, Wire 1--iorness Existing Pole
OF THE SIGNED ALL EXCAVAIIONS MUST BE FREE OF WATER OR COMORL7E SHALL BE
po Roll BY WSW STRUCTURAL ENGINEERS PLACED WITH A TREMIE PIPE IN ACCORDANCE WITH ACI bl'ANDARD 304.
(Inside Pole) malm lw� (sa POLF, rp CONCRETE, PLACE BY THE TREMIE METHOD SHALL HAVE MINIMUM Q)
GALCUIATIONS ULTIMATE STRENGTH OF 1,000 PSI GRATER THAN REQUIRED UNDER
p "CONCRETE BACKFILL" BELOW.
H)ENTIFICATION)
11-1 r"n
000EIE-BACKEU1 to I ',N IRE'
z Q Z�_
" a CQ
V CONCRErE BACKFILL SHAIJ_ HAVE A MINIMUM uunwrL COMPRESSIVE Iln 8/30/07
STRENGTH AT 28 DAYS OF 3,000 PSL SPECIAL INSPECTION OF I'XP. DATE
CONCRETE IS NOT REOUIRED. (3,000 PS� CONCRETE IS SPECIFIED FOR
Attachment Orw Pm y pnt r tron—rinki meyr v^p
-W, r
CONCRETE SACKFILL SHALL. ATTAIN A MINIMUM STRENGTH OF 2000 PSI
PRIOR TO STEEL POLF ERECNON.
Existing COMM P4 W
USE TYPE It PORTLAND CEMENT OR AS RECOMMENDED BY THE E-4 Z
3. Electrical Components GEOTECHNICAL ENGINEER. REVISIONS DATE BY
CAISSON MM, MIX IN CONFORMANCE WITH ASTM C94�
Enclosure 31-4 1/2"
(SR POLE FOUNUVON AGGREGATES PER ASTM C-31 0" MAX. AC)G� SIZE)
___CAK
[1029mm] CH �D
1 .0 sm ULE)
,4
—Capacitors 4 PLACE CONCRETE IMMEDiATELY AFTER COMPLET*N OF EXCAVKnON AND
INSPEcrm BY THE GEarECHNICAL ENGINEER, NO EXCAVA11ONS SHALL
-Smart Lornp Controf BE LEFT UNPROTECTED OR OPEN OVERNIGHT.
-Fusing Wire Access Hub A\
--Primary Landing Luqs - --------- CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION (NO
01, CONSTRUCTION JOINT� WITH SPECIAL, EQUIPMENT WfTH A MAXIMUM
--One Disconnect Per Circui _&_
f-londhole with Handhole with UMURBED FREEFALL OF 5 FT. AND TO PREVENT CONCRETF FROM STRIKING THE z
INZU SOIL SIDES Or' THE EXCAVAMON. VIBRATE TOP 5 FT� 0
Per Light —Structure Green System Grounding Lug Access Grounding Lug Access
A5
—Grounding Lug
FIXTURES MUST BE LOCATED TO MAINTAIN 10'--0" MINIMUM HORiZONTAL rf�
CLEARANCE FROM ANY OBSTRUCTION, z U�
0 ---Jacking Ear *10'-0" z -<4
POLEs FIXTURES, PRECAST BASES, ELECTRICAL IrEMS PLATFORMS, -) �—1 C,)
[3048mm] SPE6RICATIONS, AND INSTALLATION PER MUSCO U�HTING, INC� 0 Eq
4� Golvarlized Steel Pole
FIXTURE: EPA - 4.0 SO FT, WEICHT-25 LBS (PER MUSCO LIGHTING, INC,)
(1, 2, 3 or 4 Sections) Lifting Ror Hale Liffing Bar Hole
Ground Access Hole F-1
[610mrn U Above Ground Access Hole 195 z
I ---JL-- EXCAVATION r4 0 PROJECT DESCRIPTION
Ground Level Ground Level L_ 1-1 44
(ME POLE FOUNDATION SMU12):
WN
U rground Access Hole Vets West Parking Lot
Me I �j
Underground Access Hote L
0 UNILA
IHI LE
(2 Sides) _1 IQ N -MIZAT L
Concrete Backfill (2 Sides) Fontana, CA
5, Precost Concrete Base Custorner/Contractor supplies:
Centrifugolly Spun, Prestressed —Grounding connection
N_e_W_ to system grounding Iuq PREPARED FOR'
FRONT VIEW -Concrete backfill WE VIEW
—Underground wiring
BALLFIELD POLE FOOTING STRUCTURAL DETAIL
Notes: FIELD SIDE —Service entrance A
1. This drawing is not to scole. T.S
2, * This dimension for reference only. Voriances may occur depending on steel pole tolerences, concrete tolerances, galvanizing thickness, hole depth accurocy.
1 Musco provides a bose installation bar, an installation level modified for toper, and installation wedges, CITY OF FONTANA
4. Provisions for ouxiliary equipment such as speaker or security lighting can be incorporated.
5, Copyright 1991, 2005 Musco Lighting. Patents issued and pendIng,
F Y 4ROW 1
M.H. FIXTURES
MUSCO POLE DETAIL NOTE. TWO FIXTURES PUBLIC WORKS DEPARTMEW"
N,T,S, B ON EACH 'B' POI -E 16489 ORANGE WAY'
REQUIRE REFLEC'FORS F"ONTANA, CA 92335
TO BE CHANGED OUT
tJSA ARCH "m A NEW TYPE, COWACT: LUIS VILLALOBOS
NO, VNDL-1"YPE If-- PHONE- (909) 350-6776
250HPS-277V-PTA-DBM FAX- (909) 350-6755
(BRONZE FINISH) -LITHONIA NO. KSF2.-250S--R3--LEX- EX. POLE
TB(277V)—DDB(BRONZE) SHEET DESCRIPTION
(250W HPS, MLILTI-TAP BALLAST) L.ITHONIA M KSF2--25OS-R3-LEX--
TB(277V)-DDB(BRONZE)
STRAIGHT ROUND STEEL POLE (25OW FIPS, MULTI -TAP BALLAST)
NO. RSS--18-4B (0,125" WALL) musco
BOLT CIRC� 8"
BOLT SIZE., 3/4" X 18" X 3"
DETAILS
WEIGH'T: 110 L.BS EPA = M SQ� fq,`� EPA = 2. 0 SQ. FT� PROVIDE FOUR (4)
FINISH AND COLOR TO I.ENGTH 25 5/16' LENGTH 25 5/16 'HOUSE ISME SHIELDS'
MATCH FIXTURE
VDTH 18 1/2' WID�M 18 1/2" IN FOUR TYPE 'A' EX. BM -LAST CABINETS
DEPTH 8 5/16" DEPTH 8 5/16" FIX'TLJRES PER NOTE C-1),
WEIGHT 55 LBS WDIGHT 55 LBS SHT� E— 1 06/30/06
_E PREPARED -
TAMPER RESISTANT DAI
HANDHOLE COVER STRAIGHT' SQUARE STEEI- POLE STRAIGHT SQUARE STEEL POLE
DRAWNG SCALE� 1 =20 _01�
NO. SS --18-4C (0.125" WALL) NO�� SS -18-4C (0J25" WALL)
BOLT COVER (.288 HEAVY GAU0E 17.5 FT� BOUr CIRC: 8` TO 9" 17,5 FT, BOLT CIRC: 8" -ro 9"
POLE POLE
Al UMINUM) WITH BOLT DOWN LID BOLT SIZE: 3/4" X 18" X 3" BOLT SIZE 3/4" X 18'" X 3"'
COLOR TO MATCH POLE WEIG11T. 125 LBS WEIGHT: 125 LBS DRAWN BY� -M H
RNISH AND COLOR TO FINI$H AND COLOR TO
20 M MATCH FIXTURE 20 FT. MA:r,CH FIXTURE
CONCRETE FOUNDAI-ION (TYP E V) NEW CASSION CHECKED BY- R R
2500 LBS @ 28 DAYS
WITH BEVEL TOP FOR DRAINAGE
TAMPER RESISTAN'r TAMPER RESISTANT
"SAND BLAST" FINISH
HANDHOLE COVER
HANDHOLE COVER
80LT COVER BOLT COVER
FINISH TO MATCH POIF FINfI5ZH TO KAA'rrH, Pill P ------
BEFORE D, 'S BEFORE
T�
L
CONDUIT(S) 24" BELOW GRADE, FINISHED GRADE FINISHED GRADE
'YOU DIG
ALL RISERS AND 90* BENDS
I-- 4� 4 1:
Z: =--M— YOU DIG
I A I f
=_77:r 7_�_77-7 177-
, A
SHAL,L BE PVC COATED RGS,
T 1"OLL FREE
J I- I I =
If tf
48pp
4
it
4 �_- A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
CO:NDUIT(S) 24- BELOW (3RADE.
60 60"
CONDUIT(S) 24" BELOW GRADE,
IV A
AU_ RISERS AND 90' BENDS -A
ALL RISERS AND 90' BENDS
ANCHOR BOLTS SHAU. BE PVC COXrED RGS, SHALL BE PVC COAMD RGS.
#3 TIES MIN, 0 12" O.C.� BY MANUFACTLfRER L71-4 L
24 1� --ANCHOR BOLTS ANCHOR BOLTS
18" DIA, WITH 12" LAP, DIA 3 BY MANLJFACT(JRER 3 BY MANUFACTURER
6 Mft #4 VERT. BARS 24" 24pt
6 MK #4 VERTICAL WITH 3--#3 TIES DIA I— DIA
WITHIN TOP 8 INCHES, ONE 8 MR #4 VERTICAI- (ASTMG15,40) 8 MIM #4 VERTICAL (ASTMG15,40) 11 /06/06
#3 TIE Y FROM BOTTOM WITH 6 Nift #4 VERT. BARS--,,,. WITH 3—#3 TIES WTIHIN I -OP 61 MIN. #4 VERT. BARS WIT:H 3--#3 TIES WTHIN TOP
j REMAINDER #3 TIES MAX, 12" O�C� �, 1� - 0 . REEDOORP ENGINEERING
12 fr,:l K 0 FIVE INCHES, ONE #3 TIE 3" RYE INCHES, ONE #3 TIE 3" CONSULTING ELECTRICAL ENGINEERS
_j_ FROM BOTTOM WITH REMAMER -1, WN C14
FROM BOTTOM WITH REMAINDER
#3 -rIES MIN. 0 12" O�C.,-- #3 TIES WN, 0 12" O�C,,
#3 TES MAX, 12" O.C, ft LAP. TIES MAX. 12" O�C� 2061 Business Center Drive, Suite 110 1
-3 CLR. 18" DIA. WITH 12" LAP. 18" DIA. WITH 12 -vine, CA 92612 0)
TO TES 01
(949) 752-1278 FAX�, (949) 752-1287 1
EQUN_D (0
AT1QL_,S,_EC,LI Qtq .1" PI R TO TIFq I P Tn TIT'Q E-MAIL : ee@reedcorp.net 'I
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