HomeMy WebLinkAboutX2007-1320 - MiscJ }bai Jr.
Pc*-- 11-2-(
CITY OF NEWPORT BEACH
BUILDING DEPARTMENT
3300 NEWPORT BLVD
P.O.BOX 1768, NEWPORT BEACH, CA 92658-8915
(949) 644 3275
No. C 6058
Exp.
Project Address: 1 Hoag Dr.
Project Description: 19 Light standards
Number of stories: N/A
Submitted Valuation: $ 12,000
Plan Check No.: 1176-2007
Engineer: John Henkels IV
Plan Check Engineer: Ali Naji, P. E.
Date: June 14, 2007
Occupancy Classification: U2
Type of Construction: V-N
Permit Valuation: $ 12,000
Date filed: June 1ST, 2007
Phone: (909) 428-3700
Phone: (949) 644-3292
• Make the following corrections to the plans.
• Return this correction sheet and check prints with corrected plans.
• Provide a written response to corrections to expedite recheck process.
WARNING: PLAN CHECK EXPIRES 180 DAYS AKI ER SUBMITTAL.
THIS PLAN CHECK EXPIRES ON: November 28TN2007
41sTRecheck: July 25, 2007
TENANT IMPROVEMENT CORRECTIONS
1. Approval is required from:
• Building Department.
• Planning Department.
GENERAL
D ev:.... ES ..heat., to :nel...le a nstr..et:en .n..teria1 .. cificationo f r the p se.i
eenstfetie13. Include list of applicable codes on plans.
418TRecheck: Correction still not resolved. Include applicable codes on the sheet ES1.
Ali Naji, P.E.
anaii@,citv.newport-beach.ca.us
3300 Newport Blvd.
Newport Beach, CA 92658
T: 949.644.3292 F: 949.723.3534
1/2
07/25/07
5 eftable 14 T A ofCBCM 71 Value. 6 elassifcationc listed c ., be used if upportod
by tpil_1 or4 Pr vide ef„e:1 ort ifa oe a1cu1ation..e r ingly
5. Provide legiblo light pole out sheets. Faxed e e ided e illegible.
Provide calculations to justify number & depth of anchor bolts used in installations.
41sTRecheck: One set of submitted calculations was corrected with white -out, the
other set was written in pencil. Provide copies of calculations that are not corrected
with white -out
cler_dt
ight pole location plan shall be wet stamped & signed by the design engineer. Original
signature is required on the detail sheet.
41sTRecheck: Correction still not resolved. Structural calculations, structural plans &
site plan shall be stamped by the design engineer of record. Sheet ES2 shall be stamped
by one engineer.
4_4eturn this plan correction list with your corrected plans. Provide a correction response
sheet, in order to expedite your recheck. Cloud all changes for re -submittal. Please
note that all rechecks beyond the 2ND, shall be charged additional hourly plan check fee.
Ali Naji, P.E.
anaii@eitv.newnort-beach.ea.us
3300 Newport Blvd. 2/2 07/25/07
Newport Beach, CA 92658
T: 949.644.3292 F: 949.723.3534
l!!IUTILITY VauLr•
xd1an of Inc.0 Oldcastle Precast,
www.oldcastle-precast.com
PO Box 310039 • Fontana, CA 92337
May 16, 2007
Drawing No: B10-594-x
Calculation #07-050
Phone (909) 428-3700
Fax (909) 35041518
TH-sse es+LsIl:A cicuLr4TioN5
RtFLET SolL 5 cac Leo)
TA6Le Ig-S-A CON Dl loNS
Structural Calculations
of
24R-LB- 8'-0" Light Pole Base
Hoag Hospital
Newport Beach, CA
CITY OF NEWPORT BEACH BUILDING DEPARTMENT for
*APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED
AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCON IST IT WITH THE ORDINANCES, PANS, AND POLICIES OF THE CITY OF NEWPOIQrII tiolutions
APPROVAL DOES NOT GUARANTEE THAT THESE PLANS ARE, IN ALLRR�pFFFCTS,
DINANCESPLANS AND POLICIES.
THE CITY GE NEWPORT BEACH WITH CITY. BUILDING. R SERVEES ANDZTNING THE RIGHT TO REQUIRE ANY PERMITTTEE TO REVISE THE BUPLC';NG ST,RJCTURE OR IMPROVEMENT AUTHORIZED EY THESE PLANS
BEr'RE. DURING OR AFTER CONSTRUCTION, IF NECESSARY TO COMPLY WITH THE
ORDINANCES. PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH.
by
PER,IIITS'SACKSOWLEDGM_ENT' anise E. Rodriguez
DEPARTUEN7 (SIGNATURE)
SIGNATURE DATE
P L: P.LI� �A O�iKS
t „=F."JICF
checked by
Foundation
enkels, IV
eg E Engineer # C49172
DATE Expires 9/30/08
Pei I of
IIROFESsio
4,9278)
sit% to-7
PAGE OF j y
PROJECT Hoag Hospital
BY ,JU12 L sB,H
Oldcastle
Precast®
PRODUCT 24R-LB 8'-0" Light Pole Base
CLIENT TRC Solutions
DATE 5//4(07 (sbg107
CHECKED
DATE
DESIGN SPECIFICATIONS:
2001 California Building Code
ACI-318-99 - Building Code Requirements for Reinforced Concrete
(LIGHT POLE BASE) MATERIALS:
CONCRETE - Compressive Strength, Pc= 5000 psi
REINFORCEMENT - ASTM A-706, Fy = 60,000 psi
LIGHT POLE: KSS25-5120 (Manufacturer's literature attached)
LIGHT FIXTURE: 2A-AR3 400 (Manufacturer's literature attached)
DESIGN WIND SPEED: 70 mph (CBC 2001, Figure 16-1, attached)
e
DESIGN CLASS OF SOIL (CBC 2001 Table 18-I4)
#csil sand, clayey sand, e
Allowab essure (psf):
Late • g lbs/sgft/ft - 1 0 allowances
#S ciAY, S4NOy c[a9+,stbn ca4Y.•-
pLlowA$c Fet,nio,Meysl P2essr (Psi /000 Par6fillewxNcasy
t,Are4e41. BEARi a& M/s& f rn /00 6+4.651AA v cad
%l-1 f s Qe ✓/SIGN %ZEFLEG7eco ON P. 7
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OLD 315 - R5/05
PROJECT k-F OA C, f-& , e 1 I ,4 L
PAGE •3 OF' L
BY
Oldcastle
Precast®
PRODUCT 2vl g_-L, $ 1-0'W&Hr PG LC {3A 5(
CLIENT TRC �cLvTodds
DATE � 6 /G -7
CHECKED
DATE
DEIe2MjAt_e- ,M0.t4Ct"T At eAsg- aUg "r0 W1pJD
fF%IC wrND ' PCrD 7U n-ip
LAON7 ff% l%E
(%) (7z•S xz�Z s).:1.ci
1.010
22.5" Z.2-•5"
P " 3b S ,
f(xrv%F '8" 11/6w
4N
P= cCC fs J.w
CR - See 5g-t Tell
- i«4- (L/o/-17 f'ce F)
G. (70 r+�ph) - /Z, /a P5l
1.0
P=ct ((4)(iz.(-)((.c)
? =Ce (17. G )
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OLD 315 . R5/05
PAGE OF
PROJECT L-0 A (a f{- o s e i TA
BY J(Z
Oldcastle
Precast®
PRODUCT 2 (..,l a_ L6 a' —off c.1GNT PGLE 1345F
CLIENT i Izc GA/ C.-oTr0Ns
DATE �j l f 4/ 0 7
CHECKED
DATE
WIND ac2Li
d f{»1INIC`-.NT AT- aP of LIGHT QocE &'i-Sf
f}25A Ct pOaLC ARC Mci^�N7
i-T r-T-L35
Q6117 F/XTv'F 3.67 1,2367.64) 7oj,co 24.75 1940E
2.5' (5„47) - 1,°4 I.V (I1.4ti) 22-.‘ 23,75" S37
s, (S„hz) z.o9s 1.101(17.64) 1.43,7 20 27c1
5' (s„/,z) - 2,vg 1.(1(1-7.0-t) y/,5 1S i,2.3
;z.s' (S,./,) = 5.Z4 1.0(-0-7.s4) 17.y G.25 609
2S5 LB
285
4-6,O? FT-I-B
ORE CK- /-10ME727 CAsAc1Ty Ar gos5 5e-CTIQA1 oe
. M/6H2 r'Jt
285 I-g
3'
3'
Mop&NT 4T SOTTopA or: PAN AREA
285 13 (16,7-2r 3't 3') G.33 F7-K
Efir GT62Et /'IOMEfi
1g39,2,2
q-a.
lg0 9.2 ,
4-3
u=o.75G1,1(6.0)]
U= g,01 FT-�
U=o,9p+1,3W
(G33)
3,13 1 T-1c- r geN5
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OLD 315 - R5/05
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Oldeastle
Precast®
PAGE 5 OF/L(
PROJECT 1--0 4 G t-fo 5 e 1 YA
BY JErg
PRODUCT Z, a- -L G 8' - O " t.. I UW T rote- {34 5 e
CLIENT T rZC SGLUTIGNS
DATE 5I1 G /G 7
CHECKED
DATE
Mo/MenfT CA -PA .1.Ty nE y2Jfr e A-T PAW ecTiCN
DVr2E.cl-3C'AJ
441 (5c E FG Low/»G 5t-t7cH
at ate /. s"- o-5"- a. ��s_ V.
Z
3z y" (coNs j
A 5. c- o -2A II*
4M.0- 0,4 (0,30 (GC)[21.1- O.5cl(u.31)(40\
(4)
M� = 2°!.S FT-K. > 8r23 .)
big-fc1 ION i 2
11,73"
b=c/
A, = 2 5 o,c a INS
(pM„ o (Q.f) (6c) Lig 3Y
$)Mt„ =- 3 G, Li '2.3 or
0,5iGG)j
(€0
12_
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OLD 315 - R5/05
PAGE 4. OF j L/
PROJECT i4c14-c, osPIyAAL
BY s t~
Oldcastle
Precast®
PRODUCT 7t.j _ O $'-O" LHT POLE (3ksE
CLIENT Tit soLUTtOAsS
DATE �/ f e / a 7
CHECKED
DATE
EXTREME FIBER
IN COMPRESSION
PLA\ - DIRECTIO\ 1
PLAN - DIRECTIO\ 2
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OLD 315 - R5/05
PROJECT I.}QA-(, tits PiTA L.
BY J E g_
PAGE '� OF , -f
Oldcastle
Precast®
PRODUCT 2 r _LA giro'? L16 NT POLE 64-5er
CLIENT c SoC l/T IG NS
DATE 5/l6 /07
CHECKED
DATE
trouAl0FITlcA/ c-EC - Cc
(NON cone gr2Arnve-9)
a.pcTf0N ISU6,$, 2,
7=275 O3
d (0EP'TtioFt-/1k-OLEb GMT IA/ CA, FTN
lot DtAMEtre OF Foci1A•Co3 =2/
c (7 A n,L & IS- I-,A� 5.5 _ ',St/
5 = I i E (-1-4-6- ' (z) _ $-14-q- 3 Co (.
1°° L— r-ooT ParC 3
/} = 2,3 LI i - 2 LI (2$5
S, b 3(secr't a ( z' )
\ I 0
�,..,n= z 1 t- 11 + M,3' LA 1 {: �_6-I' f 4-�
1 } �t,3b (rB.7')
A s �P
,- •7 0.4I
J,,,,,_- < S,S/
Ct Fog 1A %e L
c L.,4 S S of infaf g
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OLO 315 - R5,05
t
KIM UGHTING
KSS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21A, VL.A, 5X
Post Top Mounted Applications: CCP, CCSP, MX2IP, VLP, SAT, 5SQ
Square Steel Non -Tapered Pole
revision 8/1/99 • kss.pdf
Type: :A
Job: HOAG LOWER CAMPUS
Catalog number: KSS 24 - 51 2 0-COLOR
Pak Car, No.
Manning
See page 2
Pole Finish
11
Optional Duplex Recreack
See page 3
Approvals:
Date:
Page: 1 of 4
Specifications
Conduit
Opening
Presswood
template
Base Cover?
Plan View tO 0Tx\45°
•E—
Longitudinal 0 O,
reference line. Bolt Circle
Orient parallel Diameter
to curb or walkway.
Leveling nut
and washer
, ss'.
;,alp
..`.may_
Concrete
footing o be
designed by
others.
Base Cover
Anchor Bolt
Projection
i
r
Base Detail
I- Grout must be packed
under pole base to insure
full contact with footing
and prevent loosening of
leveling nuts.
Provide a channel through
the grout for drainage from
the pole interior.
Post Top
Mounting
i;
`y
--
Side Arm
Mounting
Y See chart X
onpage2.
Handhole
Base Cover
1E8'
Pole Construction: One piece nortdapered
square shaft of low carbon steel (ASTM-ASOO,
Grade B, 46,000 P51 min. yield) with one
flush -welded vertical seam. Shaft is welded to
a flat steel anchor base (ASTM-36, 36,000 PSI
min. yield).
Base .Cover. Base has a two piece cast
aluminum full cover of 319 alloy, secured by
stainless steel screws.
Pole Cap: A flush -sided cast aluminum pole cap
is provioed fix side ann mounted Luminaires.
Handhole: 18' up from base with a gasketed
cover and ground lug. 2' x 4' handhole
provided on poles up to 16'. Reinforced 3'x 6'
handhole provided or poles 20' and taller.
Anchor Bolts: Four fully galvanized anchor
bolts provided (ASTM-36, 36,000 PSI min.
yield), complete with eight galvanized nuts,
eight galvanized flat washers, and a presswood
templte.
Strength: Poles will withstand wind loads as
fisted in chart (see page 2) when luminaires are
mounted par fixture installation instructions.
Finish: Super TGIC thermoset polyester
powder coat paint, 2.5 mil nominal thickness.
5 stage steel pretreatment to include
phosphoric acid etch, followed by iron
phosphate bath and chromate sealer for
corrosion resistance. Standard colors are Black
(BL-P), Dark Bronze (DB-P), Light Gray
(LG-P), Platinum Silver (PS-P), and White
(WH-P). Custom colors ate available.
CAUTION: Do no install poles without
luminaires or strength guarantee is voided. Any
unauthorized accessories secured to pole shaft
void strength guarantee.
Maintenance: A regularly scheduled
maintenance program must be established to
insure the protective paint coating is intact,
corrosion or structural damage has not
occurred, and anchor bolt nuts are tight.
Failure to do so could lead to eventual pole
collapse and serious personal injury.
01999 Kit UGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA t1718• 380 • TEL 62656E-5666 • FAX' 628t369-2895 5603099213
t
K!M UGHTIHG
KSS
Side Ann Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21A, VIA, SX
Post Top Mounted Applications: CCP, CCSP, MX21P, VLP, SAT, SSD
Square Steel Non -Tapered Pole
revision 8/1199 • kss.pdf
Type:
Job:
Date:
Page: 2 of 4
Standard Features
NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which is Fixture Area
x Drag Factor) are derived from the AASHTO standard (American Association of State
Highway and Transportation Officials). Responsibility lies with the specifier for correct
pole selection based on local codes and standards for the jab location (See page 4).
Pole Catalog No.
Pole
Catalog
Number
KSS104120 10' 4' x 11 ga
❑ KSS12.4120 12' 4' x 11 ga.
0.KSS14.4120 14' 4'x 11 ga.
❑ KSS164120 16' 4'x 11 ga.
❑ KSS20-4120 19.5' 4' x 11 ga.
❑ KSS204180 193' 4' x 7 ga.
KSS254120 25' 4' x 11 ga.
KSS254180 25' 4' x 7 ga.
KSS255120 25' 5'x 11 ga.
KSS25.5180 25' Tx 7 ga.
❑ KSS30.4180 30' 4' x 7 ga.
❑ KSS30S180 30' Tx 7 ga.
X
1'
Bch Anchor
Circle Bolt Anchor
Dia. . ion Bolls
Base Concbit
Cover Opening
Size Dia.
Allowable Pole EPA
Mounting Anangements
*Allowable pole EPA for
jobsite wind conditions
must be equal to or greater
than fixture mount EPA.
7W-8W
7W-BW
7 W. 8 '
7W-8'W'
7'W-8W
7'W-8 W'
7'W' 8'W
7l2.8'W
10-12W
10-12W
7W-8'W
10-12W
3W 3 x1S'+3' 33/4"x8s/esq.
3W 34'x15'+3' 31x8%/esq.
3% 3<'x15'+3' 3'Wx8%'sq.
334' Vex 15'+3' 3'/<'x8s/esq.
3s' 3/: x 30'+ 4' 3'/i x 85/e'sq.
33/e' 3/4"x30'+4' 31/4i x8%'sq.
33/a 34'x 30'+4' 3Wx 8%'sq.
3W 3/.'x30'+4' 3'7+'x8W sq.
37/e' Vex 30P+ 4. 4Wx 12Wsq.
3W 3/'x30'+4" 4Wx125/esq.
33/e' 3/: x 30'+ 4' 3W x 85/e sq.
334 3/.'x30'+4' 43Wx12%'sq.
Post Top
Plan Views:
Mounting: ❑ FM
Kim FdNre and EPA:
AR
EKG401/402
EKG501 -
ET -
MX21 1.7
5SQ/SAT/5X-100 2.0
VL, CC or CCS 17' -
VL, CC or CCS 21" 1.0
VI, CC or CCS 25' 1.2
VI., CC or CCS 29' 1.5
3'
3'
3'
3'
3'
3'
3'
3'
4'
4'
3'
4'
70'91
29.3
233
193
15.6
10.1
16.4
5.7
10.4
10.
18.5
6.2
12.1
ID ❑B
1.2 2.4
2.1 4.2
2.8 5.6
1.8 3.6
2.1 4.2
2.7 5.4
0.9 1.8
1.2 2.4
1.5 3.0
1.8 3.6
Wind Map Gusting
Steady Wind
Wind Equivalent
80/104
21.9
173
14.0
11.0
6.7
11.5
3.1
6.7
6.7
12.6
3.4
75
Side Arm
❑L
2.0
3.5
3.8
2.6
3.8
1.6
2.2
2.7
3.3
90/1 7 100/130
16.8
13.
10.3
7.9
4.4
8.2
1.4
4.2
4.0
8.6
1.4
4.4
13.1
10.1
7.7
5.7
2.7
5.8
2.5
2.0
5.8
2.2
3.2
4.5
6.1
4.1
5.1
2.5
3.4
4.3
5.2
3.9
5.0
6.6
4.7
6.0
6.4
2.8
3.9
4.9
5.9
C 1999 KIM I-4 We INC. • 60. BOX 80080. CITY OF INDUSTRY. CA 817td'0080 • TEL: 628R66'586e •FAX: 626/369.2685
7//
s.
WM LIGHTING
Type: A
Job: HOAG LOWER CAMPUS
Catalog number: 2*/AR3/400PMH /COLOR
Fivnne Electrical Mrdule Finirfi Opxen Optional
See pages 3-4 Vertical
See page 1 slipirtner Mdmt
Set page 5
Select pole from Kim Pole Catalog. If pole is provided by others indicate U.D. for arm lining.
AR
The Archetype®
revision 3/17/03 • ar.pdf
Approvals:
Date:
Page: T of 5
Specifications
150 to 400 watt.
Mogul Base Lamps
Maximum Fixture weight (400KPS) = 45 Ib
Q s°
1-2•
Arm
cross-section
Hubbell
Ltahttng; hrc.
I
8"
F
16"
Housing: One piece low copper (less than .6%) die-cast aluminum
alloy with integral cooling ribs over the optical chamber and electrical
compartment. Solid harrier wall separates optical and electrical
compartments. Double -thick wall with gussets on the support -arm
mounting end. Housing forms a half cylinder with 55° front face plane
providing a recess to allow a flush singleJatch detail. All hardware is
stainless steel orelectro-zinc plated steel.
Lens Frame: One piece low copper (less than ,6%) die-cast
aluminum alloy lens frame with 1" minimum depth around the gasket
flange. Integral hinges with stainless steel pins provide no -toot
mounting and removal from housing. Single die-cast aluminum
cam -latch provides positive locking and sealing of the optical chanter
by a one piece extruded and vukanlzedsilicone gasket. Clear 3ie thick
tempered glass lens retained by eight steel clips with full silicone
gasketing around the perimeter.
Reflector Module: Specular Alzak° optical segments are rigidly
mounted within a die-cast aluminum enclosure that attaches to the
housing as a one-piece module. Reflector module is field rotatable in
90° increments. HPS and PMH sockets are porcelain 4KV pulse rated
mogul base, MH socks are porcelain mogul base, pin -oriented, with
molded silicone lamp stabilizer. All reflector modules are factory
prewired with quick -disconnect plug and include silicone seal at the
penetration of the internal barrier wall in the luminaire housing. '
Electrical Module: Atl electrical components are UL and CSA
recognized, mounted on a single plate and factory prewired with
quick -disconnect plugs. Electrical module attaches to housing with
no -tool hinges and latches, accessible by opening the lens frame only.
All ballasts are high power factor rated -20•F. starting.
Support Ann: One piece extruded aluminum with internal bolt guides
and fully radiussed top and bottom. Luminaire-to•pole attachment is by
internal draw bolts, and includes a pole reinforcing plate with wire strain
relief. Arm is circular cut for specified round pole,
Optional Wall Mounting: Fixture mounted to poured concrete walls
only, A modified support anti is provided with side access to allow field
splices within the arm. Await embedment bracket is provided to accept
draw bolts, and a trim plate covers the wail ,.inb..cLk.d Junction Box.
All wall mount components are finished to match the fixture.
NOTE: junction Box in wall must provide adequate fixture suppon.
See NEC sections 370-13, 17 and 4t0-14, 16.
Finish: Super TUC thermoset polyester powder coat paint, 2.5 mil
nominal thickness, applied over a chromate conversion coating; 2500
hour salt spray test endurance rating. Standard colors are Black, Dark
Bronze, Light Gray, Platinum Silver, or White. Custom colors are
available and subject to additional charges, minimum quantities and
longer lead times. Consuk representative.
Certification: GI. Listed to U.S. and Canadian safety standards for wet
locations. Fixture manufacturer shall employ a quality program that is
certified to meet the ISO 9001:2000 standard,
CAUTION: futures must be grounded in accordance with local codes
or the National Electrical Code. Failure to do so may result in serious
I per anal injury.
2003 Knat L16HTRVG WC, • P.O. SOX 60060, CITY OF INDUSTRY. CA 01776.0080 • TEL: 6261988-5668-•-6Ax:-.02. 1 9 2845 5800403078
t
KIM IIGHTUIG
Type:
Job:
Standard Features
AR
The Archetype®
revision 3/17/03 • ar.pdf
Page: 2 of 5
Mounting
3Y configuration is available
for round poles only.
Plan View:
MIF,:111
EPA: 1.2 2.4 2.0 3.2
Cat. No.: 01A 28 D.2L E3T
Wall Mount
3.2 3.9 n/a
03Y 04C n1W
Fixture
Cat. No. designates fixture
and light distribution.
See the Kim Site/Roadway
Optical Systems Catalog for
detailed information on
reflector design and
application.
—
C
...-
421
! 1
Full
\•/
/\
Flat Lens
Light.Distrihution:
Cat. No.:
TypeIt TypeH{
Full Cutoff - II Cutoff
fAR2 �.AR3
TypeIV
Forward Throw
Full Cutoff
0AR4
TypeV
Square
Cutoff
=_iAR5
Electrical Module
HPS = High Pressure
Sodium
MN = Metal Halide
PMH = Pulse Stan
Metal Halide
-4141
t�)
Lamp Lamp Line
Watts Type Volts
Cat. Nos. for
Electrical Modules available:
❑ 150HPS120 2250HPS120
❑ 150HP5208 !Li 250HPS208
Li 150HPS240 ! [ 250HP5240
0150HPS277 250HPS277
❑ 150HPS347 i kJ
J 250HPS347
C' 150HPS480 _' 250HP5480
i EJ 400HPS120 i "-175MH120
❑ 400HP$208 I 0 175MH208
; Li 400HPS240 i J 175MH240
Li 400HPS277 _ ' 175MH277
i !LI 400HPS347 . ._175MH347
j LI400HPS480 I J 175MH480
Lamp
E-23Y2, Clear E-18, Clear
i
j E-18, Clear t BT-28 or
ED-28, Clear
Socket
Mogul Base 'i Mogul Base
i- Mogul Base 1 Mogul Base
: Pin -Oriented
ANSI Ballast
Type
5-55
0250MH120
0250MH208
0 250MH240
250MH277
❑25014H347
0250MH480
}S50
_
'400MH120
D400MH208
D 400MH240
i ,_; 400MH277
! D 400MH347
i :400MH480
i 5-51 i M-57
-,250PMH 0 _ '400PMH120
E25OPM 1 El 400PMH208
J 250PMH 1 7 400PMH240
0 250PMH277 400PMH277
0250PMH347 1 [3400PMH347
Ci250PMH480 I 3400PMH480
400 HPS 277
Lamp
Socket
BT-28 or
ED-28, Clear
ED-28, Clear
Mogul Base
ED-28, Clear
Mogul Base
Pin -Oriented
Mogul Base
ANSI Ballast j
Type
58 1 M-59 irM-138
! M-135
I
Finish
Super TGIC powder coat
paint over a chromate
conversion coating.
Color: Black ark Bronze
Cat. No.: 0 BL-P .; DB-P
'Custom colors subject to additional
Consult representative. Custom color
Light Gray Platinum Silver White Custom Color'
:7 LG-P i PS-P E WH-P IT CC-P
charges, minimum quantities and extended lead times.
description.
® 2003 KM LIGHTING INC. • P.O. sox 60000. CITY OF INDUSTRY, CA 91716.0060 • TEL: 626968-5666 • FAX: 626/369-2695
5600403076
FIGURE 161
20o1 cAupoRNLA BUILDINO COVE
100 SO es
1. 01101,01J010111101WEEN MO MOS1ocanamsuaooauec
n. Ttno.NUM arwww�cwmuneNaoawu11EMOM paara.sa®
I. Tern FOR MAIM N RM1nOa0 maw'
ano w1111C MMIEMO
a CONCUR. nlAelnl®109E001OTAIREIW01 MCCat'M1ttMC MNENIsf Mac
CONCUR.
FIGURE 161—MIRBIUII BASIC WIND SPEEDS IN NILES PER HOUR (x 1.611or Ianrh)
246
•
NiCHOR BOLTS
4 PLACES
PLAN VIEW
TGN SAWTLUFT
CENTERED IN BASE
8
SIDE VIEW
1
A
GNAWER AROUND
TOP EDGE
1'0 5 36' Y 4' ANCHOR BOLTS
4 PLACES
PVC w ?Cr TOTN
caWT TO BE PVEE0 AT
DAS LOCATION iW01g1 PVC
'Litt NLVINON I PAIL 11JT tLI
STRUCTURAL NOTES.
MATERIALS:
- CONCRETE - 9B DAY COMPRESSIVE STRENGTH I'C = 5000 PSI
- R051R - ISTY A 706 CRIOE 60
SECTION VIEW A -A
ROTATED 45'
SEE CRANING 010-594-2 FOR REINFORCEMENT
PRE -POUR 'COX DATE MS 24B-LB E B'-0' LABNT POLE BASE RWNOATON
POST -POUR XMMM COTE MMMM
DRAWN 010 WEE/10�J NCI➢ HOSPITAL AMONG LOT
CHECKED MM.XM SCALE df4i1'-0' NEWPORT BEAU. G. 92660
SALESPERSON IN PAGE '1 OF 2 5.0./ 60167 (LINE/ XXMX
WEIGHT SEE TIRE COST, IRG SOLUTIONS 1 OYIC NO. 81 0 — 594 —1 REV
THIS DOCUMENT I6 THE RUPFIGY OF
OLOCASTIE PRECAST, INC (15 SUBYTIEO
FOR REFERENCE PURPI ES ONLY AND SHALL
HOT BE USED IN ANY WAY INJURIOUS TO TILE
INTERESTS Af SNO COMPANY.
COPYRIGHT cppsscos oldwIN Precast. Mc.
NI Rights R..vv.S
UIV1
UTILITYVAULT' d adcasue Precast
AYrW Mw.YM/ 4-44.N/ wgdn • Wd. ./.e.n • le W' OW M1o.4
•
A
PLAN VIEW
—i
_ —
I
)1___
r
I
R9'
S'-6'
SECTION VIEW A -A
NMINION I OIL I NV wr
STRUCTURAL NOTES:
W1ERULI:
- CZNCREIE - ]B DAY COWRESENE STRENGTH I'C a 5000 PS
- REDIR - A$IY A 706 GRADE 60
HOOP DETAIL
5EE DRAWING 610-551-1 FOR PRODUCT
REIM SCHEDULE
BrA 1C
A
A
Elne
PM}
EL 21'0 CO HOOP
ft OR M
AN
6N
ow Lai axon
BILL Of MATERIALS
SIZE
2
W
PRE -POUR %%%N CM MIX 24R-L13 % E'-0' LIGHT POLE SASE EIXWM➢ON - REINFORCING
POST -POUR MIX DATE MI% NOAG NOSKI& PARKING LOT
0RMYN DLO OPT 5 10/07
CAMEO XMX SCALE 3/CA '-O' FLYWAY BUCH. CA 92160
SNESPERSOI TN PAGE 2 OF 2 S.u.E 10167 I LMEI IT
NEW SEE mu OUST. 1RC BaMORE 0'"O NOB 10-594-2 __
PIS 9LCINENT 6 THE PROPERTY OP
OLDCASTE PREflii. INC 6 6 EMOTED
FOR REFERENCE PURPOSES ONLY N0 SHALL
NOT RE USED M NO' WAY WM0OS to THE
MERESR of AM OOYPNIY.
COPIWONT 2007 OYeeaW PYamM. Me.
NI 6 109 RRLOrve6
IUIv
UTILITY VAULT' ear . o Oldcastle Precast
wW wmi Cardisal Asses.. Immo. • Ie•w • In ••_• • 1— p. 0.
1151
UTILITY VAULT"
a division or Precast, Inc.
www.oldcastte-precast.com
PO Box 310039 • Fontana, CA 92337
May 17, 2007
Drawing No: B10-595-x
Calculation #07-051
Phone (909)428-3700
Fax (909) 350.8518
TWESEE ReVisen C4LCtA.Ay/ONS
gEGLECT So,LaS CBG -zoo
-rAaLtr IB-T-A cast( olds
Structural Calculations
of
24R-LB- 6'-6" Light Pole Base Foundation
Hoag Hospital
Newport Beach, CA
CITY OF NEWPORT BEACH BUI'L["
nF THESE PLANS DOES NOT Ger ='
CONSTRUCT ANY BUILDING Ir
9CES, PLANS, AND POLICIES O°
NOT GUARANTEE THAT THESE
R CITY BUILDING, AND ZONING 0?'
PORT BEACH RESERVES THE RIB
DII(G STRUCTURE OR IMPROVEM8R
CRAFTER CONSTRUCTION, IF NE' 'S
',NS AND POLICIES Of THE CITY OF NE'.
cCK"OWLEDGMENT:
SIGNATURE
TIUT for
< Oa IMPI.IEO
^, ,LTENT
T,f
TESouti
LITi KIPS.
ANTLEE TO
LP,
Y 'WITH TI[Ey
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED
AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT
i^N-tiHE ORDINANCES, PLANS, AND POLICIES OF THE CITY OF NEWPORT BEACH, THIS
APPROVAL DOES NOT GUARANTEE THAT THESE PLANS ARE, IN ALL RESPECTS, IN
CC o IA^ CE WITH CITY, BUILDING, AND ZONING ORDINANCES, PLANS AND POLICIES.
THE CITY ONEWPORT BEACH RESERVES THE RIGHT TO REQUIRE ANY PERMITTEE TO
REVISE TEE BUILDING STRUCTURE OR IMPROVEMENT AUTHORIZED BY THESE PLANS
BEFORE, DUPING OR AFTER CONSTRUCTION, IF NECESSARY TO COMPLY WITH THE
ORDINANCES. PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH.
(SIGNAH Jose E. RodrigneTzEE'S ACKNOWLEDGMENT:
rnrE DEPARTMENT SIGNATURE DATE
FOPLIC WORKS
lichisekedby GENERAL SERVICES
FIRE
(SIGNATURE)
GRADING
Jobs—BrSenkels1NNfl
Lao,€aEidrP
RegiSteed -civil Engineer # C491'I2
BY: °f�T' Exp ree 9/30,�OS
of I�
APPROVAL TO ISSUE
DATE.
PAGE Z OF N
Oldcastle
Precast®
PROJECT Hoa: Hos I ital
PRODUCT 24R-LB 6'-6" Light Pole Base
CLIENT TRC Solutions
CHECKED
DATE
DESIGN SPECIFICATIONS:
2001 California Building Code
ACI-318-99 - Building Code Requirements for Reinforced Concrete
(LIGHT POLE BASE) MATERIALS:
CONCRETE - Compressive Strength, fc= 5000 psi
REINFORCEMENT - ASTM A-706, Fy = 60,000 psi
LIGHT POLE: KSS16-4120 (Manufacturer's literature attached)
LIGHT FIXTURE: 2A-AR3 175 (Manufacturer's literature attached)
DESIGN WIND SPEED: 70 mph (CBC 2001, Figure 16-1, attached)
DESIGN CLASS OF SOIL (CBC 2001 Table 18-I-p5
r . d, clayey s.. •,
Allowabl
(psf): 1,501 . .,. es
bearing lbs/sgft/ft - i owances)
0 S cutli 64/uo9 CIA)? sari cbty ...
ALLELE aa-ralN Pesssua CPsProod PsF G-A-UOW•41% [AZ
t.Mrent ¢.54val e Leis /sal,. Pr/ E- /00 (-r 4L1cwA-gv GEM
7.0.1s ,?Etas L or l Ret-.r (-flan oN P. 7
www.oldcastleprecast.com
OLD 315
R5/05
PAGE 23, OF
Oldcastle
Precast®
PROJECT .t.tO A-(,. kiC) P (TA A- L
BY J E/Z
PRODUCT 'Z Vl t-Le GI— 6" Ll6Fit PILE e,-r
CLIENT 7 az 4, sec t, rr 0 5
DATE 517/07
CHECKED
DATE
PET Efa-M r Mo,&AEAJ-r ,a-r GA-sE aF
,4 51 C.
WIND 5Pecoo 7C)frlPLI
�rIK F�XTvarfii2+sn\
LI az e, ga_
(4.� ?P5
pot_6 DvE
1-v IA./UV!)
22.5 ## 22 5
F1xTU21;5 g t-1-16r1
p-cect2s Iv.)
C� - 5EE S=ETcH
et_ - ). (G /6H7 Pct.. & )
w C=1.0.6 pz d o 12, G P 5t=
Sw=l.o
P=c.e_(t w)()2.6j(I.c)
? - Ct 0-7.64,
www.oldcastleprecast.com
OLD 315 - R5/05
PAGE 9 OF / G/
PROJECT 40,4 G 14-0S P 1 FA L
BY C
Oldcastle
Precast®
PRODUCT Z `( g - Lg e i _ 6" Li �1*T POLE 3A5E
CLIENT T fac 4c> UT 1 o AJ s
DATE s/i 7 0 7
CHECKED
DATE
WIN l5 (✓OttCti t ,AoA&EP-1 Al TOP Ob- LIv41I pCLE &2t5L
42E,4 Le_ 'Fo2cI= .4 ail-1 Nta SEA.;
LlGN7 FtWT6lpE 3.L7 1,'3(1t.04) T;.2 15.-1 114?
13.9 ZOOZ.SI;('i'%)-) = o-qN 1,1 1'f•61n) 18.i \','1 , 't-'fi
12,5. (1-111 i2. 11,l-7 I,01001.6t1) •-8 Co.25 \'188
9s 1t.S/
-10
C-NEc1'- koJ^ENI CAPACITY AT SMALLEST"
LlGH7 7Oc- p 4s�
-rt" F T - L4
B97 Game oL0
(Zoe,S s cTic M C
Mahe PT AT BGTTOM OE PAN it -fa A —
CIO L3 (l l • S' + 3 `-r 31) _ "2 • ET-
FAGTO(LC1)
Ig0g2.1-
R-2
(909.2.2
Q-3
frc>/--,ENT
=G ZS (I.LA ci + l� L t1.n
su.-S (1,- (z.48))
U 320 FT-K.
U= 1.3(2.c1��
U~ 3.87
www.oldcastleprecast.com
OLD 315 - R5I05
PAGES OF I q
PROJECT .1jp.q,s RGSPITAL
BY S� R
Oldcastle
Precast®
PRODUCT 'PRODUCT 2__Lite_LB 6t-6" LIGHT POLE <SA'sF
CLIENT 'TLC so L u T tO /V G
DATE t 7 /G 7
CHECKED
DATE
M&MeJJT CAPAciTy OF 6.4sc Ar Pff-N 5EC- IQN
N1LECT\ON tP\
(stc F-OLL.Owt,uc, SLerc+;)
el= 2\-1"-1,5"—o,s"—G.bas" = 2-I.1'
4 Lco✓L5
A.; *1"5-o.31 HNa
C inlet' Ott! L0.31) (&o)
z
Zl,l 5 q (9.11)(40)
s (L4)
5 l Ec T 1 o N
U.3 8'/
b; 7„
Ah = 21 qua
Mn= O.o/ (o,62) (Go) 11.38- o.s (o.va) (6c,) 1
5-0) _ 1 Z
Q�Mn= 30, 1.8 7 ar
www.oldcastleprecast.com
OLD 315 - R5/05
PAGE (p OF It,l
PROJECT WI 4- G o s e I T/f L
BY Jr: ?
Oldcastle
Precast®
PRODUCT 2t4 Q" L13 6'-6" Li Go ect-E 6Ast
CLIENT T C ,c t. UT I O N
DATE < f 17 JO 7
CHECKED
DATE
EXTREME FIBER
IN COMPRESSION
PLAN - DIRECTION 1
PLAN - DIRECTION 2
www.oldcastleprecast.com
OLD 315 - R5/05
Oldcastle
Precast®
PROJECT l 0 As (-4.05 P I TA L
PRODUCT zq fZ-u bt-bir Lit,HT POLE QASE
CLIENT T YS C SCC- U T I a N S
PAGE 7 OF/N
BY J c i� ` _Tag
DATE 5//7/07 ur/t g)07
CHECKED
DATE
ECU Alb,A T I o N C ftt C K C S C
(NON CoNSTAA(MC $>
li O
111.5 r
2,c'
N'
Lq
�Cc,T(o1A 180b,g.2.�
('70 Le
Ibj = ntAh1cTC,C oG: FeoTtivc, = Z�
, (TALE 18-1-A1 N' > I,33
/0 0 3
1. 3 3 (-445r) z) Met 764.
pocii NOTE '.>
A =
S, tv
3 H (no)
2loy( z )
Z (1 +�I (+
3,1!
mot, 36Li it
p J1
(CZ-A55 &r= MAret2 4L•e/
77__C
t
-z frA4 [I
2 pfer
0 ,7.5
www.oldcastleprecast.com
OLD 315 - R5/05
t
KIM UGHTVIG
KSS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21A, VLA, SX
Post Top Mounted Applications: CCP, CCSP, MX21P,VLP, 5AT, 5S0
Square Steel Non -Tapered Pole
revision 8/1/99 • kss.pdf
Type: c
Job: HOAG LOWER CAMPUS
Catalog number: %SS 1 6-4120 -COLOR
Pole Ca No. Mounting
page 2
Pok Fein
Optional Dopler Recepl•ck
sit Para
Approvals:
Date:
Page: 1 of 4
Specifications
Conduit
Opening
Presswood
template
Base Cover?
Plan View O 0.< 45°
Longitudinal O O
reference line. L Bolt Circle
Orient parallel Diameter
to curb or walkway.
Leveling nut
and washer
Base Cover
Anchor Bolt
IProjection
Tr
- '-Groutmustbepacked
under pole base to insure
v -1_..,„..,,,,.furl contact with footing
Concrete \ and prevent loosening of
footing to be \ leveling nuts.
designed by Provide a channel through
others. the grout for drainage from
the pole interior.
I Post Top
Mounting
Base Detail
Side Arm
Mounting
Y See chart X
on page 2.
Handhole
Base Cover
Pole Conatnictlon: One piece non -tapered
square shaft of low carbon steel (ASTM-A500,
Grade B, 46,000 PSI min. yield) with one
flush -welded vertical seam. Shaft is welded to
a flat eel anchor base (ASTM-36, 36,000 P51
min. yield).
Base Cover. Base has a two piece cast
aluminum full cover of 319 alloy, secured by
stainless steel screws.
Pole Cap: A flush -sided cast aluminum pole tap
is provided for side ann mounted luminaires.
Handhole: 18' up from base, with a gasketed
cover and ground lug. 2' x 4' handhole
provided on poles up to 16'. Reinforced 3'x 6'
handhole provided on poles 20' and taller.
Anchor Bolts: Four fully galvanized anchor
bolts provided (ASTM-36, 36,000 PSI min.
yield), complete with eight galvanized nuts,
eight galvanized flat washers, and a presswood
template.
Strength: Poles will withstand wind loads as
listed in chart (see page 2) when luminaires are
mounted per fixture installation instructions.
Finish: Super TGIC thermoset polyester
powder coat paint, 2.5 mil nominal thickness.
5 stage steel pretreatment to include
phosphoric acid etch, followed by iron
phosphate bath and chromate sealer for
corrosion resistance. Standard colors are Black
(BL-P); Dark Bronze (DB-P), Light Gray
(LGP), Platinum Silver (PS-P), and White
(WN-P) Custom colors are available.
CALJT10H: Do not install poles without
luminaires or strength guarantee is voided. Any
unauthorized accessories secured to pole shall
void strength guarantee.
Maintenance: A regularly scheduled
maintenance program must be established to
insure the protective paint coating is intact,
corrosion or structural damage has not
occurred, and anchor bolt nuts are tight.
Failure to do so could lead to eventual pole
collapse and serious personal injury.
0 1$01,KIM UJG1124e 02C. • @O. BOX 60080, city OF INOUSTRY. CA 917160060 • TEL-:-626.3685666 • FAX: 626269-2695 5605099213
RIM LIGHTING
41.
KSS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21 A, VL.A, 6X
Post Top Mounted Applications: CCP, CCSP, MX21P, VLF, SAT, 5S0
Square Steel Non -Tapered Pole
revision 8/1/99 • kss.pdf
Type:
Job:
Date:
Page: 2 of 4
Standard Features
NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which is Fixture Area
x Drag Factor) are derived from the AASHTO standard (American Association of State
Highway and Transportation Officials). Responsibility lies with the specifier for correct
pole selection based on local codes and standards kw the job location (See page 4).
Pole Catalog No.
Pole
Catalog
Number
11-2 KSS104120
KSS12.4120
�1KSS144120
KSS164120
C KSS204120
KS3204180
u KSS254120
G KSS25.4180
KSS256120
KS5256180
O KSS304180
KSS30.6180
Bolt Anchor
X Y Circle Bolt Anchor
Dia. Pkjratiun Bobs
10' 4'x11ga. . 7 8
12' 4"x 11 ga. 7W-BW
14' 4' x 11 ga. 7'/ -B'h'
16' 4" x 11 ga.
19.5' 4'x 11 ga. 71/21-81/2"
19.5' 4'x 7 ga 71/21-81/2'
25' 4' x 11 ga. 71/2'41721
25' 4'x 7 ga. 71/2"-81/1
25' 5'x it ga. 10'-12W
25' 5'x7ga.-101-12W
30' 4'x 7 ga. 7'W-8'/2'
30' 5"x7ga. 10"-12'/
Base
Cover
Size
Conduit
ding
3W 3/: x 15'+ 3' 3'/41 x 85/1 sq.
3%" 3/;x15'+3' 3%+x8%'sq.
3W Wx 15'+3" 31,4"x8sh'sq.
3W 2/: x 15'+3' 37;x8%isq;
3W 3A'x30'+4" 3'/a'x8%sq.
33h' x30"+4" 31/4"x85/a sq.
33h' 3/i x30'+4' 3%; x85/e sq.
3W 3/;x30'+4' 31/;x85/9'sq.
3%9' 3/"x 30"+4' 4Wx 125/i sq.
3 %9' W x 3 0" + 4' 4 W x 12 5/i s q.
3W 3/i x30"+4' 31/4'x8%'sq.
3%' Wx 30'+4' 4%'x 125/isq.
3'
3'
3'
3'
3'
3'
3'
3"
4"
4'
3'
4'
Allowable Pole EPA
10,91
29.3
23.5
19.3
15.6
10.1
16.4
5.7
10.4
10.8
18.5
6.2
12.1
Wind Map -I
Steady
Wind
80/104
21.9
17.3
14.0
11.0
6.7
11.5
3.1
6.7
6.7
12.6
3.4
73
Gusting
FWival
Equivalent
90117 100/130
16.8 13.1
13. 10.1
10.3 7.7
7.9 5.7
4.4 2.7
8.2 5.8
1.4 -
4.2 2.5
4.0 2.0
8.6 5.8
1.4 -
4.4 2.2
Mounting Arrangements
'Allowable pole EPA for
jobsite wind conditions
must be equal to or greater
than fixture mount EPA.
Post Top
Plan Views: „
Mounting: ❑ FM
Kim Fixture and EPA:
AR -
EKG401/402
EKG501 -
ET -
MX21 1.7
5SQ/SAT/5X-100 2.0
VL, CC or CCS 17'
VL,CCorCCS21` 1.0
Vt., CC or CCS 25' 1.2
VL, CC or CCS 29" 1.5
Side Arm
F 1
`a ❑B
1.2 2.4
2.1 4.2
2.8 5.6
1.8 3.6
2.1 4.2
2.7 5.4
0.9 1.8
1.2 2.4
1.5 3.0
1.8 3.6
min 411
❑L. LT QC
2.0
3.5
3.8
2.6
3.8
1.6
2.2
2.7
3.3
3.2
4.5
6.1
4.1
5.1
2.5
3.4
4.3
5.2
3.9
5.0
6.6
4.7
6.0
6.4
2.8
3.9
4.9
5.9
19991MM UGt{TING INC. • P.O. BOX 80089. CITY OF INDUSTRY. CA 917*0080 • TEL:
8 • FAX: 629369-2695 5005099213
Select pole from Kim• Pole Catalog. 0 pole is provided by others indicate O.D. for arm fining.
t
KIM LIGHTING
Type: c
Job: HOAG LOWER CAMPUS
Catalog number: TA/AR3/175PMH/COLOR
Mtg, fixture Electrical Meduk Finish Opliom Otnigat
See pages 3-4 Venial
See page 7 e er Mount
See pee 5
The Archetypee
revision 3/17/03 • ar.pdf
Approvals:
Date:
Page: tof5
Specifications
150 to 400 watt
Mogul Base Lamps
Maximum Fixture weight (400HPS) = 451b
!I6
4i-2'
Arm
cross-section
Hubbell
Lottng, tee.
F
16"
Housing: One piece tow copper (less than .6%) die-cast aluminum
alloy with integral cooling ribs over the optical chamber and electrical
compartment. Solid barrier wall separates optical and electrical
companmenb. Double -thick wall with gussets on the support -arm
mounting end, Housing fors a half cylinder with 55° front face plane
providing a recess to allow a flush single -latch detail. All hardware is
stainless steel or elettro-zinc plated steel.
Lens Frame: One piece tow copper (less than .6%) die-cast
aluminumalloytens frame with 1' minimum depth around fie gasket
flange. Integral hinges with stainless steel pins provide no -fool
mounting and removal from housing. Single die-cast aluminum
cam -latch provides positive locking and sealing of the optical chamber
by a one piece extruded and vulcanized silicone gasket Clear 3', thick
tempered glass lens retained by eight steel clips with full silicone
gasketing around the perimeter.
Reflector Module: Specular Alzale optical segments are rigidly
mounted within a die-cast aluminum enclosure that attaches to the
housing as a one-piece module. Reflector module is field rotatable in
90° increments. HPS and PMH sockets are porcelain 4KV pulse rated
mogul base, MH sockets are porcelain mogul base, pin -oriented, with
molded silicone lamp stabilizer. All reflector modules are factory
prewired with quick-dsconnect plug and indude silicone seat at the
penetration of the internal barrier waft in the luminaire housing.
Electrical Module: All electrical components are UL and CSA
recognized, mounted on a single plate and factory prewired with
quick -disconnect plugs. Electrical module attaches to housing with
no -tool hinges and latches, accessible: by opening the fens frame only.
All ballasts are high power factor rated -20°F, starting.
Support Arm: One piece extruded aluminum with internal bolt girkles
and fully radiussed top and bottom. Lumiraire to pole attachment is by
internal draw bolts, and includes a polereinforcingplate with wire strain
relief. Arm is circular cut for specified round pole.
Optional Wan Mounting: Fbmrre mounted to pouted concrete walls
only. A modified support ann is provided with side access to allow field
splices within the ann. A wall embedment bracket is provided to accept
draw bolts, and a trim plate covers the walternbedded junction Box.
All wall mount components are finished o match the fixture:
NOTE: )unction Box in wail must provide adequate fixture support.
See NEC sections 370-13, 17 and 410-14, 16.
Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil
nominal thickness, applied over a chromate conversion coating: 2500
hour salt spray test endurance rating Standard colon are Black, Dark
Bronze, Light Gray, Platinum Silver, or White. Custom colors are
available and subject to additional charges, minimum quantities and
longer lead times. Consuk representative.
Certification: UL Listed to US. and Canadian safety standards (or wet
locations. Fixture manufacturer shall employ a quality program that is
certified to meet the 150 9001:2000 standard.
CAUTION: Fixtures must be grounded in accordance with local codes
or the National Electrical Cade. Failure to do so may result in serious
personal injury.
C 2003 KIM LIGHTING WC. • P.O. 9Ok 5(a50, CRY OF INDUSTRY, CA 9171e•0080 • TEL: 625I968-5666 • FAX: 6T/369 z895 5800403076
FIGURE 16-1
2001 CALIFORNIA BUILDING CODE
100 go so
2-36
MOIL
I. ISSN ISIUSE ATON OMCSPEW COIDM�CONTOURSM REGIONS
2 GWIOIIN POOFNMD9P®WUTCU1 MM AND THE
IOIa 0RNASAIB ADAM
S. MVO OM PORMMYMRMI, MEMO RICO04 MiMO111E11CC MIIYae■H4
♦ 1MIDM�DMR/BEAWUY® TO WSTMrenwmine WA81LaIEAM THE NEAlE8rINLAND
CONTOUR.
FIGURE 164—MINIMUM BASIC WIND SPEEDS IN MILES PER HOUR (x 1.61 for Km/h)
ANCHOR sous
4 PLACES
PLAN VIEW
Ncr;1H-z--"t
10N SRIRL/T
CENTERED 04 BASE
SIDE VIEW
A
CNnufEN .HOUND
TOP EDGE
1 x X- X 1- M1010R BOLTS
4 PLACES
PM0 w/ Caw1LL(60
1 100
GONNA TO RE PLACED AT
THIS LOCATION THROUGH M
IL1R1 REVISION
I DAIL f VIJCfut
STRUCTURAL NOTES:
MATERIALS,
- 0060&lE - 20 DAY CGIME551VE STRENGTH CC s 5000 P54
- RE66R - ASIM x 706 GRACE 60
SECTION VIEW A -A
ROTATED 45°
SEE CRANK 610-885-1 FOR 061650RCfuENt
PRfi-POUB Wxx 061E EX" 21R-LB x 6'-6' UGHT POLE BASE FOUNDATION
POST -POUR xxxx 061E xxxx
C 6WN DEB DATE 5/10/0J H01G HOSPITAL MOD G 01
rowrxfo IOlxx • LE 3/4"-1'-0' NEMPOR REACH, GA 51860
SALESPERSON 1N PILE I K 2 05.01 8 187 ILINE/ xxxx REy
WEIGHT SEE TABLE OISE. ARC SGL.U,ioNS HR,C NO -el 0— 595— 1I--
M6 DOCUMENT 6 1NE ROPENIY Cf
OLOCASTLE PRECAST, INC IT 6 SUMMED
FOR REFERENCE PURPOSES ONLY MO SHILL
NOT BE USED IN ANY WAY INJURIOUS TO THE
W1ERE510 Of SAID CMBJNY.
COPYRIGHT 02007 OEc001N Pt.cco& Inc.
All Rights RCRUW6
ILIVJ
UTILITY VAULT; 0 adcutle precast
ANN../ _0Nas6t 6N 4,1016Ms6S6 • u.os. • C.1.. • RN G... • RwpN • sM. w....
A
PLAN VIEW
SECTION VIEW A -A
µHI4
CYNIC E 0AIt 1 BY tar
STRUCTURAL NOTES:
wnRws
CONCRETE - 25 OAT COYMESSIYE STREROTH EC - 5000 PSI
- PERM - ASTM A 706 CRAVE 60
HOOP DETAIL
SEE DRAWING 610_595-I FOR PRODUCT
MAR YNEOULE
Br B1 1
A B
A
BC
3 /4 ]]fY 00 HOOP 4 E-4• -- 17
1 /S 51R, IN4 7.-6• 32
P/M 0 .aiA1NH OTY CUT IHGIN SIZE
B41 OF MATERIALS
PRE -POUR %XXX ONE TO" 14R-L0X IF-r IGM POLE BASE F011NM11ON - REINFORCING
POST -POUR MIX DM U� MY. HOSPITAL PARKING LOT
CHECKED XXXX SC/Cy 3/4•- •-r worm BEACH. G 9]660
SMFSPERSRN FM PAGE S OF 2 Sn/ 60167 IUK/ XXXX
WIGHT SEE TABLE MT. MC SOLUTIONS OT/0 HO'B10-595-2 Pfl'
MS DOCOMDN IS TIE PROPERTY OF
OLOCASIIE PRECAST. RC. I IS SU61GN0
FOR RDSMICC PORPOS S ONLY MD Sews
NOT RE USED P AX*Y WAY INJURIOUS TO THE
INTERESTS Of SND COMPMY.
CMMIUII 0207 DNeo.1M PNeA. Nc
Al RIM R1*rW
Iu_v
UTILITY VAULT' V OldcaStle precast`
—_a/ oral IUW • Wow •— • L _, • HAW • Se4 WW
CTRC
Structural Calculations
for
Anchor Bolts of Light Pole Base Foundations
(24R-LB- 6'-6")
at
Hoag Hospital
Newport Beach, CA
CITY OF NEWPORT BEACH BUILDING DEPARTMENT O! �/O�
APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR 1MOP(
AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF OR INCONSISTENT
WITH THE ORDINANCES, PLANS, AND POLICIES OFF THE CITY OF NEWPORT BEACH. THIN
IS
DOES NOT
GUARANTEECCM COMPLIANCE WITH CITY, BUILDING, MDZONING ORDINANCES, PLANS AND POLIHESE PLANS ARE, IN ALL CITO
ES.
THE CAT? NEPORT BEACHREVISE THEF BUILD NG STRUCTUREEOR IMPROVEMENT THE RIGHTRVES REQUIRE
ZED BY THESETPLANS
ORDINAPCES,, PLANS AND POLICIES OF THE C CITY OF NEWPORT TOSSARY NEWPORTBEACH.
WITH THE
PE RMITT EE' S ACK^IOWLEDGMENT:
DEPARTMENT SIGNATURE
PUBLIC WORKS
GENERAL SERVICES
FIRE
GRADING
PLANNING
EMIP
BY:
(SIGNATURE) DATE TRC
APPROVAL TO ISSUE
alski, P.E.
QO
A.
h
CC
I
0 ' 310
4,0 J. SFOG
�
No. C052787 -
Exp. a -Si- at
sT9lF OF( CAL 0 -'`
DF(p
te TRC
SUBJECT
2-4 Nie
A�lf,1bP goa.r 1l1/4d•4t C FT, a.
SHEET NO. OF
PROJECT N0.
DATE Do(t fo"
BY tu..\Atc1GA
CHK'D
-*Akto giccs V C € Q QAi s*Pci-IS FoK 4-LPua --'
SttexLs , I.�w°' NAa LCS x tr> SllHhi.S
Zoos etictA Fi"Na wI.LL� Cafx
I .1 ry tilu tiia p_vskb_ ttt-_ot .asi F a - LB- l.1-co°
Ut0tl'C -PFLE -- --- o nD! . • Z 24''
'Pct yt.t' "� —1 ^ ;
CAL.cS. � 0)' � �Act4c7 - S Pza,rtgS
to ._SOiR-�v✓1�.{`� S1iZ�cJCURh�- CPa�
6Y- 0LQ f-1\st 117`P2cc.Asti , Rtv oLcIt5J1ol C..at.
PLAED
PLTHcent t Lo -c Ar _ V*6.c ta`*% 12› C
K-SS\b-4•\2
Acit.at"t
pta.ttAc ua - 4" . (,1\ loot� _
(21r \` CULTz llo
t%Eh_il 1z l IZ
OEatotl
t ,,,c_a t\ua tt E�,sue P
Lt,ur_uruts_
F
Albc. 11'4 t5
SHEET NO. OF
aC to
es'
SUBJECT 4 AJUI<oF &AL[S' LA-IeC Fol.-C Ric,
!
a
A_ nCo.A-1:_ ,MZ- of LA WT.; '-D>X,�,
PROJECT NO.
DATE Oto(2te lo'I
BY t( .1l t 4-1-64.SY t
CHICD
,qatmp
C am. &LA--'`-V AStOq SW-CSS
A
� —1
I,o&D1 tifte.
II
n
iotC
FLt
ED1 flP,
2,8?! �I
OlgatieNt
p +�v
1 t$1 4
Faep t ZOVS Ik (c)
Iq7-ro(-'.
( II
t.34 4 -i- � (pnW%Ksit-n �(tflr)
( Pt)} ( u4.0o2)_'
` zes° Ih (c\
wnAv= 2$tzt (Cll�ro�tilSl A
t 6
1-4 ee
TRC
iji L
i
rkE�,d.+oht4� i I,
I
1
zs+z il'
D.Z85'"`'"' 3sSZi'
SUBJECT
Rt4&et- C,LCS- LJ( t1ct loA.G �n p
SHEET NO. OF
PROJECT NO.
DATE Otn/7i, Ioi
BY tL k).c4r+0 GV_A
CHK'D
k>atzt)-1 1 0-Jra3d 11.4 t0J-t Ct csS_
Fa_ MFNJcikax .2t'Yl1S
_ ... Tt. -. 35t2 ; L Rr=-1 cao0 r.
ct{ttA - Eat S -SitZ SSI
f'ic b - stccpct s p p. c TLE
W- dPoi ra.
es kb
0 S 113'
lisBoo is:
A
Sore
TRC
SUBJECT
SHEET NO. OF
PROJECT NO.
DATE eke 'ate r7" i
BY YL T1/4.4 LOZ mttsKI
\Ki tePl7' To .0 e-sdec T1/4- ctkoc.. '1ikkaiz- Dcskt=r-t
..t4orik b' G Ak^.tuloz +k?2t of t8t
SoRoJ0Di-ua-LTC .0oNTC CDocx,l-c Z4LoRCJ\, __ .1'x-� A^-le_t%K-
Potential f
Hooked bars if required
Fig. S 2 Development of bar for concrete breakout
r�TRC
SUBJECT
/eucAbr- 1oVCS'' Ittokr rxr,
SHEET N0. OF
PROJECT NO.
DATE 010 (Z'i 101
BY Y-itA l-P,-uS!CA.
CHK'D
-" 1; Q lit- Oi.N.Rr.-Jw� -co.W[ N`
1 I
R _ 13' c� _ i- La iaS
A•S
1-* csbviazir_I_
AS
p.AefloC. Eater
lzrLT �? ram 4.03.1
,O
db=_fl,iers'
c Socy. fSi t=0
27.4"
%2tcF%uxi:QR4941-%/4 = Lin
32] ' n q "
f
APPENDIX
to
® �2R /QC. ilitJIr.) 1\ A;C1ndsk i.
UTILITY VAULT"
xdiden ur OOldcas!(e Precast ric.
C�Q ci9 Ct 120 ((r4--
www.oldcastie-precastcom
PO Box 310039 • Fontana, CA 92337
May 17, 2007
Drawing No: B10-595-x
Calculation #07-051
Phone (909) 428-3700
Fax (909) 350-8518
TI+ESE REsns&D actedL t/ONS
gEGLrrC.T So1LSS C8C -too 1
-rssL l$`S-A totaterrIONIS
Structural Calculations
of
24R-LB- 6'-6" Light Pole Base Foundation
Hoag Hospital
Newport Beach, CA
for
TRC Solutions
by
Jose E. Rodriguez
checked by
John B. Henkels, IV
Registered Civil Engineer # C49172
Expires 9/30/08
P9
1 0P I�
PAGE 2 _ OF i
Oldcastle
Precast'
PROJECT Hoag Hospital
PRODUCT 24R-LB 6'-6" Light Pole Base
cuENT TRC Solutions
BY de- Pt 4 -rail
DATE s/1?/67
CHECKED
lcangb7
DATE
DESIGN SPECIFICATIONS:
2001 California Building Code
ACI-318-99 - Building Code Requirements for Reinforced Concrete
(LIGHT POLE BASE) MATERIALS:
CONCRETE - Compressive Strength, fc= 5000 psi
REINFORCEMENT - ASTM A-706, Fy = 60,000 psi
LIGHT POLE: I{SS16-4120 (Manufacturer's literature attached)
LIGHT FIXTURE: 2A-AR3 175 (Manufacturer's literature attached)
DESIGN WIND SPEED: 70 mph (CBC 2001, Figure 16-1, attached)
DESIGN CLASS OF SOIL (CBC 2001 Table 18-I-
#tlps' d, clayey s ,
Allowabl ure (psf):
bearing lbs/sgft/ft - `� - i owances
�#S Gt,4Yj 6*io9 cb*Y/sari aY...
AttewcsLe .0(14ton) Reas6U2c (Psr, /coo PSP Ct4U4tJ Jcas
LAW -RAG egatiNi & L114 GSA. Fr/Fr /00 (-r 4titu rd Ces)
7U16 REJt s e Gni RE LE Mtn oN P. 7
www. oldcastleprecast. com
OLD 315- R5/05
PAGE 3, OF RI
Oldcastle
Precast°
PROJECT Ho h k{OS P CT A L
PRODUCT -2ti Yt_LB 61_,6" LA SHY intE a45E
CLIENT 12 L SOL T/Q ) 5
BY J E/Z
DATE 5 `1 7 0 7
CHECKED
DATE
PE i EI¢�°�(We ,K&.,AEN-r ,a-r GA- sE of LtL=Ef
•M'51C WIND 5Peco 7U,,pL
F\XT��r ei
tr ,
L.I (1v q^1Zk 6`x
,1/ 121F-5
(-1.13
poLE D' T° wtWD
22, 5`
Bx{URE5 g" N-1 &d
PLAN
www. o l d c ast l e p re cast. co m
OLD 315 - R5105
PAGE L/ b j q
Oldcastle
Precast"
PROJECT t-}GA G 1-V US p i T iF L
PRODUCT 2 4 g - L g et_ et, CI (AkT POLE 0AsL
CLIENT -` rZC c oL UT 1 0 N S
BY,ER-
DATE 5t,7/(17
CHECKED
DATE
WINO GoQCE d- I.-to/Ann r•n ,¢r --op CF L1SNT PGLE 6A-se
A-11EA Ce_ Fogs- 4aA4 ,tUMC✓'r
G1GH7 Ffwr'ge 3.L7 1,k3(11.00 73.2 t 5 • 1
13.9 Z00
Z.S21 (LI'XI ) 0.9N 1,127(19.66%) lg. 7 1`3,-'i �;_ikot
12i5' (Li"/(2) o N,1? I,0(.(11.64) 78 60,25 \-t85
t-1O LB
a Fr- LB
1 B27 Lava OLD
Aety 19sY = (Ls/
Inc
CHECIc AA0FT1ry CAPACITY AT SMAtLE-ar ck'os5 srencAI or
Irio H7" rots' r3,4-9p
170 L-6
t'10Mt J1 itT &OTToM oF PAN A 2GTA-
1i.51 170 L6 ( .s'-r3'-r3') FT-@-
i
3'
o. 5''
FACTo2Ct7
9C70i2 Z
9-Z
i°1D4 2.2
a-3
•Li=0,i50.14D rl,7L_+-in
k_S Lk, (z.4 s) )
U m '3.ga
u= 0,9,.1.3W
U'- k•-3 (Z.S2)
iJ- 3;27 Er-.4-<6,0trr aArs
www.oldcastleprecast.com
OLD 315- R5/05
PAGE $ OF 1 q
Oldcastle
Precast®
PROJECT ti C A Gr. H-oe, IT,4
BY (=
PRODUCT 2.I.4 a_LB 6{-6" LIGHT PGLE GksE
CLIENT T2C soLVTtoh+G,
DATE c�
CHECKED
Olio
DATE
AkomEw-r C4PA-crvy OF 6A5r AT PA-N 5ECT ieAel
D12EcT1oN wt (Sure- '-OLLaKit AJ, ;keTzti)
d= z "-1.5"-o, 5 " - 0, 4as"
IJ' U CCOLAS
A = *r5 — o.I {Nz
414„= etc, Cores) (Uo)
ZI.1 O, 5 q ()�
o.-,1)(60
s (N) J
4m,,= 7-9,5 > 3,57
�IREcTloN wt
d- IL38`
b_ 7"
A = 2 1 {u2
(bM.L= v.°1 Co.6L) (Go) 11.38- 0,Set (0.(Go]
5-0) Z
cp1&i = 3 0, 9 - 3.8 7
www.oldcastleprecast.com
O1D 315 - R905
PAGE (p OF I LI
Oldcastle
Precast°
PROJECT 1+0 ÷ 14. 05PITA- L.
PRODUCT 2L4 tl-6'-6" LIGHT pEt-e tsA sc
CLIENT 'j' � { c?G L V'f t 0 .N 5
BY JCy2
DATE c(t707
CHECKED
DATE
EXINEME FIBER
IN COMPRESSION
PLAN - DIRECTION 1
5
PLAN - DIRECTION 2
www.oldcastleprecast.com
OLD 315 - R5105
Oldcastle
Precast°
PROJECT R o A& F1/4.05 P 1 TA L
PRODUCT 2 it-1,16 6`rP LI&HT POLE G1ASE
CLIENT -F R C
SOLUT I 0 M S
PAGE 7 OF / Li
1
BY JEle- l
DATE 51/47/07 &]12107
CHECKED
DATE
FtsUM bA\ cnV clt c , ct c S ET-T I o N 180 6, g, 2. 1
NOV Cows TAA(NE&'
L (i U Le
1115f
N'
Ij = IANIETE-E
v� Pcc.TiNC.
h li S' +2 c' _ I4i
Z'
S, (TAGLE i8-1-,{) Lit = 1.33' (cz_A5S GF Are YLiAL +y
(0 0 3
1,33(11c)( a) = 1*&-e Z!vf>
+^ root NGTF -,
A = 7.3LL P = �,3 Lc( no) _ 0. 1d ,. 0. 75
c,,,, = A- I 4 1 " mot, 3 G k _ 6-fr9 (* J 1 + t i.46 (i N) tj
Z A 7 L ar'
37& 0,7,5
-. _ y _
O,_ rte Z,47C/2,4Z
s,
2cpL
www.oldcastleprecast.com
oO 315 - R5105
t
10111 LOOM
Side Arm Mounted Applications A, AR. CCCycS�A/, B(G,, aflM1101A,VLLA,, 5X
Post Top Mounted Applea�nsccr CC%%,MtP.V,OAT,fag
Square Steel Non -Tapered Pole
revinc a 0/1/99 • iac.pd-
Type: c
dole: HOAG LOWER CAMPUS
Calk* rwmber: ASS16-4120—COLOR
r r r
Pale Ca N.
pal rva O101$10 r0 aaqueir
Seine fl si.1"R1
Approvals
Daft
Pagm1of4
Specifications
ease Gxrer7
Flan Yaws O d
Longitudinal P O
refaience One. Bolt Circle
Orient panther Olerneler
to cub -or walkway.
ram= Post Top
Mounting
it
45°
Leveling nut Hasa Cover
and %SOwr
.,
Concrete
tooting to be
designed by
others.
Anchor Bolt
Projection
anon Delon
Greta roast be parked
under pole base to insure
NI rented wise footing
and provers loosening of
leverng mole.
Provide a channel through
the grout for drainage from
the pole r*eriar.
Side Arm
Mounting
' Pole ccneruCOOrc One piece the s�po
sgwta ehek of low carbon sted V.9'rM k ,
Gacw B, 46,003 PSI min. yield with one
fksharendad vetical seam. mks welded b
mf * steel anchor base USTM-36, 36,003 PS
in. yiekt
Buse Crawl Base has a two piece east
akenuen fall cower of 319 alkry, leaned by
Ashok* *el screws
PalsflipeAllutheidadara4xnl impoled .
is provided fosside am mounted lahintwes.
Mendholm18• up from base, with a wed
covet and ground kg. Y x 4° handle*
rOkto poles up to it Reinforced 3'x 6'
provided an poke 711 and toilet
An-MwSalt Farr Balvanmed anchor
yield, complete with ReMnteed mesh
�arrmedf washes, and apress ood
flbengit Poles ithstand wind loads as
Reale Chad beep 2)whenlarnha' irnnee
manned pa Oxeye man imucdaet
Pirnile SuperTUC thermoset
S ea 2pr new to acid etch, followedyfainn�clude
iron
phosphate b and achromate water for
CaralOft resistance. Standard colomane Black
MLA, Dark &vaze WOK US Gray
Lan Platinum Sliver MP), and MAhie
Mita Custom colors we Everlabla
cAYT101k Do nen install poleswttt ro
briniest or strengthgrams* i voided. Any
wed stand topple then
Meirita Mtok A hey lady scheduled
maisenmrce program sate be established b
insure the protective pairs coating is intact,
camaaon or structural damage has not
occured, and anchor bole puss se tight.
Pan to do so codd lead m eventual pole
collapse and series Personal injury..
0 sr tau taffeta smolt. SOX a0m0. CRY Ofeltamv CAa1+b00ae. 119.; awu.sen• nux;awaa►aaaa 0a0ta0Rra
4
IOM LIGHTING
KSS
sole Ann Mawded Appian s AA. cc& ccaA, EKG, Et II0f21A, KA,
Pos Top Mounted Apptcaeaa: CCP, CCSP, MX21P, VLP, SAT, SSC
Square Steel Non -Tapered Pole
revision 8/1/99 • ts.pc11
TYPc.
Jobe
Pew 2 of 4
Standard Features
teat Al allowable pole and thane EOM (Effective ProjectedAsea. which 11 Fannie Arta
x Drag Factor) are dedyed from the AASHIO standard (Arrerims Association of State
Svaaiawdi�lco sta�rhej*lies kra nthe �paggee.
Pots Cateke No.
Pole
Catabog X Y
Number
Eldt Cade gook Archon
C4ia, gob
Allowable Pole EPA
Hate Caxlut fat
Cows Opening
Sate Ciia. 7t39/ S0'104 90717 10a130
444x15+3' 314x8W94. 3' 293 21.9 166 13.1
4Yx 15+3' 3h"x 8%'sq. 3' 235 173 13-1 10.1
4Cx15'+3' flex 8Wsq. 3" 19.3 14A 10.3 7.7
Wx15'+3' 31tix8%sq. 3' 154 11.0 7.9 5.7
ire 30'+4' 3Wx8%'sq. 3' 10.1 6.7 4.4 2.7
4a'xKr* 4' 314sxS sq. 3' 16.4 11.5 8.2 5.8
44'x30'+4' 314'x8%sq. 3' 5.7 3.1 1.4
%'x30'+4' 314'x8Wsq. 3' 10.4 6,7 4.2 2S
4Cx30'+4' 4%'x12%'sq. 4' 10.8 6.7 4.0 2.0
iCx30'+4' 444x12Wsq. 4' 165 126 8.6 5.8
44'x30'+4' 314`x8#isq. 3' 6.2 3.4 1.4 -
4Yx30'+4' 4Wx12%'sq. 4' 12.1 75 4A 22
0I03814420 10' 4'x 11 ga. 7W-8W 3W
0K56194120 12' 4 x 11 ga 71/24%' 3rYi
1028144120 14' 4'x11ga. 714.(TW 3W
10511'1S412D T6' 4'x11ga. 7W-8W 33/4'
❑ KSSR04120 19.5' 4'x 11 ga. 7W8W 3W
C71C 8204110 19.5' 4'x7ga. 71'21-8 3%'
01t 4120 25' 4'x11 pp. 7W4W 341r
0K48254109 251 4'x7ga. 7W-8W 3W
0 105S2S6139 2S' S'x Ti ga. 1042'fi 334*
010152541110 25' Six 7p. 1012Yr Or
❑ ICSS304110 30' 4'x 7.ga. 715'414' 3W
❑ 1038104111D 30' 55r7"ga. 1O'42W 3W
Mounting Anyangenumbo
'Allowable pole EPA for
jobsite wind Conditions
mastthanequal
couture mourn or
PoatTaP r Slde Ann I
111. lir +
Pin Men + NE Fp
llo ntitw OM ❑A 08 01. ❑T ❑C
Kim Mtn and EPA:
AR - 1.2 2A 2.0 3.2
0(0401/402 - 2.1 4.2 35 45
0(0501 - 2.8 5.6 3.8 6.1
ET - 1.8 3.6 2.6 4.1
MX21 1.7 2.1 4.2 3.8 5.1
SSQISAT(SX-100 2.0 2.7 5.4
VL, CC or CCS 17' - 0.9 1.8 1.6 25
'&CCcrCCS21' 1.0 1.2 2.4 22 3.4
VL,CCorCC32r 12 1.5 3.0 2.7 43
VI., CCoCCS29' 13 19 3.6 3.3 5.2
3.9
5.0
4.7
6.0
6.4
28
3.9
4.9
59
e saes KIM Lamm ex:. • o. sox soma. an or sCJflx ewnn,ama • nit.:
nem®ae+e
F
Select pole from Kim Poe Card% t pde is provided by others reel QO.Ia am feWig.
MM LICIMING
AR
The Archetype'
revtton 3/17103 • armdf
111p0' C
Job: Baas SOWER CAMPUS
Catalog numhei: 1A/AR3/175Pa48/COLOR
1
rag F'ma. EYavd Pad* MS Opeai Otu.n1
Sre'ppe+s4 weal
eerpy.2 I ParerarAswa4
Approvals:
Oadt:
Page: 7 of S
Specifications
150 to 400 well
Slogra game Maximum Lampe
(COMPS)* 45 ib
07.
a I-r
Arni
drostreectiotl
e
mesa
WOW.
L
allay with integraltcopiece oling cabs oar tcopper ar optical damber and Musical
compartment. Solid barrier wail Separates optical and electrical
compartenn. aoubie.thick wall with game at !be
mousing end Haag fauns a half tySMderw* SS• hia*�
yen Mdiog a ter sub agnw a lash i nit taa. h deAd Fwdwae is
*ukelele peel oedema -zinc plated �
Lens Frames One pace law copper gess than .6%) dle.east
aluminum alloy lens fame with 1' Stitt depth *sou d'ihe gasket
flange.. integral hinges with stainless steel Os
provide no400t
mounting and removal from houtg singie teal aluminum
OM -latch provides paste* ladkng and sealing ce the optical clamber
by a are piece strafed arid s1&aie jadar. Clear iv' idc
>anrred glass lens retained by eight sated cape with full atone
gasheingwoundtheminete.
aefleaMr Module: SpscWar Moak' apical sewsas are rigidly
massed within a decal .badman endows +hat attaches to to
housing as a fie piece *mode. Ream= module h geld amble in
91P iutranaut FRS and Pail sodden am potter 4KV pubs rated
mogul base, Mel sockets at porcelain mogul base, ginstsiented, with
moped samba lane stabilizer. Ai teectar modules sae sae booty
pawired with guiduditcometa plug bad include silicas* mal at the
palmation oleo Internal badmanandie k.Si irehating.
Elnvinl Modules All electtOt components ate tit and CIA
fed mnwwad on a side plant and (*dory ptewhed with
Our. Ele ei al nodule attaches to hosing with
noteol hinges *d latches, accemiAt by coming the far fiance only,
Alt balms me high pare famrrated-20% R'*Yig.
�ttppts� Attic Ow piece emuded akasisns with Swot Oak patsera! 1310ram top and tort Wmaaiospde madman h hr
head draw bob. coo atdsdm a ptie rassasdng Palle nth ware tile*,
. wadi Ana bectionafmlpeptednaadpoa.
Opted Val Wounds jp rigor tnetait4 to pound totem wogs
wee A masideel wows anti le provadadwrMe dd. a allow add
cam widdn the rm. Awal ediedmeet bndatisprovided to oxeye
chat boas end a that Paso !new due wellerreedtitd WnGfon Rat
Aflwea mount cer pesowmaim lqhhedaoaaah du kart
NOVI: Bandon Rae in wall mum peed* Worm lase support.
Seel sedhns370-13. 17aaf41044, 1d
Pldeb Sups KC dtemtmt *pan post coat palm 2.5 mR
nott ima twos,. appr d owe a dna cornet cawing TSOO
how sell spay len endomma eat r Saedend coax as Olade Oak
teonac, Light Gray, Pkninum Sae, ter Wt*u. Custom cobs* ate
avaaable and subject to addkiad dupee. minimum spondees and
kart lead coma. Cana repumamve.
Cs.Sc,%te lA. Load to U.S. and s undaids for wet
lxadms. Fosse maaadum data employ a Baby pagans tat is
conned to man to ISO 5001:2010 'landed.
c*ry Ord F'bswes mast he pounded In accordwroa with local axles
a ea National Eleaiaa Ode rise to do so may result k, 'MOW
maul le➢+Y
e aaa ww wows se. • Pa sox saaea, cm( O noua2RY. ea or ?ma • rat aleinsaee • vale 6t1te2aee e00010901a
•
f LIGHTING
The Archetype'
revision 3/17,03 • arpd
Type:
Job:
Page: 2 of $
Standard Features
hlontthtng
SY concofis aavailable
rd polesnlo faronly.
Plan Weer.
NE
EPA 1.2
Cat No.: 01A
R
Wail Metier
alli
3.9 nth
04C 011N
2.4 ZA 32 3.2
C3211 tD2L 037 03Y
FiRiure
Cat. No. designates fixture and light dislrixthon.
See the Kim Site/Roadway
Optical Systems Catalog for
detailed information on
reflector design and
apt:Acadia
Type its Type
FcrwardThrow
fun Cutoff Fun
GARB
eEJ`1`J
Full
lgm C1isntbutioni
Cat. No.:
E J
�.�
Type 11
full Cutoff
0AR2
1V
Cutoff
OAR4
Type V
Square
Osto(f
OAFS
lbectioal Module
HPS . tilts Pressure
Sodium
Hallide
MH a Pulse Start
�
PP M aPulsse
Metal Halide
1('
�1l
w �'
4
Lamp tamp Line
ppij IMO 11
nnrinn �nnnn n s c a
W 2
IHMI
1
DClOuDA.._. �, 080Q0G_
ormor, % 110111
�r iltlllz'qj0nnn0❑ 000000
400 MPS 277
Finish
Super TGCC powder coal
pain* over a chromate
conversion coating.
O]aq S Lra$I1NO MO. ./o.COX eccmc. CJIY OF MOU67R%t Cat MtrrSoolo 7EL: er0Oa4aW . Fat 1121ON9-2805
%t(
$eramaore
FIGURE 16-1
too eo eo
2-36
2001 CALIFORNIA BUILDING CODE
so'soice ® WIC WIND NM=7011 D
1. NEAR WeflCHe IWO SPEED CONTOURSuACCEPTABLE.
L CAUTION IN UN OF WED GPM CONTOURS IN MANTNNOUF{61CNS OFAASKAIS AOVW O.
S. WINO SPEED FOR IIlOMSENO. NFATO aOISDAID THE Wan. ISLANDS LS 114
4. MID SPEED MAY OEASSIAIEEO TO BE OONGTANT SElWON THE a nuINE MO WE NFABD NAND
CONToaa
Or
FIGURE 161—MINIMUM BASIC WIND SPEEDS IN MILES PER HOUR (x 1.81 for km/h)
5/16/2007 II:46:33 A
ANCIIOI ROLES
4 PEACES
PLAN VIEW
1 MN SWmRl
CENTERED W SASE
2
SIDE VIEW
A
ILTRI
0
TOP EDGE
'e M 3M p e- Y4LN0R DOLTS
e PACs$
N/ ?uPl.E S
CONDUIT 10 0E Wcm Al
M6 LOCATON THROWN PW
l5Nv0N I 0AlE ft I CNN
STRUCTURAL NOTES;
IM1E#ADD
- CONCRETE - ee OAF COMPRESSIVE STRENGTH rC . 5020 PN
SECTION VIEW A -A
ROTATED 45'
SEE 011RIXNO 0I0-596-2 TM RLIN0ORCCNENT
PRE-PoUR 4042x CATE MIRA Tex -LB N IE-6' UWE POLE BASE FOUMP/MON
POST -POUR NNkM DATE 10014
DRAWN DLO DATE 6/I0/01 xwc HOSPITAL PMpNO LOT
CH100FO 0480 SCNP 3/.01•1'-0 NEWPORT BEMN, CA. 02660
SALESPERSON TR PACE I C 2 0.0.P B 167 [LIMO MM%M REy
Yaw SEE 1MLE MIST THC SOLUTIONSGYN xY.g� 0-595-1 __
MSS DOCUMENT 15 THE 0OPERry OF
01.DCASILE PRECAST, INC. iS SUBMITTED
Fpp REFERENCE PURPo45 g4LT AND SMLL
NOT BE Mai *4 OM WAX INJURIOUS 10 SHE
INTERESTS OF SAD CWPMW,
COPIRB0T 1ZJ2007 01.1ceclle Precwl. Ne
All Rights Reserved
PII
PUTIGV VAULT' O adcastle Precast
awaere Wo Neut.
maw n4MS. pN 0RYrR1 Reeds. • lbmn • REAM'+' Ss Or.. WOW • SM Peeetl
:51 AM, J]ROGR GUE2
A
PLAN VIEW
SECTION VIEW A —A
I Lay
RAIEADN Wile 1 Er lady
STRUCTURAL NOTES.
SMIRKS:
- 026ICREIE - 10 DAY COMPRESSIVE STRE110111 1'C - 000 p&
- REIM - ISIN A 706 GRADE ILO
HOOP DETAIL
S[E gHMMO elo-%i-) PCP PRODUCT
aarn SCHEDULE
a d4 91'S DO H0014 4 1.-4`
1 dS FIR. BA
PAT DSGRIPT N
PM -Pam wua DVE rwa Rut tt4IA1EAIk9
aM-u r e'-a' UsM PDIE OASe IaROAtOO - RaWORCIRO
WEWPR
Pozr-PaM ma wTe flwr HOG H09PrtK PM(/0 IM
obvm 6UN Urc s/19(Oj
M$S EO 1NRN P1 E F/4'2'-+i IWJ 51 ReAcx, G PaUP
9tlFSPER99N In FADE a aP a sDA 6 In lino xrxr DPA NtB10-595-2�REN.
MOM SEE RUIE C091. ThC SCIUIpNS
M6 DOCUMENT Is 1HE 901W1I M
IXCCAERL PRECAST, INC TT IS SI@YRIFL
FOR REFERENCE PURPOSES ONLY AND CWu
NOT RE USED IN Ann VW INJURIAUS 10 ME
DOEAESI5 C SYS CWPAm.
COPYRICM E20007 Onleas k Precast Ina.
[U
a
UTILITY VAULT' el101d castle Precast
ylwW tall LsSaJ CUM •:r•* • imam • Y Ow • WM • Y4 Ppm
{
CTRC
Structural Calculations
for
Anchor Bolts of Light Pole Base Foundations
(24R-LB- 8'-0")
at
Hoag Hospital
Newport Beach, CA
CITY OF NEWPORT BEACH BUILDING DEPARTMENT
APPROVAL OF THESE PLANS DOES NOT CONSTITUTE EXPRESS OR IMPLIED
AUTHORIZATION TO CONSTRUCT ANY BUILDING IN VIOLATION OF 0R INCONSISTENT
WITH THE ORDINANCES, PLANS. AND POLICIES OF THE CITY OF NEWPORT BEACH. THIS
APPROVAL DOES NOT GUARANTEE THAT THESE PLANS ARECITY, BUIING, AND, IN ALL RESPEQ�I$�-►I
ThE CITYrOF NEIWPORT BEACH RESERVES TTHEJRIGHTDTO REQUIRE ANY PERMITTEE TO/O�T
PLANS AND P
� REVISE THE BUILDING STRUCTURE OR IMPROVEMENT AUTHORIZED BY THESE PLANS
FORE, DURING OR AFTER CONSTRUCTION, IF NECESSARY TO COMPLY WITH THE
ORDINANCES, PLANS AHD POLICIES OF THE CITY OF NEWPORT BEACH.
f['RMI TTEE'S ACKNOWLtGMENT:
tPARTMENT SIGNATURE
BLIC WORKS
ENERAL SERVICES.
IRE
j,RAOING
PLANNING
LIMP
6r:
(SIGNATURE)
DATE
ItC
Kevin A. Michalski, P.E.
APPROVAL TO ISSUE
__DATE
SHEET NO. OF
Z oCto
QTRC
SUBJECT
is1/4ktct $ gctrc L kekic Pates: �nJD.
PROJECT NO.
DATE Db (Z.b 101
ay tLutpmvct
CHK'D
-loco l tts-' c ccs P ° t4ckNRA SoR;6_Toe itF.tI� n't
Ckv-I$ , to 0.4me.cs p.i a TQttFFC-- Str.NS' S
- zool CPau airs gat.atwtr. Cbct
- Jett 3,a,,oz
Sit+ry t\ko-kt Ys__tp PtPaIL of At•-tcl?at2.__ tS Fotz- 2-4a.
lilbli'i Po fe j4--SE.
ter
itovv[ 'tkv-c 'fa soft 4o rr .W iXth?kL 2M2S
6' 0LD C\sc F2ccAst , CREN otcI1€24oi)-Scc. Ekttiscc-tteD
PFU C D Lo Pies
Tcr t An &c Ate LorD Ai 132,5c oFlst1 t PaLE
RTALD(X # KS�LS-S IZo
F\c-1uk<< ZS'
y im u. -- 5" bOJ(z )
/lA2Eh = l
(211-\/1: (Z'tt ZS,` 7S)
/ l I'a" /1
user (5u'rc;-)e3z.,At � ,��s l-.
...,., tr w:r-v rev- IV txr- ( i?_. Cca�tsv2.vt n'n?)
i +NAT -Fvx.),( vS
k$SJwL ZS4'I F,[tort
Zczst6)-
fiorra,... P
Poi: R F r c& a Zc3.-S tt-
es- t
QTRC
Zt-f l2 - LS - E5`-o'
SUBJECT AWt\ti gecCSTo)-C Fr-l[>
Yr�yti1"I Nil rl ILAb c•xr c€ l..v.k..ttr;. QOVt,
lt�i�D t.oPD_
,kp
JNit,Dli I yr Ti:►ikslO S�tcss
t tsit,.-t Act' 4c
Lobe.4t0
r c_ Po,.0
396a A1,F,
I km.POC
r'-PPLC
Dl(� CTlo -t -
P Lity-,..,
zt3,54,- (41,o9,0z16-=)(3.954
17.+14s Lx`3Rst
;sz-1" (c'
3L1t( (1)
SHEET NO. - OF
PROJECT NO.
DATE Olo(zip (07
BV V J cJ4 .-sw-1
CHK'D
r= 11Z „=sroz"
G3'tY-1-14Yy
tt; (Za oz) } (�M bif) t Ott il1�'
L= LR7Nl� ft>
r 480,8 Gro x s, _
4-4 o4Lc
r�TRC
SUBJECT
zq t2-- L$ c
�rtu Et �aLgS LJl�i4T ¶Dt4 ri.Ap
SHEET NO. OF
PROJECT NO.
DATE ObZb Ipi
BY
�Ut A
CHK'D
'j� nA
fLR kav,ic k �dM ca
m M 4-IcA-fret %ti - 04hl ('
¶kc
/4SbB
t,zo
pIhtN C P_€,c
U 4► t' x,. k D n B5 t#L
tE Nc.ko- SW-csf=
�T = D. SC./ = 0.5 Cgboon �s
t- Rau M AFIJF�hh( JF1V 5
I8OoQ krst
Ct1t-UC_•
CcmStu-t Sti2tir,Ss a-M &ot,`C
=CPZotcr- Cs\.
C�L
Off-
V va `�" - 5eG ClttcS_ — oL-c Cfr.STLE Zesar
Zv t task'-7
mire'- v�.- ` �o,� rs. 142.V�
{ v N2.5tb
brT + C J�uo.,ie+uc Cfb_o c Syizzss
D'3Fy
Ingoci-Psi
eF-Co
TRC
7.142--X 8L0'
SUBJECT w1c1�2_ ?OL•S. Ui0ekr Prt T9+td
to Pen.
`FvJZ t (kt k
`o� IOi3000 iZ tem
O,t2
ICt _ Vo tx-^e:MT Lc-act-1k
1N! cRP - To M SO C -t11c %MC.rlt, C '-tS at�-4' DC5A6t-1
CtYzrrtwt-t4 bCfltAtC Lc+iethrx, r&a. 12e OF .u?2E. of rl4C-
SuCzFoJkJDi--ue 0(3ASWIC (17u ztw W1^Lwf)
SHEET NO. OF
PROJECT NO.
DATE C-fq Vo I hi
BY t 4) u1 AVS % -t
Potential
Hooked bars if required
Fig. 5- 2 Development of bar for concrete breakout
A
�TRC
SUBJECT
et-o"
n�cab� &o,:cS'' 1 v<*k-'
het Ikd k i s
* ,b-e
p..tcltoe. E -t
Z5 r
(cvcr
I (O,hZs'xiimaz)(1)itx 1�
0'p V1,61'
\travel-c'Z''
SHEET NO. OF
PROJECT NO.
DATE CAC(Zfl107
By \L. vA-AtStk
CHK'D
Fiaor
= 9,Iolg'-
de CiloxS„
�soobr5,
/
Pee PL.Aws -
= z�.a"
bCtLo 5=Lo a•i,o
�Ac cr(dr r c 3b" r 4" kV?
A4cEtot-6,.z azo nu,t= Lin
aut ue ur = " - L " Viz'
Ina .0k:411 CfnZu..-
- D,. ZL-9
APPENDIX
111
UTILITY VAULT'
adivision o M&MWIDPMM46,IM
Q Vac. Vct . M;chaskL
Cntv a� 0c7(2_010--
www.oldcastle-precast.com
PO Box 310039 • Fontana, CA 92337
May 16, 2007
Drawing No: B10-594-x
Calculation #07-050
RED a//s/o7
Phone (909) 4283700
\ Fax (909) 3504518
T*E-sg ,EYissr4 at 0ci L4Tl�a7'ioi1/4d.5
gE.F LEC1-r SOIL. S cac Zoo
TAbLE. 1`a_SA Con'ib :/o'JS
Structural Calculations
of
24R-LB- 8'-0" Light Pole Base Foundation
Hoag Hospital
Newport Beach, CA
for
TRC Solutions
by
Jose E. Rodriguez
checked by
John B. Henkels, IV
Registered Civil Engineer #
Expires 9/30/08
Pq
oF LI
C49172
PAGE 2. OF / LA/
Oldcastle
Precast°
PROJECT Hoag Hospital
PRODUCT 24R-LB 8'-0" Light Pole Base
cum- TRC Solutions
BY 4072 I SB+I
DATE 5//6 /o7 6112107
CHECKED
DATE
DESIGN SPECJNCATIONS:
2001 California Building Code
ACI-318-99 - Building Code Requirements for Reinforced Concrete
(LIGHT POLE BASE) MATERIALS:
CONCRETE - Compressive Strength, fc= 5000 psi
REINFORCEMENT - ASTM A-706, Fy = 60,000 psi
LIGHT POLE: KSS25-5120 (Manufacturer's literature attached)
LIGHT FIXTURE: 2A-AR3 400 (Manufacturer's literature attached)
DESIGN WIND SPEED:
70 mph (CBC 2001, Figure 16-1, attached)
DESIGN CLASS OF SOIL (CBC 2001 Table 18-4
•1 sand, clayey sand, et •
Allowable . v'u ressure (psf): 1,501 . ► :,, . "ances
Late r• :: ,r ng lbs/sgft/ft - 15 i owances
#S CEAY MMDy CCf}l15,L7y CCAt—
PLlotArAtsl,E gohin4710Al PeessijiE (Psr~") moo Psr&411owANcas
LAE QAL QeAavtnl G WBs(So. {✓r/T ,co C{-AiwAN Ct34
7Vis ,QEt/1SI DN REFLEGTIj ON P. 7
www.oldcastleprecast.com
010 315 • R5105
PAGE ^S OF f L/
Oldcastle
Precast'
PROJECT {--QA Co I4o F' I T A L
PRODUCTZ('1 �.-L� $/-O" LINT Pot" OAS(
CLIENT C ��c L U 7 10 AJ S
BY
DATE 5/16107
CHECKED
DATE
DCTe2MIAJE ,M.oNIett AT A -sr t'UF
5,t5iC WIND c5PEED -7U 14.1pL1
(V
N
N
Y
TO w(ND
tt/ „ n
(%!(z2.s x2,=2�5z 5)=3,�'I sF
zk 12-
22•SIJ
Co1.23
Crtil
I SB
22.. 5 a
r
F1XT//Mr Tri i//GH
Pt 41,
C-e ` SEE :.t 7CH
Cs. - t.4 (tlo(f2 Pin-E)
5 l70 /hip4J - 1Z,to p5P
G no
=Ce_ ([4)(12.L)(Lc)
P =ce (17. & O
www.oldcastleprecast.com
OLD 315- R5/05
PAGE OF f(�/
Qldcastle
Precast"
PROJECT l+C A (� E+ O s P r YA L-
BY jEra
PRODUCT 21-t t2- LS "'-0" / JAw r POLE CASE
CLIENT j 12 C so c u ' I O N S
DATE , /, G, /G %
CHECKED
DATE
W110 vctc± a lt`tvtrt NT ,! Tor of L ItHY POLE
Ce
1,2367.G4)
del (I7.4.61)
1,i3(0.&w)
1, 0190z.64)
l00' FT-1-
ABM= AO== tL-2
z�s
G%1�C1!' /-10A4EA27 Cam# fAc 1T7 A 5,-+ALLr5T C_O 5 55cTSc1N Cif'
1/.'17 Po t V&,it
2.5'
MOMENT ,4T ISO T rod" C PAN AR- A
285 le (16,7'r `.5'r-3') G.3,3
T-A(-tolza) MUMEN I
iRDF,z,2
�-2
lgoet, z,
4-3
11=a.E4(1.NDrl.-1L+1.7YJ)
U=o. Scl,`7(6.25)]
U= o,ctp + 1,3�N
U = (4,33)
u 8.23
Fr- !e- 4- --16c* teb 5
www.oldcastleprecast.com
OLD 315 - R5N5
PAGE 5 OF I Lr
Oldcastle
Precast'
PROJECT H0 . G F}05 P i T14-1a.
PRODUCT2Li -L8 2'i—UH G11,111 ROLE MCC
CLIENT F rac SOLUTI °NS
BY 3 Ei2
DATE 5116/O7
CHECKED
DATE
McMeAir CAPA-GI'tY n - t A-sf: AT PAN SEcYLCti
41a2ECTOAi' (5EE FGCLCW/NG ',k-ETc/J
h- T' (coNsj
A5 . ff G
M., ; 0, 4
z
0.7,I sNz
(0.3i) (GO) j2'I.1 — 0.5� (o.31i (6o 1 x
L 5(�t) 3
CMS, = 2a.c5 FT--
Dt12- c7I0N %
c1 )l.3 "
4 e 1,
A5= 2 lq ; - 0.C2 boa
y
(osz) (6c) fl11.35- 0.5(o,c,t) (Gc)
5(9)
4,hAr, = 30.1-4 1:z3
I2.
www. o l d cast) e p recast. co m
010 315- R5/05
Cli
Oldcastle
Precast®
PAGE ( OF
PROJECT 4 c,4- 05 P I TA L
PRODUCT ^p.j'k'-Le$ g1-Q" Li SHY' POLe GA -SE
CLIENT -Fitt Sots UT iO AS S
BY J E
DATE 5/ f (o 7
CHECKED
DATE
EXTREME FIBER
IN COMPRESSION
P A\ DI RECTIO\ 1
5
PLAN - DRECTION 2
www.oldcastleprecast.com
OLD 315- R5/05
PAGE 7 OF / 9
Oldcastle
Precast"
PROJECT {-}CIA-Cn t±05PITAL
BY
PRODUCT24 1-L8 gt.p'1 LI[;HT PGI;s 6r4-5(
CLIENT Tree SocVT lo/1/5
DATE 5/I6 /07
CHECKED
DATE
rotNoAiloN cNEC -
(NON Goa4TJ (NEO)
zg, L 6
{6•yt
c e e
secT!0 J8CXo,a,2,I
? 2SS t
E?Ttioft/kP,E,bA.ENT INc4pTN, �1v) = 5.51
to ( DIAME-re- K o rccTINU
.lt 6.7-'t2.5' = a
l IS,`3
,. (T''nt Iff -I-�� = 5.s' 1.0ti
cLAss aFtifir-KI,II--`4Il
I'S2, (` 4e- • (2.) - 4- - 3604.
1GO F00% /dorC 5
23I P = 2.it/(2s5i
S,b et it)
Roca
A- I t41 + 4,34,I, i' D l+ ‘4,33 /)/J
c
,�. 0.41
S,S1✓-"—
mat Fog <A i 6-At.et t f
www.oldcastleprecast.com
OLD 315- R505
MA LIGHTING
KSS
Side Arm Mounted AppI AN, CCP,. CCU, BIG, ET; roi21A,VL
Post Tap Mowad Applications: CCP, cCSP,1021P,V1P, SAT, 5so
Square Steel Non -Tapered Pole
mvWat WYif99 • head,
TYPO: A
Jaa HOAG LOWER CAMPUS
Catalog numb lin RSS24-5120—COLOR
r 1 r
Nett No. Mnat Pole flan Ophoed attaee fsepade
See pip JI serrep3 .
Oaths
Page: 1ail 4
Specifications
Conduit
�„is o
Presswood
template
Base Cover
man Mew
Longliudinal
reference ine., Bolt Circle
Orient parallel Diameter
• to curb or walkway.
_ . s Post Top
s-
J Mounting
A Y
Leveling nut . Base Cover
and washer
Concrete
tooting to be
Eby
others.
Anchor Bolt
P,ui9e1«nt
Rase Cretan
$gut must he pecked
tattler pole base to insure
ha contact with tooting
and prevent loosening ce
leveling rats.
Provide a channel through
the grout for drainage from
the note imerks.
Side Arm
Mounting
Y See chart
on page 2.
fl dh k
Base Cover
Pots Construction n one piece nonaapered
square of low carbm steel ViSTMA500.
Grade 0,446,000 PSI min. yiekd with one
0<oMveWpdmithal seam. Shall Is welded•a
a list steel ande rbare(ASTM-36. 36,000 PSI
min. yiek°.
Bead Coven' Base Ms a nova place rxr
akxnraan full cover of 319 alloy, secueed by
StainleSS steel scams.
Pole t ABdrsidedaetadaninumpomp
is provided far*barn ovum& kanktaina
Hs.S.nla:1W up from base, walla petreted
awes and amend 14.r x 4' Solids
an poles to to 16, Resnfatced rx 6`
provided on poles 20'andtalio
Andres Salm row fully galvanised anchor
bobs pmaldeat (ASf 4aL 36.000 Ps min.
�With r i1/rt pivadaed meb,
latwashen and apronveod
Strength: Poles listed kr dhit wiltwithstand
at
ranted pert a aebllarzin inmeedlans
nags SUPS lot thermoset
powder coatpane 2.5 a2 nerainal
5 steel Sto inude
bbyphosphide hath and chromate axiron
rl
for
camas
Mat Dark unite tOSPL Light Cray
Wen Platinum MOMCaclanattar 01•41, and White
CAUTION: Do net SSJ poles without
Is
p
secured
shall
�ntakwed strength guaramen
Tn mast be abashed to
Mem the proactive peke mating a intim
corrosion or intwtral dosage bas net
ocomed, and anchor bolt sub are light
Padua to tb so could led to evened pole
collapse and serious personal injure
e tuns Charts .at • ne. ma stow tan OF serSaTRY, u at2.e4X01• Tel,: emtaeMree-FAN: Hseeetrs esasreaeta
IAA a
KSS
Side Ann Mounted Applicant AR, CCA, CCSA, EKG, Er, Mx11A, YEA. SX
Post Top Maned Applications CCP, CCSP, MX2IP,YLP, 5AT5114
Square Steel Nan -Tapered Pole
revision 9n159 • tw-adf
TYPO
Job:
Dabs
Ppe: 2 of 4
Standard Features
fit7rEA8albsablepole wet feaxa531sffJkarve Ama,wtuchisFa eA�a
x Dag Paged age derived ken the AA51-110 �APsnnican Asada/tan of State
AtwaYand Tranthassion O&bltd. REspa>St'baky Ses with the specifier for correct
aelealon based an jai codes and sratdxb Got the jab location aeepage*
Pole Catalog No.
Pole
Cedes • x
Panther
ABaweble Pop f
Wind Map r;„asn➢
w
BoAtd ar Bate Conti Equivalent
Y Cole Bolt Anchor
Bob Sze Oia. 1091 *1104 90117 104130
OKSS104120 td 4'xllga. 716'8W
103131241193 12' 4'x11ga. 7W819
❑KSS644120 14' 4'x 11 ga. 7W8'W
❑ KSS1E+Hm 16' 4'x 11 ga. 7'ii-ew
OKS9204120 195' 4'x 11 ga. 7W4W
d KSBm41m 193' 4'x 7 p. 7W-8W
fit, 10352541m 25' ex 11 ga. 7W-8W
^}ixs ii119 29 4'x7p. 7Y1-81W
�BIC8 66170 25' Sex 11 ga, 10121Y
01031325491110 25' S'x7ga. 10-i2ys
OKS5104180 30' 4'x7ga 714.8'X
l7KS$30411110 30' 5'x7ga. 117-12W
3W lex15'+3' 3%x0flq. 3'
3W iCx 15+3' 3T1+'x 894,sq. 3'
39Y its 15+3' 311' x BWYsq. 3'
3W ifx15+3 3Wx83ti sq. 3'
3W Ws 30'+4' 334 x 8Wsq. 3'
3$6' irx30'a4' 3We84Ysq. 3'
3981 Were 314•x8Stit4 3'
3W i4'x30'+4' 314's83Ye{. 3'
31ir %'x30'+4' 43Yx12Wsq. 4'
3Ar We30'+4' 4%'x12WCsq. 4'
3W Wx30'+4' 39E'x8Wtq• 3'
31Y ifxPit 4' 4We 12Wsq. 4'
293
233
193
156
10.1
16.4
5.7
10.4
108
183
6.2
12.1
219
17.3
14.0
11.0
6,7
113
3.1
67
67
12.6
3.4
75
16.8
13.1
103
7.9
4.4
8.2
1A
42
4.0
8.6
1A
4A
13.1
10.1
7.7
5.7
2.7
5.8
2.5
2.0
54
22
"Allowable
obsite veirei conditions
trent be equal to cir yaw
than enure recant UPN
PoetTop
Plan Mawr •
Mowglra5t OPM
Krm Phase and Bits
Art
8craior 02 -
a0: of -
{1
MCI 12
S5Q'SATiSX-100 2 0
VL CC or CCS 17'
VL,CCor=C321' 1.0
VL,CCor0325' 12
vL,CC' aCCS29' 13
Side Ann
ti- 1!-'#
OA OB C3L
12
2.1
2.8
1.8
2.1
2.7
0.9
13
15
1.8
2.4
4.2
5.6
3.6
42
5.4
1.8
2A
10
34
Mei
OT QC
2.0 3.2
3.9 45
3b 61
2.6 4.1
3.8 53
1.6 25
22 3A
2.7 4.3
33 5.2
3.9
3.0
6.6
4.7
6.0
6A
2.8
39
4.9
59
e IMa ON 7.an= PIG • tQ. e0xe00e4, Cnvar reuaret de17fssue • TEL MM1441aa• tam
t
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The Archetype
revision 3/17/03 • arM
WIN: A
Jobs BOAS LOWER CARPUS
Catalog number. 2*/AR3/400PER/COLOR
Mas kcwo ocoica was two
snot
op as
la sap s.
SOW pia ran Kin• Pole Crates took is provided by a1Mn a+Brate OA. for am+ rwung.
Approvaho
Data:
Page:1 of S
Specifications
t5O to 400 watt
Mogul Base Lamps -
Moxirraan Faaute weight (400HPS) = 45 orb
rg-�
•
ousel
1 Ytef
M ak* Ow piece bw capper ores than b%) diecast aluminum
alloy wish integral cooling rat row tbe optical chanter and electrical
compartment. Solid harrier wall separates optical and electrical
conpan mile. Datbte-ttkk wall with gum on the tampon -arm
moulting end_ Haring farms a half cylinder vat 55• from face plane
providing a woes m allow a &o h sigb.10dh deki4 Aa iwdwae is
Sides pad arelecfroaine puled still.
Lens Frame: One piece low cocppppery (leas than _6%i die-cast
aluminum allay lens frame with t' irJnimhan depth around the gasket
flange. integral hinges with Rainless steel pins provide rop.toel
mounting and removal Gan housing. tingle die-cast aluminum
can•ladn provides Pm+live Ong and sealing of the aPgtel amber
by a one piece extruded and wdrattted dficarr gasket. dear 3.b' trick
tempered glass
undlens th eirisled t & clips with ii silicone
gasketing a
Reflector Module: Specular Ahab optical segments are rigidly
mwrged within a deecast alumnae enclosure that aegd.es to the
housing es a onepece modde Reileuir mot Is add rotatable in
90t increments HAS and PMH sacclen are porcelain 41N puke rated
catgut base, MN sockets ate porcelain mogul base pin oaenled, with
molded silicone lamp stabilizer. MI macaw modules a factory
phewiad with amenea plug and ihdtde silicone seal at the
peoursin oft* impend bean wall in the SSiaire housing.
ENobfed Module: At electrical components are lit and CSA
recognized, monad on
plate and factory pawned with
qnc' kd"smmotx plugsMakinl module attaches to housing with
ro400l hinges and bldnea, accuse& by opening the km frame *My.
Mbasso are high peaafariornod-RYF.tang.
Sigma awn; One
and bay attuned top �arrd lowest tenthaireao-pole idmhlet is by
karma, draw bt and inckttes a pole red icabg ptass widi wire snub
Wit Arm is dear cut fceapadlied MAXIpole.
Optloiml lNa6 *WO* Fbdue mooted to ppomedd concrete wills
only. AmaMed supped ain padded with VSacted it an add
embedment boast is poricba to accept
draw bobs. a a trartApla�te cams its Bac
All wag mount conveners arefhMted bath she San.
ROLE: Junction Ban In wall must provide adaNma foam wppon.
See NECaeaitns 970.13,17 and 41044.16.
Flelafc Super TCIC donna polyester pander coat paint. Z3 ma
nonird thick** awned over a throne tnnwesion coating 2500
had salt spay KM Adman@ rating. 'Handed colas are Back, Oa&
Bronze, Liget Gray, Platinum Siker, or wit Custom colors are
salable and subject to additiamt charges, minimum purritn and
anger Slims. Consult apreentadve
Gupta to Listed b US. and Canadian mktygandatds for wet
locations Nate nrandeciaar shal a1ov�. a malty pigpen That is
cbents/d b meet the ISO 900I 2000narfrd
CMSUON: Foams ins be wended in aaania or with local corks
Or de National Electrical Code. Fare to do so may resuit in serias
E ;K
• baba Na LAMAS NC - PA SOX me&Cn pF Ares stwv. ca.
neneea•tLi a • FAX senw-2.5
AR
The Archetype°
aversion 3n 7m3 • aralt
Type:
Job:
Page: 2 of 5
Standard Features
IYcor np
3Y codr�aayatt isaravailable
far ttantdpoksonly.
Plan Mewl
y + WallMount
ME ,
al
EPA: 13 14 24 32 3,2 3.9 rda
Cat No.: O1A 0213 O. O3T J3Y O4C C71W
Fbluse sn
aidlight +i b.Poi.
See the tam Site/Roadway
Cpis gygems caw" fa.
'1I
p.e
Ugly DiarAttdon:
Cat. No.:
CD
Ii
Futt
He
I deb
Type II
Full Cutoff
0AR2
Type BI
&awardfi
Full Cutoff fill
OARS
Type IV
Cuicif
OARS
Type v
ns
Cutoff
OARS
detailed information on
reflector design and
appl`Katian•
Electrical 01edtde
Mt a Mgdl Halide
PM a Pulse Salt
Metal Haide
et a ,
1-
Lamp tamp Lame
Cat. Nos. for
Saida, Modukn available:
01Alnni
IIUI PSIM1
o101ifla
0HOPSI77
O1101MM3 ?
0t51111811400
023011P/120 IO400YWWs1211
O2901W5E0i 1 0 4111HPIESS
0210#PS2* t DIO8H1PS111
02fateS271 O400HPsra
O201Wi147 I O41Mn347
C]200FWS480 p4001fl400
Jt75aim
111751,1201
, J17B111241
J17lIMtIo
017941347
3INIMH88
Lamp
&23Y11 C ear
&18, Gear ( 618, Clear
BL28 or
Socket
M�
Mosul Base I Mosul Base
1
Mosul Bast
HoGriental
Ate Babe
S45
O21MMM2o
O21111111111
QS181180141
o221111277
oasis
O21MMMSS
5.50 I SS1
I
040 1w120 O257Ptattzl
04001M 1 IO>' PM1111
04000 H241 1 O2t4PMeasD
oc an 1021.11007
osmut IO211PMe1°
O400111ea0 10201P00108 •a01PMeN1
M-57
0400wwttal
J10114114200
J400814040
J,MPM1177
7SMH317
oQ t s 2r`7
Lamp
j
� or
ED 2(S tier I ED 2& Ctt
ED-28, Clear
Saki
pSitatetad
Mogul Base !Mosul Base
Mogul Base
ANSI Baba M-58
M•S9 I M438
M-135
Filikh
Super TCIC powder coat
paint over a chromate
conversion mating,
Color. Etta Clark Bronze
Cat Na: Owe Oose
'Custom cobra Atka to additional
Consult ra nserialne. Cs sm n cola
UghtCray Platinum Silver White Corn Color
"ILG? OP&P f; OW OW.
chages, minimum quantities and extended lead lanes.
desalt:gore
FIGURE 16-1
2-30
2001 CAUFORNIA BUILDING CODE
1. LINS11111111111POL.M01111E1W113111111.13 IINEEK ITOURSE ACCBtAMS
2 =MC*E1 USE OFWN0WEED Cdn on WLORWQMgIB 18i0NB OINASKA SHAME.
3 MC PdiNAWN IBBE PNHR011100 IS95NC 1 EWNR118UMBR ?Ill
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Cagan
FIGURE 164—MINIMUM BASIC WRW SPEEDS IN MILES PER HOUR (x 1.61 for WNh)
mcxma BOLTS
4 MACES
PLAN VIEW
4 Ton sWWTUFT
CFMEREO N T44E
SIDE VIEW
A
CYNSER MOUxO
TOP WOE
IY r ]e' x n• AYMop BaLTS
4 PLACES
PVC W/ C4 TOTPLOUPLFAs
COI0JR TO SE PLACEB AT
THIS LO0A1U4 THROWN Ps]
NEVI ICR 1 'Alf I W E
STRUCTURAL NOTES:
WTUWxS:
- COWPERC - se OAT roTPRESSNE SMOOTH re . BOW PAT
SECTION VIEW A —A
ROTATED 45*
SEE DRAWING B10-594-E FOR MEYORSYERT
PRE -POUR )%OX UME NOS S4R-E0 x S•-0- MOLT poLE 045E FOUx0AT0x
POST -POUR xx)N DATE »WI IIN4 )g6PUP-PARNWO Lai
DRAWN DLO CATE ab/l T
CRELT(0B TN SCµE a/4 .t• x0XTORT BEAa.
CA. 09es0
SAIESPEPBON ix PACE T Ops 5BA BBIy ILREP N505 aWU NO. 10-5B4-1 I
WENDS SEE TABLE CUST. TRC SWIITOBO -
loos BOCBMExi LB THE RaPERR' OF
OLOCASILE PRECAST, INC R IS SUMMED
roR REFERENCE PLMBSLS BNL1 AHD MOLL
NOT 00 USED IN ANY WAY INJURIOUS TO THE
NITRES'S OT SAO COMPANY.
COPYRIGHT ®]W] Octopi'. Precast, Inv.
AN RIOS Reaerad
11.111Urr rAU1rn . Oldcsstle Precast
*text/ SN.e9NOM a....4r 00..r,- Cot/... •r.N.- e. P.. • T.We . ew w»w
5/16/2007 1644:52 AM, JORGGRIGUE2
A
PLAN VIEW
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SECTION VIEW A -A
Luc HEYISCN
STRIJCTURAL NOTES:
MAWSIS¶
- 004lvaETE - ae DAY CCNPRESSNE srRERCIH CC - 50CC PSI
- PERM - AEM A me ORME CO
HOOP DETAIL
BEE REARING Rl0-014-I Pat PRoMWI
REBM SCHEDULE
aI BI
B^D
C
14 DE•P BD
PE
PRE -PER ARCM
POST -POUR Om DATE YxNM HWe HoaPM& PMIONO ICI
DRAM DM M}E s/20/07
U'we oxx SCALE 3/13 REVERT HJOIL G. %MO
FEt0 0JSDN mt PADS 2OF DPx S.DE NDls1 WOE/ WC( IESP Na1310-594-2
WWI SEE TAIL CUR Ti SOLUTION,
OP E e-4 --
4 IDS�M
Off EMTGREMALB ffSILL OE
DOE *UR 24R-LB M P•-0• IBMT POLE flat FTMVSWR - o0MLW.RM0
MB DOCUMENT LS THE PRDPERIY OF
%BUSTLE PRECAST. INC. IF Is BONNETED
FOR REFERENCE PURPOSES ONLY AIM SHALL
NOT BE WED a MCI WAY NIRIRWS TO ME
DTERESIB ir END COMPANY.
0OPIRWHT 02007 °Moodie 0reew& Ina
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