20130320 Lighting Plan 4 05132014SHEET INDEX
LP 1 OF 2 LIGHTING PLAN
LP2 2 OF 2 LIGHTING DETAILS
PROPERTY DESCRIPTION
24 -17 -1E IA HE SE COM NW CDR SOLBERG
PARCEL NUMBER
21724410200
SITE ADDRESS
304 LONGMIRE ST. S.E.
YELM, WASHINGTON
SITE
DATA
ACREAGE:
1.14 AC.
ZONING:
R -14
POWER:
PUGET SOUND ENERGY
TELEPHONE:
FAIRPOINT
GAS:
PUGET SOUND ENERGY
SEWER:
CITY OF YELM
WATER:
CITY OF YELM
CATV
COMCAST
II ,
C'
M" z
O�
a
r �
L
UTILITY CONFLICT NOTE
CAUTION
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPT! OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND
THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCA71ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
I� NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
PR C) -TIT` d IYYr .T' rg tr raw/ nt
RIVER RUN APARTMENTS
NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M.
LIGHTING PLAN
li
'110'
449*3e'38 "E 194.00 L
-- ,,,, 10' SIDE YARD e�
. .I
FRONT
YA
SET B
I
M
PROPERTY PROPERTY LINE
+--R 4V
R /W LINE
— — - -
EASEMENT LINE
—
ADDITIONAL 10' UTILITIES EASEMENT
G
PROPOSED OWPC 70M 120v
f
�
I
PROPOSED A21L 150M 240v
GJM
PROPOSED SIDEWALK
_
PROPOSED SHOULDER
456 - --
PROPOSED CONTOUR
-`' - -
EXISTING CONTOUR
- -- --
EXISTING EDGE OF PAVEMENT
00
EXISTING STORM MANHOLE
D D
EXISTING STORM MAIN
--
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
I
EXISTING POWER POLE
I
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING WATER MAIN
C'
M" z
O�
a
r �
L
UTILITY CONFLICT NOTE
CAUTION
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPT! OF ALL EXISTING UTILITIES
WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL
LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND
THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCA71ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE
UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
I� NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
PR C) -TIT` d IYYr .T' rg tr raw/ nt
RIVER RUN APARTMENTS
NE 114, SE 114, SEC24, TWN.17 N., RNG. 1 E., W.M.
LIGHTING PLAN
li
'110'
449*3e'38 "E 194.00 L
-- ,,,, 10' SIDE YARD e�
. .I
FRONT
YA
SET B
CONTRACTOR / DEVELOPER NOTE.
THE CONTRACTOR ANDAOR DEVELOPER SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION
TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF
YELM AND PRIVATE ENGIINEER. THE CONTRACTOR SHALL SUPPLY
CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A
PROFESSIONAL SOILS ANID70R MATERIALS ENGINEER SHOWING THAT
THE ROAD SECTION WAS; BUILT ACCORDING TO THE
RECOMMENDATIONS OF TTHE GE07ECHNICAL REPORT, THE BACKFILL
MATERIAL MEETS MINIMUI'M CITY /STATE REQUIREMENTS,
i,.MPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION,
AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS
SHOWN ON THESE PLANES HAVE BEEN FOLLOWED.
�4ry
WALL MOUNTED
LUMINARE.
_ -- "PROPOSED
5 APARTMENT
59 BUILDING °B" 59
APPROX.
F.F.= 344.00 ,
344..'..
r 344 �
POLE MOUNTED ��.� �. 64'
LUMINARE
- - - -- _ - - -- _ __ PARK- AREA
64
I - - - - PROPOSED
A I APARTMENT
X BUILDING "A"
APPROX.
F.F.= 346.50
_.._348_
7 -
- -- 64'
348 -- — 10`PSE EASEMENT PER AFN— .3982737 --
—G __..- _ —c _ .__c— ._..__
MONUMENT NOTE
MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED
BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS.
ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE
SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE.
DESTROYED MONUMENT NOTE.
PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120,
BEFORE REMOVING OR DESTROYING ANY MONUMENT ON
THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY,
LOT, TRACT, OR PARCEL OF REAL PROPERTY,, A
CONTROLLING POINT FOR A PLAT, OR A POINT WHICH
IS A GENERAL LAND OFFICE SURVEY CORNER, THE
APPLICATION REQUIRED BY THIS CHAPTER SHALL BE
SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR
OR ENGINEER AS DEFINED IN THE CHAPTER.
CONTACT THE PIERCE COUNTY PUBLIC WORKS AND
UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION
AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION.
APPROVED FOR CONSTRUCTION
BY: DATE:
Director of Pobllc Works
APPROVAL
EXPIRES:
SCALE: 1"=20'
0 10 20 40
VERTICAL DATUM
THURSTON COUNTY
NGVD 29
BM: 1252
CASED CONCRETE MONUMENT WITH BRASS
CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD.
ELEV: 347.21
CONTOUR INTERVAL =2'
TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES
I
M
PROPERTY PROPERTY LINE
+--R 4V
R /W LINE
— — - -
EASEMENT LINE
—
ADDITIONAL 10' UTILITIES EASEMENT
G
PROPOSED OWPC 70M 120v
f
�
I
PROPOSED A21L 150M 240v
GJM
PROPOSED SIDEWALK
_
PROPOSED SHOULDER
456 - --
PROPOSED CONTOUR
-`' - -
EXISTING CONTOUR
- -- --
EXISTING EDGE OF PAVEMENT
00
EXISTING STORM MANHOLE
D D
EXISTING STORM MAIN
--
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
EXISTING POWER POLE
I
EXISTING WATER GATE VALVE
CONTRACTOR / DEVELOPER NOTE.
THE CONTRACTOR ANDAOR DEVELOPER SHALL BE RESPONSIBLE FOR
COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACTION
TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY CITY OF
YELM AND PRIVATE ENGIINEER. THE CONTRACTOR SHALL SUPPLY
CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A
PROFESSIONAL SOILS ANID70R MATERIALS ENGINEER SHOWING THAT
THE ROAD SECTION WAS; BUILT ACCORDING TO THE
RECOMMENDATIONS OF TTHE GE07ECHNICAL REPORT, THE BACKFILL
MATERIAL MEETS MINIMUI'M CITY /STATE REQUIREMENTS,
i,.MPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION,
AND ALL CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS
SHOWN ON THESE PLANES HAVE BEEN FOLLOWED.
�4ry
WALL MOUNTED
LUMINARE.
_ -- "PROPOSED
5 APARTMENT
59 BUILDING °B" 59
APPROX.
F.F.= 344.00 ,
344..'..
r 344 �
POLE MOUNTED ��.� �. 64'
LUMINARE
- - - -- _ - - -- _ __ PARK- AREA
64
I - - - - PROPOSED
A I APARTMENT
X BUILDING "A"
APPROX.
F.F.= 346.50
_.._348_
7 -
- -- 64'
348 -- — 10`PSE EASEMENT PER AFN— .3982737 --
—G __..- _ —c _ .__c— ._..__
MONUMENT NOTE
MONUMENTATION OF EXISTING AND PROPOSED ROADS SHALL BE INSTALLED
BY THE CONTRACTOR AS SHOWN ON THE APPROVED FINAL PLAT DRAWINGS.
ONCE THE CONTRACTOR HAS INSTALLED THE MONUMENTS THE APPLICABLE
SURVEYOR SHALL BE CONTACTED TO SCRIBE THE MONUMENTS AS APPROPRIATE.
DESTROYED MONUMENT NOTE.
PURSUANT TO RCW 58.24.040 (8) AND WAG 332 -120,
BEFORE REMOVING OR DESTROYING ANY MONUMENT ON
THE BOUNDARY OF ANY EASEMENT, RIGHT OF WAY,
LOT, TRACT, OR PARCEL OF REAL PROPERTY,, A
CONTROLLING POINT FOR A PLAT, OR A POINT WHICH
IS A GENERAL LAND OFFICE SURVEY CORNER, THE
APPLICATION REQUIRED BY THIS CHAPTER SHALL BE
SUBMITTED, SIGNED AND SEALED BY A LAND SURVEYOR
OR ENGINEER AS DEFINED IN THE CHAPTER.
CONTACT THE PIERCE COUNTY PUBLIC WORKS AND
UTILITIES, TRANSPORTATION SERVICES, SURVEY SECTION
AT (253)- 798 -7250 FOR ADDITIONAL INFORMATION.
APPROVED FOR CONSTRUCTION
BY: DATE:
Director of Pobllc Works
APPROVAL
EXPIRES:
SCALE: 1"=20'
0 10 20 40
VERTICAL DATUM
THURSTON COUNTY
NGVD 29
BM: 1252
CASED CONCRETE MONUMENT WITH BRASS
CAP ® INTERSECTION OF YELM AVE, & TAHOMA BLVD.
ELEV: 347.21
CONTOUR INTERVAL =2'
TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES
REVISION BLOCK
LEGEND
4!
PROPERTY PROPERTY LINE
+--R 4V
R /W LINE
— — - -
EASEMENT LINE
—
ADDITIONAL 10' UTILITIES EASEMENT
G
PROPOSED OWPC 70M 120v
m
PROPOSED F250 ML 240v
5— 6 -14
PROPOSED A21L 150M 240v
GJM
PROPOSED SIDEWALK
_
PROPOSED SHOULDER
456 - --
PROPOSED CONTOUR
-`' - -
EXISTING CONTOUR
- -- --
EXISTING EDGE OF PAVEMENT
00
EXISTING STORM MANHOLE
D D
EXISTING STORM MAIN
--
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
❑
EXISTING CATCH BASIN
EXISTING POWER POLE
H
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING WATER MAIN
REVISION BLOCK
NO.
DATE
DESCRIP77ON
BY
1
1 -22 -14
PER CITY MARK —UP
GJM
2
3 -19 -14
PER CITY MARK —UP
GJM
3
5— 6 -14
PER CITY MARK —UP
GJM
'irii
8 „5
z
o w
z
o �
C7 5 Y
U
(q ¢ W
W rl S
G O U
N
z
a
O u�
2�
V�
Qrn
y
IJ 3
Zz�r
>d -2
ov �
CO
v
V N
9 U
d
m
a�
¢
C � `
O U
�o
Z
Q
V
CL
V
Z
rI
V
�.I
V
DATE
4 -10 -14
DRAWING N(
8115BASE
SHEET _L OF
_ X21 I,urainetires
A21 D
SPE(:.IFI- CATIONS
DESCRIPTION
one atom styled Iumlnale shall conBl tl
of o dedomllve Wminalre base wah on
integral globe holaer/L )Ilu l housing and
on acorn Shaped Blab,
41 911511
Hxtund dne nos o,11be as caroled no
back p g
MATERIALS
The l", To color b 1111.,I h,,,bgi oad
globe holder shall be heavy wall copper
VOe, cast aluminum Produced from celli-
fled AS1M 356.1 Ingot per ASTM 9 179-W A
or ASTM B26_96 arms tl 1 to the paHern
elthcempleted IL t Clobemat nalsholl
be Flea texlu ed acryl c (4ta l i d) won
clear Related! posycartachate or white lox
Loop polycarborc.e as options. Internal
redact hall be to o Ikot . glass and
polocf shall b 4 IPh d u_
OPEL 21 Inial dholl b cost duTll um
metal fop Is sp In aluminum and flar, -
Ilve bantling H brass. All hardware shop
be SIOlnless steel. All exledar hardware
shall be tamper re9stant.
1INSTAL116 AXN
cartnmoenrN p1 ran a3 O.U,3'
lonDl n 114 d' Cket set screws.
(I tlmlrlallG rlh 0 B SoNO5 rminalre base
01.11 mount on a 1,25OD, Iod)The
globe t Ill c .11 fh- IicnotebV
Tom 1/4 1 k lshl nc o The
ball. f Rot L ly shall be
turn ih d with a k d: I pit g
andn ut or, f II.apitH°.
The beflad pit IL shall be > T ove d by loot
anon a thumb screw.
FINISH
Iorflnsh spedificalrous and color porous
sup "TWO' ctionln coma, _
LIUfLT-$OURCE
I. IM1,01 es shall be furnished rr th an H.LD.
ballast and socket assembly. L3minalre
shall be UL listed and labeled as suitable
for wet locoilons, Soakeis shall be gldoed
porcelain mogul or medium base with a
copper alloy nlekel plated screw shell and
cone onto.! Ballast shall be core and
cot bah po er (auto egularng type.
CCERTIFICATION
Jppn reducer ....... f ,tutu, shall eehtly
the ne, of 356.1 "'If allo, upon regue6t
naneilt er tall courtly, ELflA4 and
Latin, format On
ANTIQUE
Street LaMI25 "
111 Mr@ppin Pmth ]A
R Na 1274 )S.Idd•rmb JJ 9lFg5JR
®A L/THO/VIA LIGHTING` =
FEATURES & SPECIFICATIONS
DoN. N°SE
NvidugmnAOUa 1 d tpx ctolal and vxnmro,,gTm ant tar
WkMOmlO em[ I umbwungwl aaryuraa epelYmNinalelenbon
Orami'lon .rep .n
OIUM1ng1[mpSawre- lfT- 13eHor5Y 195(1. OVICDO(GeYIIaI PY1PYSa
Loop Tpe mry Ml:eaonssmlmmmp BN"t,.
Befle aL 2s611nnlem O W PC
OT
Pdp E enlaaot
4
MN AstLrr,xdrdedmanln. jOW METAL XAIIO[
Ulto 'It
Hamel nmew NWW@pnxaa°ppl9. gfY �F WALL PACK fBOt
Or Wlublfln ""LTA a xmm mghemmme deem ISry
Y
Ieig.1IN! F{ Y 4E E
edit d 6hT&e mlyFM1Me muAM011eua l0 "a rx,febt.9 -oY
dent
MWnglmnlgrnd lomnnngdewy ,nratandIW4',WMmIVbnu(Wt W,n A,a,l PY aI% N4
mr«ap.pem3/rm pr n b.
.E.,
IT dNl -m B C e I,y dd55u aNelo wnlmnm.
WIPMNTY So"ale, - - -_ -�
1 d 31. d I V) . Kept, 9.10(141)
u.prm.a mau t. ran bw hen e. -
.it, 1 rVal(31 A
NmM11I3/1611Y91 � - - --
wagb IEto UAwI)
ssn
Atlaimm un Nmm nJe6u n amlu F.vW nnvmW.
IOW1E I". ILID ILP IIt. I
OECOPIl19E0UIship
12.2014
RIVER RUN APARTMENTS
NE 114, SE 114, SEC 24, TWN.17 N., RNG 1 E., W.M.
A to
mmr2 0 A21 % AEI F A11 X AIdsh -1 R Apex
I II, Ieu Imv Iv. Ibv Ih taw
A21 P Ass WNT ex, 0 A21 M T A21 L en A41 N 9n A21 S� �1 AD
OPTIONAL t3w1 i (wa of >1s)
lOP$ FPf Drwl Top
Draw Top
FAB MI S (ON.) lluw
BfgM1ers....a,
815)
env ds on0. '+ 1 uey s4bnor - +[-- NgyJOr MStl4m POte Foekal
--_- r -- OOt1Arrn- NpgOWla
0 _"Gc Nao Nn. w°OSCU,
LIJEA BASESAIRE ?, .__IN,HD. eacd eomaotte.Gsa.tp, FAR,.,
HASES Y_ T e' -- Care AIm. Erupt mrnl IT.,
-Gbba
4C1. D. 6RD. 3.)STJ D.
�� v- (4)1 /R •vakat'atFwretvs
Weep Haks
q' 115 lY ! _coa..-- .teaurs GBL NUllon xcx, Y)
J N. , .- -con AUm.um wnwroBO :o tpaor.,,)
11. ebud d.50. D.
aSbD.P W iC L
1T atibR lSbD r SOD.
IT•11
12 s• 13 s• Iy
L + N L 5 AU
fi'QI]. 3.5tl D. be N. d'O D,
cose aoec"It ,IGnormwn 3'ao xalanone Nmm Aprmoompxl.
k ` -Buck I%camect R{1
3 "OO A-,
Cn :1 POnmoseare CmtA4nFunter'win Nl ck pecepa I, �relY COwtp lore YUNnitre. soc4oteop so, dr,.M hos
'Lhrorcilwctaacwl + awmrtd2rnatrcoc wdllN sadaun.roxrnmat'!
1J12Utlllloa INFORMATION
NO.
oee
Rumple- A21 A 25N MED ACT GR5 IM ANNE PRO
Pal 1_`�✓I�
„ >a rwm.r mrn .E
ALl
� -fir
Se s WDBOge /Lamp �
-
p161tlbUXOn Vdl� -
an
F101sh' Optl s
A21 A SIOHnMED
PER CITY MARK -UP
A21 AU )1 MED
1 brb 1Ro ANBK NN FEE rmn
cpp5
A21 1, 1o16IT bow
MFD
208 ANDS flora era m FAB w,d,r
A21 C I)OH
GR] 240 ANOG uouva..r, NOT xaenlw
5H ME0 �;
A2J D `om MED
1gp6 g.. ao nose 277 AINV6vemeseon HStm°.rw. -
+ca
A21 E MED ne
Len Mel XaI -I ]d] AIDED mmehamn PE81 nu met
nm
A21 K 1o01M MED N hoax
-J 680 CM cad.m.wn PFB2 Pnocakcrk n, )v
A21 L 15�1M MED al
AC1 6yngW TB CS use- PER' Hrmniw ,wv
A21 M I7`S.M MED
PCi PEI'ru.wtw pncr.ar+ [You,
A21 N ]155 MED 4f
pyR PEY N'mn lw
A21 P
MEF '4' %-,
PE6' NYtifattt
]IPSO �n
A21 R
P - n a env
10105 MED v .me
A21 5 15p5
BE ap. Error,
A21 W MEO Ire
) a0mamve. M panda ra.aR '.
611 RT a.,l
A21 X -
- N
e
gray
n m,twll°gwrry i.vnapef b k t luwrm,e
70
NTSOUC tr t t pro
_gc
A21 151S GR3
OATEONO 21150S4EFPIC "�" "McuityBrands.
CATALOf�; A211505 GN
TBTY' ASU017
LeALL CT , 1/310008
ATA C ; A21150S G91 ANTIQUE
WORAHRE: ACORN WMINAIRE WEMTYPE IN GASS L REFRACTOR.
UMP: CLEAR BETANATT HIGH FREASSURE SODIUM( VERTICAL BASE l%.rLNJ yI F,IEI LAST 'ti
POSITION.
IAhtl' OLUTILl I LAM RATED ED LUMENg AMP: 16000
INPrIl WrATTAGE 150
um"' g aPENIN44FRILl CYIIN.E^ R (OIA; 14,04', d 21 ')
IT VALLIE: 38 (BE =1)
TER C A-TEGORY: DECORATIVE POST TOP
MAx CTI: 2,725.0 AT TOR120NTAL]25 °, "LOCAL
CU Tall IC,,,: NDTKN'OFF
ROADWgYCIASS: MEDIUM, TVPE TV
EFFICIENCY. 79%
Pallor catEel. llrtraba m lIefoolmanNe Not
3,8x0 160° W° 160° or. IW° 4 3 2 1 0 1 2 3 4
130°
1.40° p °° a
933
96)
CLA gN°
.) EV° 0 \ O
933
]0° 1
LWV
1 ra' 60°
3
)a33 5°,
3 800
VA:O° 10° an 3p° tl
I■ Max Cd: 72.5 °H 4
�ry
11120f, - Ifc
Bit 10 0 0.5 Is
■Sfc of fc ■G0 %Max CG
INSta'c r14sN mouri hegk (2pk) Max <:]
"Re"AL PHOTOMETRIC TOOL 1.2.46 COPIRIGHt 2014, Ant MtANDS LIGHTING
REPETRTED DATA FALCOTATED FROM MANUFACTURER I Le 1. FILE, BASED ON IBM RECOM TENDED MEMOW.
EJ V15WAL Plla W METNC TOOL PAGE l OF 9
NWPC flfel w.v.' SUN- 3J .coM1a415lpwlmrtrl[UEwa /JeldJll aspat 27"
NOTE: CALL 1- 800 - 424 -5555 BEFORE YOU DIG.
tPROIFC'� \'l1 r, Y ' ti P DWG \ ^21' B,, (!. alr r, '2nln S -r')- "/I
114
3/24/2914 A21 KEG GR3
OUEODDRP1XaCe umc REPORT
CATALOG: A21 15M GR3
LCS Graph Z2SvJ _
Nx-
theirs
BVHW -90° --
(Rolm
a%
..ED I
M x
9.14 '
BM W W°
1m
4,96
"MatityBrands .
uH no Lee
.1.abn
Iu IR m0°
a11m
)1%
_ FNI80 -9D°
83)Ilm
5z%
Fa1XYeN°
I1%11n
et 3s W°
No
Back M911[ stall. °° Ne.3F. Forward LlBhL
4.996 0.996
Sea. =Max ICS%
0 Trgged ka or, 338LSInp 21 k
UASL1111)
VLSDAL PHOTOMETRC TOOL
oa
htlp/ Iwxv. 4sw4- 1]. c4MIWs /F21mtlreVicUeYnlhtaWl.pfA�111
PAGE 3OF4
Ne
APPROVED FOR CONSTRUCTION
BY: DATE:_
Dr, ectoF of Public Work,
APPROVAL
EXPIRES:
OrA LITHOIMIA LIGHTING'
FEATURES & SPECIFICATIONS
INIENDIOOSE
Rwdrg4ul arovarrial ra,odsonl 9n miry comments OWN
ORSM.rn°N
Eager, N uco urctuarstra stacaram Nat dropro Gas rauttla na "t,
Nunn
-1a-111 hror, Nm d l II n 1g41R'i y d E h p o p d
9MSle°tw l li9l pm 9 O p0' 1 e M J IId W os
p,ueao bemwnungharNeMl:t/1 "NVlry 11,1 -;.16 C d yk uR
ELLol
t2Mtna, le 5 15s59W°ps la100WMRW N,,,,, nqn
mtt fa II St pre- 0.,D 0.q q (W,1 p l arbiterea.,
rlrtlenlandE SP pit 1 NVandap]WMIl Mr1alr -opi .
LISlIN4
LON1ri[I415eett
Flood Lighting
a
UL mm a wd ¢kr Ted L^U ln uu.em w Inn oe 50 -15UW HBO % ... Ld Suarm
70400WMorl)IalrIL
WPPMXIY
111 d r rg g2<memAw mnnt9ae» rata wllehrnn lanme ue.
rdtes� oof pe meanyemda, as fs4ns4
IRRIB.
9
-
JT
iael
IP3YI
tS0150 WVO fIf5M 5mNl �� JT -� I Lit -
P
HI mmTnln morn R50-0NNMedum
CONTRACTOR OLECO bROOTE y O
D
13UIIt1h II IP9U
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
1
1 -22 -14
lips
an
2
3 -19 -14
PER CITY MARK -UP
GJM
3
5- 6 -14
PER CITY MARK -UP
GJM
O
Lr
Z
to
-_
o
W
_
e
0
--lieNoslen r
70
-
_
as
In
Q
W
W
(Y
I
CONTRACTOR OLECO bROOTE y O
D
13UIIt1h II IP9U
REVISION BLOCK
NO.
DATE
DESCRIPTION
BY
1
1 -22 -14
PER CITY MARK -UP
GJM
2
3 -19 -14
PER CITY MARK -UP
GJM
3
5- 6 -14
PER CITY MARK -UP
GJM
O
Lr
Z
��.•� u1Dh4�
W 0 A&
V4.ew se oz
I� es e i
0s: I T -
SIB
'' 11
LP2
II 8115 II
L
oil 1
� (1
o �n
s1
O so
al m
Ed
W
T 2
Z N D
O u>
1- W U
C n sts
v
f�
v
_Q ~3
v
y
O
w
c
<4 j1
`l
W Ci
V
t-
Z
OAF
Cc
O
V)
J
IFQ�
1
Ld
O
V
V
J
DA TC
4- 10 -14
1RAWINC NO
8115BASE
1EET 2. OF -2
0
ITT
_
I
O
Lr
Z
J
U
W
cal
r)
X
as
In
Q
W
W
(Y
I
L
oil 1
� (1
o �n
s1
O so
al m
Ed
W
T 2
Z N D
O u>
1- W U
C n sts
v
f�
v
_Q ~3
v
y
O
w
c
<4 j1
`l
W Ci
V
t-
Z
OAF
Cc
O
V)
J
IFQ�
1
Ld
O
V
V
J
DA TC
4- 10 -14
1RAWINC NO
8115BASE
1EET 2. OF -2