HomeMy WebLinkAboutT-388309SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 E, W.M.
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POLE
_ 4'-0" _
.f. UMINAIRE ARM LENGTH)';
- 2' TANGENT
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I 35- DIA HOLE
6'-0"
(LUMINAIRE ARM LENGTH)
` 16 R �2z
3/4" -
1 1/2" DIAMETER WIREWAY
I L 4" OD HOLE
i
,O
(LUMINAIRE ARM LENGTH)
30' R 30"
1
( I
-
BRACKET
SIDE VIEW DETAILS
I'
�- 4' OD HOLE
TO'-0"
- (LUMINAIRE ARM LENGTH)
45' R
I A
36-
-
I
I
` 4 OD HOLE
ROUND CAP
ALUMINUM SHROUD
(BY MANUFACTURER)
MANUFACTURER -
-
12•_0•
SHALL WELD SHROUD -
_
(LUMNAIRE ARM LENGTH) ALL THE WAY
AROLND
u�
- 60' R
46,
LUMINAIRE ARM
1:
CLAMP -ON TO LUMINAIe:
4. OD HOLE
a �'
I UMINAIRE
CONDUCTORS w o
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DECORATIVE LUMINAIRE
LUMINAIRE ARM DETAILS LUMINAIRE
ARM MOUNTING
BRACKET DETAILS
ti�Y O
� � + PEBLIC WORKS
LUMINAIRE ARM AND MOUNTING
�
STD. PLAN 117 1
DEPARTMENT
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BRACKET DETAILS
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PUBLIC WORKS SERVICE CAB W/ BBS ATTACHED PLAN - 122.2
DEPARTMENT FOR SIGNALIZED INTERSECTIONS L)
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TOP OF POST
3• (M PIPE CAP
NOTES
1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutlon details.
STAINLESS STEEL
FLAT WASHER (TYP.)
-
_ _
_ - _
2. Where shown in the lane install plaque R10-32P "PUSH BUTTON FOR 2 SECONDS FOR EXTRA
P P g ( )
THREE 1W STAINLESS
TOP of Posr
T7
CROSSING TIME" above the Accessible Petlestnan Signal (MPS) assembly. Add 14" (in) to post
(IN)
STEEL HIX NUTS
_ -j
- t-;
--,
b
hegM to accommodate plaque and leave a 2" (in) space between signs.
1M' ON) • 1 14' (IN) LONG
GROUNDING CONNECTION -
a
3. Mountingtllstarlces vary between manufacturers. See manufacturers recommendations for mountin information
ry 9
U STAINLESS STEEL
THREADED STUD - --
SEE DETAIL AT LEFT
i
EQUIPMENT GROUNDING '
I�.
0
4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard
EQUIPMENT GROUNDING
POST CONDUCTOR
YYALL
CONDUCTOR AND FULL CIRCLE
CRIMP -ON CONNECTOR - CRIMPED
FIELD DRILL AND TAP FOR
I
'iF
WTH A MANUFACTURER'S
RECOMMENDED CRIMPER
11
IX20 THREAD BOLT (TYP.)
- ACCESSIBLE PEDESTRIAN
iM
*
SIGNAL(APS)ASSEMBLY
GROUNDING CONNECTION
• WELD STUD TO POLE WALL TO
DETAIL
MAXIMUM EXTENT POSSIBLE
■
C
0
S/p' (IN) ROLE
( TER
w HOLE (TYP)
m
0
8' (IN) DIAMETER -
BOLT CIRCLE
(11r (IN) MINIMUM WELD) - B 1a' (IN) DR LESS DESIRABLE -
1B" (IN) MAXIMUM
1 IW (IM DIAMETER Sip- (IN) DIAMETER -- -- --
HOLE
HOLE
POST DETAIL 5
1W ON) STEEL
PLATE
PEDESTRIAN PUSHBUTTON POST -
W STEEL PIPE (SCHEDULE 40)
ANCHOR BOLT TEMPLATE
T
3W (1Q CHAMFER (TYP.)
59"OM OLEO ER
HOLE (TYP.) tN
~ FINISHED GRADE -.
S' (IN) DIAMETER
BOLT CIRCLE
I.
DIAMETER YYYJJJ
HOLE �-
1n' (IN) T ON) STEEL PIPE
SCHEDULE
( +O
STEEL PLATE BASE PLATE DETAIL
EQUIPMENT GROUNDING BASE PLATE ASSEMBLY -
CONDUCTOR 1y!" (IN DIAMETER STEEL HEAVY HEX NUT,
WITH FLAT WASHER, TWO EACH
3116 REDD. PER ANCHOR BOLT - MIN.
OF TWO THREADS ABOVE TOP OF
NUT OR 515^ (IN) MAXIMUM (TYP.)
•�
GROUT PAD -
INSTALPLUMBLAFTER
3/8. (IN) ,LAB PLUMBING STANDARD
DRAIN TUBE
,e
Z' (IN) PVC STUBOUT
°.DETAIL O .. ..
O w
b_ I
ROUNDING
m a
Y y
CONDUCTOR
CONDOR COUPLING - INSTALL FLUSH
a
i
WITH TOP OF FOUNDATION (DO NOT
GLUE PVC STUBOUT)
A TOP Or rouNDAnoN
PREMOLDED
JOINT FILLER
V ON) DIAMETER
ELECTRICAL
CONDOR
=-Iull
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RE
FOUNDATION DETAIL
19TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Jaedi Stevens
Phone: 425-250-0868
FINISHED
GRADE`, t -
ANCHOR BOLT TEMPLATE ASSEMBLY
ANCHOR BOLT TEMPLATE - TWO REQUIRED ELEVATION
1n' (IN) • 1 B" (IN) FULL THREAD ANCHOR BOLT -
FOUR REQUIRED PER ASSEMBLY
in' (IN) DIAMETER STEEL HEAVY HEX NUr6 -
FOUR REQUIRED PER ANCHOR BOLT
PERSPECTIVEVIEW
HER T
'G
S'ONAL
IIOiI /
3'
EDGE OF
SIDEWALK
TOP OF
SIDEWALK
Q� R. W 1A,g6r/ B
A A:
A ro
OrO �BOi cTBP`� `2W
�SSyONAL gNG
�J� � He,l 'rre
/.rra Cgw# run fir0144211 •M
ACCES8I9LE PEDESTRIAN
PUSHBUTTON POST (( Il
AND FOUNDATIOIJ
STANDARD PLAN J-20.10-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLIGTION
Twaehl„i..,, sla. b.wnn,.,n w r,..ren,xen c
NOTES
1 "We r "Vil" PMa L• IgCa (ad .ithrn a ai00wa1H, Construct pad
top Auer with sict.01N grod4 amittinp [homier .har• top and
side:•i'k obit. M0u ( Soo snail be Finirhed by i e cre le
contractor oMd shoo most ill Murei sn i Of ••ot�on 8-14.3 b
the WS0,DT Slandwd SpemiMitlina.
T- Pad maynt dlealgn is typical.
3. Place a alienme MW bil l•Ne feuna•Ikm anal vaalnel.
4. Anrnar bilti arts the-., •pacing is be p pplled by eah*et
and sNIb.m4l ted to lnr gnF.II.r er for
C-WIJclurer
ot.etzir
S. Coadult slim/Ruinlli•• Fir the ci.lrill er and emtoclm enhilels
shall be k.rtali•d per one c trocl Plane. plus one Z• spwe
copped apt past the il-nelation.
6. Cie•cr•l. shall be Cla.r 3000.
YK,• li ylrn•rn
-Snri 1. p-
7. 2- tianaurl anon b• pla[•a Trim in. cinlaclW l0 111e CUMIJ nea
eonleoe.r�BBS cubrn•t_
See rvaie 3
See Hare 3
B. Each ca h:le! 111WI nova a i{" Wometer plosUe drab vlpr
$m In ptYkrl -
na•pr
J
See H•ie 3
�q
egad ep¢..es)'
i
9. LMAty CarlauHj Lani,ally eelih'n lae CahM•t•-
2•
qe
10. When na Inree caalnels i.e La he InelaNed seal Waco allows, _
T
c tbined foundation sn04 he used-
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,- to x•
S- YIN
3/8' niensento, PlmUe h.fi fern low ceaN.11 -�
Ila, dionnow pLOII't dra`1 (one Per cab)nal) - 3 - �4 Renlere9 q Bar (eq pl pgc4}
Sev Note T
]IB" deIImrler p'entr: r 5
Li v41
t'
Sea Nat! 5
r
Hwiieinl ul
J-. N
a
n 'COMBINED FOUNDATION
f REINF_ RAR D1�6{
3 - FO R.r~farcinq Bar Iq ngpp7 I
{raid gpocesl
Cenfact er Canirgdler
10• C�idih [ ti . CWWilut ICI
PLAN VIEW
COIWiBIN£0 D7NTROIJiR/BRSJCONTACTOR FOUNDATION
PUBLIC WORDS j CABINET FOUNDATION DETAILS
DEPARTMENT I
NOTES
REINFORCING STEEL BENDING DIAGRAM l IF (. T'D" 1. Clamping bolts shall be tightened to 50 fit-lbs max. torque. After state inspection, burr threads to prevent
SEE STD. SPEC. 9-07.1(2) FOR BENDING DUIM. V (IN) DLAM. O M I nut rotation. DO NOT OVERTIGHTEN.
HOLE (TYP.) I I TAPERED
STEEL SHAFT 2. The final height of the Anchor Bolts shall be bell the top of the slip plate assembly to ensure proper
i'-T 1'-T' -'.Q (SEE NOTE 1)"--'--- ""'--"-"1 function of the slip base.
j 21lY CLR I e �.�- 3. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be damped
' ' !�$r . �:� `, �' to vertical rebar with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to
135'
o grounding stud with II i n connector trim manufacturer recommendedcrimper).
2•-r le o l a to Circle trim with a _ ,r_:O 11'.•P ( Pod
HOOK
I
1 9 9 P-o
C ON) DIAM. BOLT I N
f, 1 (TYP.) lO _ _ CIRCLE 11 17, i.: 4. Junction box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard.
O Q ELECTRICAL : r-=: ..
'T+ M 8/q^ (IN) STEEL t/e COIN M I I- .•_ 5. Provide cable tie at wiring entering the junction box (for slip base installations only) - See Detail A,
PLATE WITH HOLE • y18 1.....-.._....--- ...._........ Standard Plan J-28.70.
POLE BASE + 1B" IIN)
CENTER ANCHOR BOLT Q8 M B. Keeper Plate Shall not extend beyond the edges of the pole base plate.
BASE PLATE DETAIL ASSEMBLY IN FOUNDATION EIGHT REQ'D.
DIMENSIONS ARE OUT TO OUT SECTION O
Q M
w -- SIGNAL STANDARD EQUIPMENT GROUNDING
3 M EIGHT READ.
o a • • z�,r,rtp SUPFITTER TOP OF j CONDUCTOR
\" 1 POLE I
i .,,• ._` `" j Y (IN) PVC STUBOUT
" b I GROUNDING STUD WITH NUT- I
SEE STANDARD PLAN J-20.20 FOR ( )
" N o ! GROUND CONNECTION DETAILS ! BASE ASSEMBLY-3/4' IN
'" �' DIAM. STEEL HEAVY HEX NUT, WITH
m ELECTRICAL �: - 45; • ..; ! FLAT WASHER -TWO EACH REQ'D.
CONDUIT _e_a I SUPPLEMENTAL GROUNDING CONDUCTOR ! PER ANCHOR BOLT -MINIMUM OF
�, SIGNAL STANDARD ! (SEE NOTE 3) ! TWO THREADS ABOVE TOP OF
"-- I NUT OR SIB' (IN) MAXIMUM (TYP.)
a CENTER ANCHOR BOLT yq^ (IN) STEEL BASE PLATE
ASSEMBLY IN FOUNDATION ! (SEE DETAIL)
TOP OF FOUNDATION
SECTION O ! ¢ GROUT PAD - INSTALL AFTER !
PLUMBING STANDARD I R2EMOLDED PAVED _
SEE DETAILS ABOVE MATCHLINE FOR r �- JOINT FILLER SURFACE
SQUARE CONCRETE FCUNDATION m ale' N G I.D. DRAIN ; {� i u 2"
�__ YILTCHUNE USE DETAILS ABOVE MATCHLINE FOR i UNPAVED _TUBE IN GROUT PAD
SURFACE
ROUND CONCRETE FOUNDATION ' O 1' To
r (IN) OU1M. HOLLOW IN '
! i CENTER OF GROUT PAD LEVEUNG N P.)
I - MATCHLNE x :iI
3/4" (IN CHAMFER OYP.) i _� ANCHOR BOLT (TYP.)
UNPAVED SURFACE PAVED i CONDUIT COUPLING - INSTALL FLUSH
SURFACE WITH TOP OF FOUNDATION
3/C (IN) CHAMFER (TYP.) (DM CLAMP CONDUCTOR TO STEEL REINFORCING (DO NOT GLUE PVC STUBOUT)
THREE REDO STEEL REINFORCING WITH BARS
UNPAVED SURFACE LISTED CONNECTOR
PAVED SUITABLE FOR USE
n " ~ SURFACE EMBEDDED IN CONCRETE
B ELECTRICAL CONDUIT - SEE
I. CONTRACT FOR DIAMETER :y
z I• ._ _,y„ DETAIL OC E- to
N (Tk a".' _1L_. f b z OM iii b P N4
144I (TYP-)I,> O� A 3992o O h'
•I' b N B B019T80.H' `2
__ b 1W(14 STEEL S G
S ELECTCONTR CONDUIT - SEE H DMA(.
i�
('LATE ONAL
ELECTRIDAL CONDUIT -SEE CONTRACT FOR DIAM. ��-� b HOLE (TYP.) - - � e
CONTRACT FOR CLAM. •.� , I' +. O2 M e J _ _ _. q: - l�,,( - Wiley, Ted
FNE REO'D n E 1 12• 1 r' 1 1)Y ^"`^" /" Jun 2b 20I4 4:29 I'M
ANCHOR BOLT ASSEMBLY - E
ANCHOR BOLT TEMPLATE -
ANCHORBOLTASSEMBLY TYPE S PS TYPE 1 RM
TWO REQ'D. PER ASSEMBLY '1 j 7
b T
.---III--IIj ANCHOR BOLT TEMPLATE -
FB SIGNAL STANDARD
p J1I 8
ANCHOR BOLTS- jl r TWO REaD. PER ASSEMBLY --;-F, h'. ,_ � pgNJ BOLT CIRCLE FOUNDATION DETAILS
314" RE x 30"(IN) FULL THREAD - G -
THREE REO'D. PER ASSEMBLY JI Imo. ANCHOR BOLTS -
3/4" (IN) DIAMETER STEEL • •' 3W (IN) x 30"(IN) FULL THREAD - •'j �. STANDARD PLAN J-21 .1 0-04
HEAVY TE NUTS - FOUR REVEL PER ASSEMBLY 2 1/7 CLR U ANCHOR BOLT TEMPLATE SHEET 1 OF 2 SHEETS
FOUR RED'D. PER ANCHOR BOLT 2IW CUR g' 34" (IN) DIAMETER STEEL 2• _ p
HEAVY HEX NUTS - APPROVED FOR PUBUGTION
FLATWASHERS- ) O SQUARE
FOUR REQ'D. PER ANCHOR BOLT
FOUR REO'D. PER ANCHOR BOLT FLAT WASHERS - ti'• ,.^,e-ni. , . ry
ROUND 1• FOUR REO'D. PER ANCHOR BOLT ererercs.xEnixrea
ELEVATION ELEVATION T Wa.hinpen Sblr Drpanm.+d honq,e,gNan
ROUND CONCRETE FOUNDATION DETAIL FIXED BASE SQUARE CONCRETE FOUNDATION DETAIL
SM. PLAN - 126.2
SLIP PLATE - AY 35
7 qAM HOLE
VBN (TYP.)
ON) W W HOLE (TYP.) SLIP PLATE
ASTM A572 GR. 50 .l_ry 1' - 3' DIAM. i TAPERED STEEL
OR ASTM A588 V- T DIAM. ` I BOLT CIRCLE SHAFT WALL
T LE I
I
i BOLT CIRCLE HOLE DIAM. = 7/iB" (I
b -> - 1'_3' DIAM. POLE
.-.,�N I 1/B BASE
R.
a �ECTIII
tT CIRCLE VtC (IN)�9/18tl3},., I SECTION O All EQUIPMENT GROUNDING
e" (IN DIPM. T (IN) DIAM. HOLE r ! tT (IN) DIAM. HOLE r ! ) SIGNAL STI CONDUCTOR
HOLE C PI - - HEAVY HEX CLAMPING BOLT
I I ` BASE PLATE -
I I ANCHOR PLATE - 2 r I KEEPER PLATE 7 r � GROUNDING STUD WI5IB' (IN) R g i 8' ASTM A572 GR. 50 B' ASTM A38 C i 81/C NG BOLTSI (SEE NOTE 3)
SEE STANDARD PLAN J-2
(TYP.) I OR ASTM A588 GROUNDING CONNECTION DETAILS a" B 1/2" (28 GAGE SHEET METAL) FOR DIMENSIONS NOT SHOWN, (IN) DIAMETER STEEL HEAVY
' PUCE BETWEEN POLE BASE PLATE AND SEE SLIP AND ANCHOR PLATES DETAIL SUPPLEMENTAL GROUNDINUT (TYP.) -SIZE TO MATCH
FOR DIMENSIONS NOT SHOWN, SLIF PUTS ON TOP OF MIDDLE WASHERS - CONDUCTOR (SEE NOTE MPINGBOLT
SEEBASEPUTEDETAILSEESTANDARDPUNJ•2a.g2BASEPLATEDETAIL
KEEPERPLATEDETAIL3/4"(IN)DIAMETERSTEELHEAWPUTEWASHER(T'P)
SLIPANDANCHORPLATESDETAILMEXNUTANDHARDENEDWASHER-3#qTWO EACH REQUIRED PER ANCHOR BLOT3/1"(IN) BASE PLATE
TOWARD ROADWAY EOM°H7 REQ'D. 7/B" (INDIAMZ_pHOLE WW SMOOTX �TOWARD ROADWAY1 1/4' (IN) ANCHOR PLATEKLA2B GAGEEEPER PTE
CENTER ANCHORBIXTAMFERED EDGESaqINI.O. DRAIN HARDENED ROUND WASHER
TGROUT PAD - UBEINGROUTPADP.GIBOTO MATCH
ASSEMBLY IN FOUNDATION(TY)-
CENTER ANCHOR BOLTCLAMPIASSEMBLY IN FOUNDATIONTOPOFNCRETEPAVED SURFACE
wfEIOFIT FOUNDATIONELECTRICAL CONDUITh pREDO.7 3/B' (IN) SLIP PLATE
ELECTRCAL CONDUITUNPAVED AFTER PLUMBING
F$ � �. `•, .yF �--•- o N SURFACE 1/2'ON) THICK I+2'I STANDARD
WIDE • 2 3/4' (IN) LONG RYR)
20a+ STEEL BAR \: o"': aJ •�- T
• 3' (IN) DIAM. �;
SEE DETAILS ABOVE NATCXLINE - SECTION OD PLATE WASHER DETAIL GROUT WELL (TYP. • _"-J ) LEVELING NUT (TYP) -
FIXED BASE SQUARE CONCRETE I I - 3M" (IN) HEAVY NIX NUT
FOUNDATION, SHEET 1 -MA7CH.BE
�- - SEE DETAILS ABOVE 11A7CHLaE - $ESECTIONO 3/4"ON) • 2' -8" ANCHOR BOLT (rr P. - I I; AND HARDENED WASHER
j
IPLACED BASE SQUARE CONCRETE FOUR REQUIRED (SEE NOTE 4) I
I FOUNDATION, SHEET 7 MATCHLINE CONDUIT COUPLING -INSTALL FLUSH
CLAMP CONDUCTOR TO I WITH TOP OF FOUNDATION (DO NOT
I i STEEL REINFORCING WITH GLUE PVC STUBOUT)
314" (IN CHAMFER I 2 AMI LISTED CONNECTOR �F
O SUITABLE FOR / I ELECTRICAL CONDUIT -
UNPAVED SURFACE IF ELECTRICAL
REQ'D. 3/4" (IN) CHAMFER (TYP.) F j iQ p{ EMBEDDED IN CONCREUSETE / SEE CONTRACT FOR DIAM.
PREMOULDED A...� THREE REQ'D. El' (IN) DIAM. HOLLOW J STEEL REINFORCING
JOIM FILLER UNPAVED SURFACE BARS
PREMOULDED IN CENTER OF
FILLER GROUT PAD DETAIL O
V E SQUARE FOUNDA
ON SHOWN �Q. �OSrEP/j
T, °,�� � O��OF •fib/'�' 9
5=
5
13/18' ON) DIAM. A
AA
s
N S ca _ EE ff Z
�,.L� ,, I z 1f'�'J ••I.(TYP)
O M I I
EIGHT REDO. OO 04 ••I"• - :I '•I'' b {'A TACK WELD - AT 9 4nt
EIGHT REO'D ALL OVERLAPPING �,n AB 39e2o e0 Ay
b, LOCATIONS (TYP.) B 019T1iT' \�
ELECTRICAL CONDOR-
1 ELECTRICAL CONDUIT -
SEE CONTRACT FOR DU1M. SEE CONTRACT FOR DIAM. ?
H,B<r. Fee
1
Jun 26 20144�29 PM
" ANCHOR BOLT ASSENBL ANCHOR BOLT ASSEMBLY
1 _
STRAP TEMPLATE - �^' ' • - l4� STRAP TEMPLATE 1/4" (IN STEEL BAR [TYP.) - TYPE PS, TYPE 1 RM
THREE 1/4' (IN) STEEL BARS- THREE 1/4' (IN) STEEL BARS- I 2' (IN WIDE • 1'-3' LONG 8 FBI SIGNAL STANDARD
TWO REQT). PER ASSEMBLY TWO REO'D. PER ASSEMBLY Z1Q„CLR V � FOUNDATION DETAILS
3/q' (IN). 30' (IN) FULL ILL 3/4"ON) x 30"(IN) FULL �i STRAP TEMPLATE DETAIL
THREAD ANCHOR BOLTS- Ji THREAD ANCHOR BOLTS- Y-0• STANDARD PLAN J-21.10-04
THREE REO'D. PER ASSEMBLY THREE REQ'D. PER ASSEMBLY SQUARE
3/4' (IN DIAMETER STEEL 21/Y CLR 3/1' (IN) DIAMETER STEEL SHEET 2 OF 2 SHEETS
HEAVY
HEX NUTS - HEAVY HEx NUTS - APPROVED FOR PUBUGTION
FOUR REQ'D. PER ANCHOR BOLT 2' • 0" � FOUR REQ'D. PER ANCHOR BOLT /� ®.,(/ r.,..
FLAT WASHERS- ROUND FLAT WASHERS- ��_Pn
FOUR REQ'D. PER ANCHOR BOLT a FOUR REO'D. PER ANCHOR BOLT DeAleaOxw BlalxBA
ELEVATION ELEVATION � Wyyp„ Sy aeP•rlmwr al T•nry•rArtlar,
ROUND CONCRETE FOUNDATION DETAIL SLIP BASE SQUARE CONCRETE FOUNDATION DETAIL
r Q
2
�s ��NALO��G\
FA'AARM 0 10 10 10 10 MLL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS B U I LTS
7 2D 1 8
SURVEYED:
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
•
C T Y 0
o RENT 0 N
+
Plannin Buildin Public Works Dept.
g/ g/ p
GHC LONGACRES - MERTO BUS STOP CITY PLANS
RENTON WASHINGTON
7
TRAFFIC SIGNAL DETAIL
DAI L:
03/ 10/ 17
DESIGNED: LS
FIELDBOOK:
PAGE:
DRAWN: JLS
ONE INCH
DRAWING N0:
TS 05
CHECKED:
GIVID
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
�APPROVED:
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T-388309