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PORTION OF S.E. 1/4 OF N.W. 1/4 OF N.E. 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
HOQUTAM 'AVE. N.E.
275.83 -__ U
— - G!G07' 20 "E 3;
- —..._. —_ — — —r
POLE SCHEDULE
POLE POLE
CONDUCTORS
POLE
POLE
LAMP
TYPE M C -III H.P.S. LUMINAIRE, ARM
MOUNTING
MAST
CIRCUIT
NO_ ID NO.
I STREET
LOCATION
OFFSET
WATTAGE
DISTRIBUTION
HEIGHT
ARM
NO.
2193E
HOQUTAM AVE NE
2 +36
22' RT.
200
M C -III
30'
8'
1
2 ` 2195E I
HOQUTAM AVE NE
4 +11
22' RT.
200
M -C =III
30' -
8'
1
3 I 2197E
i HOQUTAM AVE NE
5 +86
22' RT_
200
M -C -III
30'
8'
1
WIRING SCHEDULE
RUN
NO_ ! CONDUIT
CONDUCTORS
REMARKS
" PVC (SCHEDULE 40)
2 - #8, ; - #8 GREEN, 3 - #12 PHOTOCELL
TYPE M C -III H.P.S. LUMINAIRE, ARM
2 1 5" PVC ;SCHEDULE 80)
2 - #8, 1 - #8 GREEN
3 t -" PVC (SCHEDULE 40)
2 - #8, 1 - #8 GREEN
'
4 PVC (SCHEDULE 40)
3 - #2
SERVICE
5" PVC (SCHEDDULE 40)
INSTALL PULL WIRE ONLY
i FOR FUTURE USE
II I
I
2
I
I
-GENERAL NOTES
1_ THE EXISTING TIMBER UTILITY POLES ALONG THE PROJECT FRONTAGE SHALL BE REPLACED WITH LONGER
POLES TO ENSURE A MINIMUM C. TEN FEET OF CLEARANCE FROM ANY LIGHT STANDARD TO ANY POWER
CONDUCTOR, INCLUDING THE NEUTRAL CONDUCTOR. NO LIGHT STANDARDS SHALL BE INSTALLED UNTIL
THE NEW UTILITY POLES ARE INSTALLED AND THE REQUIRED CLEARANCE CAN BE MET.
C%j1.4 UC I IOe14 NOTES
oINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HCQUTAM AVE. N.E., STA. 6 +47, 22' RT.
LABEL CABINET AS #0078.
ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO HANDHOLE TO B INSTALLED BY PUGET RECOMMENDED FOR APPROVAL —� �y
l ^/ SOUND ENERGY COORDINATE WITH PSE FOR SERVICE CONNECTION. F i
T— .
LEGEND
TYPE M C -III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
LIGHT BASE AND JUNCTION BOX
N IN CONCRETE PAD
B
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
®
ELECTRICAL SERVICE HANDHOLE BY PSE
®
ELECTRICAL SERVICE CABINET
- - -
PVC CONDUIT (SEE WIRING SCHEDULE)
AWIRE
NOTE'
OCONSTRUCTION
NOTE
-GENERAL NOTES
1_ THE EXISTING TIMBER UTILITY POLES ALONG THE PROJECT FRONTAGE SHALL BE REPLACED WITH LONGER
POLES TO ENSURE A MINIMUM C. TEN FEET OF CLEARANCE FROM ANY LIGHT STANDARD TO ANY POWER
CONDUCTOR, INCLUDING THE NEUTRAL CONDUCTOR. NO LIGHT STANDARDS SHALL BE INSTALLED UNTIL
THE NEW UTILITY POLES ARE INSTALLED AND THE REQUIRED CLEARANCE CAN BE MET.
C%j1.4 UC I IOe14 NOTES
oINSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HCQUTAM AVE. N.E., STA. 6 +47, 22' RT.
LABEL CABINET AS #0078.
ROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO HANDHOLE TO B INSTALLED BY PUGET RECOMMENDED FOR APPROVAL —� �y
l ^/ SOUND ENERGY COORDINATE WITH PSE FOR SERVICE CONNECTION. F i
9
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F
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e 8 3 2 Iy
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NOTES:
Ad dir~- ensions cre r;in, mum. Excct conflgu•ot:ons vary among ciffereni manufacturers.
Tne noted lid thicxeners overall minimums. The Diamond Pattem for Type 1 or Type 2
Boxes steal, be 28% minimum of overall thickness.
Lid support members snail be welded to the frame.
40OOPSI corc,eze is oliowea i box reir,for cement consists of 6 X 6 - W3 X W3 welded
wire iabr _ welded to the frame.
When noted In the ca trot: Type 2 and Type 3 Boxes sholi be provided with 12' deep
extension Coxes.
When no:er, in the contract Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non-concrete Boxes may be submitted =o� approval_ Evaluation will - mciude on H -20
Load Test.
A i
JUNCTION BOX DIMENSION TABLE % c I
MIA BOX T-PE T �i
ITEM TYPE 1 y
I ALiEUkT A A-i RNAIE 3 I 2 9
IA Box 0uiside IL th 1 22" 22' I 33 E i ,J1 E
Box Outside Width ;22
C IBox Inside Len th 18 19 I 28' i I
DIBox Inside Vidih J 73 I 14 i 17 i I_ t�i
7
a"ATION VET' •�
/ /�•� / / / / / / /// / /// �� \ \ \ \ \ \\ \\tea \��\
=�jSr ,<,-
LIGHTING STANDARD & JUNCTION BOX
I
PLAN AAEW
STREET
3'
1. %
MATERIALS -
SIDE VIEW D °
)X
ITEM ,
I
IBox I. 6000 PSI concrete. iSee Not 1. i -'
iFrome I Diamonc Plate S *.eel - A786 ; 1 1, rr 3-
+ I id SDPpOrt .hide Sterl ^, L a T. -
i
I
DiarnoL
86
*Lid 1 Diamond Plate Steel - A78c'
°
Anchors Steel 'dire or Tee Plcie 6•� PAD
Cov4uT�D
a
_
Reinforcement ASTM A -82 Steel
0
v o
`GALVANIZED STEEL
JUIwagm 'Halt INSX-TWN DETAILS
:I
LL
`J 3a
LEGEND DETAIL (Mbra Q i' "°" I I_ m'. TmETW.
c'-
SIGNALS �j 9'rnE VBox
TS 11
BOX
�L
LIGHTING PiwN sysas
Ov Oo o °poOv O
- a
Ci o.
;«aK DFTA,L�
TS -LT
TELEMETRY TRA 1c 5IG14AL SYSTEM L�GF.:D
S
„UNCTION BOX DETAILS
pa 'c° REO ���
SSTONAL E 11 -1 -9?
-y
E
I 1,E
�n
�f
w I I � Y ADOPTED
ers tY ' /6" Weld ` T CITY OF RENTON
Be d c b^ Di-lb I + r
before Standard
(981ODPA32VO2UI)
013 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
o
n V
plans
et:e s.
!LLUMINA M =K -M _GEso -f LST DATE- 11 /89
ISr DATE: 12/95
DATE { REVISION !.�, -aR• DWG. NAME: JR -36 SP PAGE: J016
TO BE USED IN
B'�
DATE
_
I ¢1
A
Q
=
j
R
EPDXY -- - P^X f;L L---,t
CONSTRUCTION OF PAD
i
-_-
800
. Q�®
L
SP PAG JC70
E
-
W�E_11 SPLICE
120�
21.0
o
6.011
S-'_ iC= KIT
:
I
I
i
I rc }rc a�
/ /�•� / / / / / / /// / /// �� \ \ \ \ \ \\ \\tea \��\
=�jSr ,<,-
LIGHTING STANDARD & JUNCTION BOX
I
PLAN AAEW
STREET
3'
1. %
CITY OF RENTON SUBMITTAL
SIDE VIEW D °
)X
B•M.I. EURTN
1. %
CITY OF RENTON SUBMITTAL
SIDE VIEW D °
DEE
D D a °D
°e P
i
°
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BABi050)
° F D,
° ,°
_
0
nA I I OAA
A
o0v0� A
:I
54. C.H. '1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
BY �� DATE
INDI IDUAL IUNCTION
BOX
Y ADOPTED
CITY OF RENTON
Ov Oo o °poOv O
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
0.*, cTYOOF REENTON
PLens
58. SQUARE D LIGHTING CONTACTOR
pa 'c° REO ���
SSTONAL E 11 -1 -9?
NOTE: CLASS 'B': CONCRETE
°
(981ODPA32VO2UI)
013 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
D
z
ISr DATE: 12/95
I 66. SQUARE D TERMINAL BLOCK
TO BE USED IN
B'�
DATE
E%P RES at
A
Q
=
j
Deo
00
PR' DWG. NAME: JR -12 SP PAGE: JO i3
CONSTRUCTION OF PAD
-
B•M.I. EURTN
CITY OF RENTON SUBMITTAL
j
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BABi050)
_
53: C.H. 1P 20 AMP BPEAKER (BAB1020)
3213
54. C.H. '1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
BY �� DATE
-'
56. HUBBELL SWITCH (CS1201 -1)
Y ADOPTED
CITY OF RENTON
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
0.*, cTYOOF REENTON
PLens
58. SQUARE D LIGHTING CONTACTOR
pa 'c° REO ���
SSTONAL E 11 -1 -9?
15324 Southeast 133rd Court, Rentan,Washington 98059standard
425- 277 -1740 te1. 425- 277 -5718 fax hte@/comcast.net
°
(981ODPA32VO2UI)
013 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
ISr DATE: 12/95
I 66. SQUARE D TERMINAL BLOCK
B'�
DATE
E%P RES at
67. SQUARE D END CAP
PR' DWG. NAME: JR -12 SP PAGE: JO i3
70. 1 "X.25 GASKET :ONTR VERIFY RESPONSIBLE
TO VERIFF Y METER
To
ARRANGEMENT
-
800
. Q�®
L
SP PAG JC70
E
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
120�
21.0
o
6.011
FIELD
RO W1�i FIi;LD
8.
10.50 -� 4.0
JOB NAME: CITY OF RENTON
DISTRIBUTION: MANUFACTURING. INC.
CONTRACTOR: �1 1820 BICKPORDAF- 14%O68 -057WA
PURCHASE. ORDER: (360ri68'W72 Fra.4T60X66-05Tr
O 2.00
' 0.75x1.25 TYP
MATERIAL: .125 5052 -H32 ALUM:
-S UFACT ING IS THE N- WS SU BROWNDOE
MAxUFACTUPoNC, INC. AHD R'S SUBY650N D06 N�
GRANr THE RGNT TO MAKE USE. DR SELL WHAT 6
COATING: TYPE:
DRAWN BY. MEKKI AL -AZADI
HARDWARE: QUANTITY:
FINISH: MILL
6.0
TYP 'B...
q
rq�l
REPfl6ENnD HERE IN WDHOUT THE PPoGR WPoiIEN
CONSENT OF RROWNREIa MANUFACNPoNG INC.
SCALE - NONE :: DRA'A1NG N0.:
COLOR..... '',
ALL': dMEN9ONS WOMONG DRILWNGS BWLD
ARE IN OEgYA TO .H� �hn�tl�S
INg1E5
DATE OCT 24, 2002 PAGE: OF:
O
Af%
1' CONCRETE PAD DETAILS
OD's° Dv I
ADOPTED E
PLAN VIEW CITY OF RENTON !1
P♦
Standard plans
t LST DATE: 10/30/96
DATE 1 REVISION BY APPR' DWG. NAME JR 07 SP PAGE. J008
I
GENERAL NOTES
I 1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES
2 4 1/2'Xi6' GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS
3. 4 -174" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES
i
I
4 -1 /2 "x16 "GALVANIZED
ANCHOR BOLTS CONDUIT ENTR.
} AREA
G.L.
n n 00
Q
SIZE TO SIZE TO PLAN VIEW
FIT CABINET FIT CABINET
FRONT VIEW SIDE VIEW
CABINET FOUNDATION
`"" �®mIE� ® ®�� ■moo s�o .`�-' ,
• ���� ®me ®® o�me
r ,
��� ®_e ®'mi ■wfilm ® - ®�®
2UA
2DA NOTES:
LIGHTING C 49. 225 AMP COPPER BUSSING 18 PLC.PANNEL
50. C-H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE
I G 51. C.H_ 2P 2.0 AMP BREAKER (BAB2020) TO VERIFY METER
{ ® F ARRANGEMENT
k ® c 52. C.H. 1P 50 AMP BREAKER'.(BAB1050) :
I 1 53_ C,H_ 1P20 AMP BREAKER (BAB1020)
GROUND BAR 54_ C.H. 1P 15 AMP BREAKER (BAB1015) ,MEETS EUSERC REQUIREMENTS
55. MILBANK METER ENCLOSURE ..(MS- 24 -TB)
56, HUBBELL SWITCH (CS1201 -i) APPROVED BY:
57, GFCI, RECEPTACLE 20 AMP (LEVITON 6898-1) PUGET SOUND ENERGY
s1 sa
58. SQUARE D LIGHTING CONTACTOR TACOMA POWER..
s1 f (981ODPA32VO2UI)
!' 61. SOUTHCO DOOR S.S. HINGE (F6 -.3 -1)
s1 64. STAINLESS STEEL HANDLE
si 65. DEAD BOLT LOCK "BEST- (5L7RL2 -626)
° 49 66_ SQUARE D TERMINAL BLOCK ,R:o WNFI�, LD.
• 67. SQUARE D END CAP MANUFACTURING. INC.
' 70. 1 "X.25" GASKET -
._ 1820:BICKFORD AVE SNOH(hNISH WA
66 13601566-0572 FaK 1360G68-CSi/
57 56
MATERIAL: TH6 DRAWING IS THE PROPFRtt OF BROWN DOE
•I• } I COATING TYPE MANUFACTURING. INC.: AND Ii'S SUBMISSION
SEE_ T NDTI
Q GRAM THE RIGHT TO MATE USE. OR SELL WHAT Is
} } DRAWN BY: MOOD AL -AZADI REPRESEMEO HERE IN WRHOUT THE PRIM W rITEN
HARDWARE QUANTITY: .CONSENT OF BROMFIELD MANUFACTURING INC.
FINISH..,,. SCAI NONE I DRAIMNG NO.:
COLOR: ALL DIMENSIONS WORgNG DRAWINGS BUILD
AREN IN DEC- 10 THESE SPEaFICATIDNS
DATE. OCT 24, 200 E PAG OE INCHES
CITY OF RENTON ELECTRICAL SERVICE CABINET
STREET LIGHT CONTACTOR CABINET
AND CABINET FOUNDATION
RECOMMENDED FOR APPROVAL
°z
FUSE KIT & SPLICE KIT DETAILS
BY �� DATE
-'
HERMAN TRAFFIC ENGINEERING
Y ADOPTED
CITY OF RENTON
0.*, cTYOOF REENTON
PLens
BY DATE
pa 'c° REO ���
SSTONAL E 11 -1 -9?
15324 Southeast 133rd Court, Rentan,Washington 98059standard
425- 277 -1740 te1. 425- 277 -5718 fax hte@/comcast.net
St d-d plans
LST DATE: 11/5/96
ISr DATE: 12/95
B'�
DATE
E%P RES at
PR' DWG. NAME: JR -12 SP PAGE: JO i3
I DATE REVISION
Y APPR' IA
.DWG NAME: JR 09
SP PAG JC70
E
RE-VISION
sc5'370 .2 SCAW l)$41112 1
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POLE SCHEDULE
PORTION OF ':;:.E_. 1/4 OF N.W. 1/4 OF N.E. 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
_ �... Crl __ _
... r ._... .......
l
--� — — — — —
IIII �i/
J411�11 I vj i
HOQUTAM AVE. N.E.
........ ._
-_P N00 °07'20' EcZ 329:5.77
.... . 2 -
POLE
NO.
POLE
!D NO.
STREET
POLE
LOCATION
POLE
OFFSET
LAMP
WATTAGE
DISTRIBUTION
MOUNTING
HEIGHT
MAST
ARM
CIRCUIT
NO.
1
2193E
HOQUTAM AVE NE
2 +36
1842= RT.
200
M -C -III
30'
8'
1
2
2195E
HOQUTAM AVE NE
4 +11
10'-2 -2-! RT.
200
M -C -III
1 30
8'
1
3
2197E
HOQUTAM AVE NE
5 +86
IBzz RT.
200
M -C -III
30
8'
1
1
WIRING SCHEDULE
RUN
NO.
CONDUIT
CONDUCTORS
REMARKS
1
1.5" PVC (SCHEDULE 40)
2 - #8, 1 - #8 GREEN, 3 - #12 PHOTOCELL
LIGHT BASE AND JUNCTION BOX
2
1.5" PVC (SCHEDULE 80)
2 - #8, 1 - #8 GREEN
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
3
1.5" PVC (SCHEDULE 40)
2 - #8, 1 - #8 GREEN
ELECTRICAL SERVICE CABINET
4
1.5" PVC (SCHEDULE 40)
3 - #2
SERVICE
5
1.5" PVC (SCHEDULE 40)
INSTALL PULL WIRE ONLY
FOR FUTURE USE
CONSTRUCTION NOTES
o
LU
1 INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET AT HOQUTAM AVE. N.E., STA. 6 +47, 22' RT.
LABEL CABINET AS #0078.
OROUTE SERVICE ENTRANCE CONDUIT AND CONDUCTORS TO HANDHOLE TO BE INSTALLED BY PUGET
SOUND ENERGY (PSE). COORDINATE WITH PSE FOR SERVICE CONNECTION.
0
z
0 i --
LEGEND
=1 Minim a
Y`(
TYPE M -C -III H.P.S. LUMINAIRE, ARM
OF TEN FEET OF CLEARANCE
NEUTRAL CONDUCTOR.
AND ALUMINUM DAVIT STYLE POLE
®
LIGHT BASE AND JUNCTION BOX
CLEARANCE CAN BE MET.
WITH CONCRETE PAD
8
TYPE 1 JUNCTION BOX WITH CONCRETE PAD
0
ELECTRICAL SERVICE HANDHOLE BY PSE
®
ELECTRICAL SERVICE CABINET
0 10 20 40 — — —
PVC CONDUIT (SEE WIRING SCHEDULE)
WIRE NOTE
OCONSTRUCTION
NOTE
GENERAL NOTES
T V30 03
�
RECORD pOCUYENT
1. THE EXISTING TIMBER UTILITY POLES ALONG THE PROJECT FRONTAGE SHALL BE REPLACED WITH LONGER
POLES TO ENSURE A MINIMUM
CONDUCTOR, INCLUDING THE
OF TEN FEET OF CLEARANCE
NEUTRAL CONDUCTOR.
FROM ANY LIGHT STANDARD TO ANY POWER
NO LIGHT STANDARDS SHALL BE INSTALLED UNTIL
�,���
sY �' ---
THE NEW UTILITY POLES ARE INSTALLED AND THE REQUIRED
CLEARANCE CAN BE MET.
g_u —oy
RECOMMENDED FOR APPROVAL
BY DATE l Z 143
���MAs�y
q
H
�
BY s� DATE P2
�P 3073 ell
�� RfGIST 0 0 ID
HERMAN TRAFFIC ENGINEERING
BY DATE
SSONALENG 1i 6 -0;
15324 Southeast 133rd Court, Renton, Washington 98059
EXPIRES o1 /3' /05
425- 277 -1740 tel. 425- 277 -5718 fax hte @comcast.net
sCarvNED OCT 0 8 �+
7- B,`yry,f;,�
C`r� -. SCANNED MAR 29 .2cvA
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18
x x x
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m
m
NOTES:
All dimensions are minimum. Exact configurations vary among different manufacturers.
The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frame.
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded
wire `abric welded to the frame.
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
extension boxes.
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10
gage divider plate complete with fasteners.
Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20
Load -rest-
JUNCTION BOX DIMENSION TABLE I 1 c
ITEM
_q X TYPE
o D v
(PE
ALTERNATE A
1
ALTERNATE 8
TYPE 2
A Box Outside Len th
22"
22"
33"
B Box Outside Width
17"
17"
122 1/2"
C Box Inside Length
18"
19"
28"
D Box Inside Width
13"
14"
1 17"
E Lid Length
18"
18"
26 1/2"
F ILid Width
13"
13"
17"
G Box Depth
12"
12"
12"
H Lid & Frame Depth
5/16"
5/16"
5 16"
J Wall Thickness Min.)
1 1 2" 1
1 1/2"
1 1/2"
K Wire Reinforcement
I W -3 I
W -2.5
W -2.5
L Legend
I See Detail I
See Detail
See Detail
I I
L
E
PLAN NEW
T
K
ELEVATION VIEW
ITEM MATERIALS
Box 6000 PSI concrete) See Notes
• Frame Diamond Plate Steel - A786 BELL � 3• 01 • Lid Support 1 8 "Min. Thick Steel C, L or T. - A36 -u;:
• Lid Diamond Plate Steel - A786
Anchors Steel Wire or Tee Plate 6" GRAVEL PAD
COMPACTED
Reinforcement 1 ASTM A -82 Steel
*GALVANIZED STEEL
TYPICAL JUNCTION BOX INSTALLATION DETAILS
LEGEND DETAIL (Mark
- L) m TYPE 9' BOX
SIGNALS T S Q TYPE 'u'BOx
LIGHTING L1nfi1�16 +'�^^�
TS-LT HOOK DETAIL PLAN SYMBOLS
„,� Lid)
TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND (z
�! � JUNCTION BOX DCTAILS
Form Letters will, 1/8" Weld L '' , g CJ\ Y O CITY OF RENTON
Bead Grind off Diamond l,- ,. „ 4 +
Pattern before forming Standard plans
letters.
ILLUMINATION SYSTEM LEGEND N -� O LST DATE: 11/89
TF I REVISION DWG. NAME: JR -36 SP PAGE: J016
EPDXY FILL EPDXY FILL
NLINE SPLICE
WYE SPLICE
DIAMETER :
LOAD LINE
CUTTING PINGSW
Ln I FUSE KIT
Lij
FUSE KIT & SPLICE KIT DETAILS
O Y O ADOPTED
CITY OF RENTON
♦ i
Standard plans
O LST DATE: 1 1 /5/96
Z
ncTP I I ❑v 177 DWG_ NAME: JR -12 SP PAGE:JO13
LIGHTING STANDARD & JUNCTION BOX
7
O i- 4VD V40 OV p °DV O
p0 /� p �nV p 00 4 p OOv
41 °V4 o V \ Q d o v pv dVD
o noPLAN VIEW D p0 D� o °o
4 0
0
0 Dv o v Dv D OD
STREET LIGHT POLE JUNCTION BOX
1' iA
SIDE VIEW °v p v v p p9 po 0 op 4" DEEP
I C DOn dVp °
o °
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O o vo
VO
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INDIVIFD IAL JUNCTION BOX
O': Oo O °poc)v O
CITY OF RENTON
o D v
CONDUIT ENTR.
4 d 4
NOTE: CLASS 'B' CONCRETE
D Z p
TO BE USED IN
Dd°
CONSTRUCTION OF PAD
4 J O O
FINISH: MILL
4 °
-
D ° 1'
op v p
CONCRETE PAD DETAILS
I�o
B.M.I. EURTN
r-�-1
Y ADOPTED
PLAN VIEW
CITY OF RENTON
♦
50. C.H. 2P 100 AMP MAIN (BAB21=
51. C.H. 2P 20 AMP BREAKER (BAB2020)
'fie
Standard plans
i ``! I
LST DATE: 10/30/96
zF nclnnl Iry li dPPR'n
DWG. NAME: JR -07 SP PAGE: J008
GENERAL NOTES
1. CABINET BOTTOM OPEN- 2" MOUNTING FLANGE TURNED INWARD) ON ALL SIDES
2. 4 -1/2 "X16" GALVANIZED ANCHOR BOLTS W /NUT AND WASHERS
3. 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES
4 -1 /2 "X16 "GALVANIZED
CITY OF RENTON
ANCHOR BOLTS
CONDUIT ENTR.
CONTRACTOR:
AREA
G. L. N p o a o I v -G. L.
CN A
A 0 0
I
PLAN VIEW
SIZE TO SIZE TO
FINISH: MILL
FIT CABINET FIT CABINET
-
FRONT VIEW SIDE VIEW
DATE: OCT 24, 2002 PAGE: OF:
CABINET FOUNDATION
B.M.I. EURTN
CITY OF RENTON
SUBMITTAL
JOB NAME: CITY OF RENTON
DISTRIBUTION:
CONTRACTOR:
PURCHASE ORDER:
MATERIAL .125 5052 -H32 ALUM.
NOTES:
COATING TYPE:
DRAWN. BY: MEKKI AL -AZADI
HARDWARE: QUANTITY:
FINISH: MILL
SCALE _ NONE DRAWING NO.:
-
AU - DIMEN90NS..... WIDMONG-DRAWINGS -BUILD
ARENCHESOM� TO THESE SPECIFICATIONS
DATE: OCT 24, 2002 PAGE: OF:
49. 225 AMP COPPER BUSSING 18 PLCS PANEL
B.M.I. EURTN
r-�-1
SUBMITTAL
58. SQUARE D LIGHTING CONTACTOR
TACOMA POWER
50. C.H. 2P 100 AMP MAIN (BAB21=
51. C.H. 2P 20 AMP BREAKER (BAB2020)
i ``! I
64. STAINLESS STEEL HANDLE
52. C.H. IP 50 AMP BREAKER (BAB1050)
3z
13
RO WNFIELD
70. 1"X.25" GASKET
MANUFACTURING, INC.
1820 B!CKFORD AYE. SN.HOMISH WA
53. C.H. 1 P 20 AMP BREAKER (BAB1020)
(360)568 -0572 Fax (360)568 -0577
MATERIAL:
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
COATING TYPE:
MANUFACTURING, INC. AND R'S SUBMISSION DOES NOT
THE
54. C.H. 1P 15 AMP BREAKER (BAB1015)
GRAM RIGM i0 MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
HARDWARE: QUANTITY:
I CONSENT OF BROWNFIELD MANUFACTURING INC.
FINISH:
LSCALE - NONE DRAWING NO.:
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
ALL DIMENSIONS WORKING DRAWINGS BUILD
ARE IN DECIMAL
L_
OF: INCHES TO THESE SPEaFlCAmONS
I
L
56. HUBBELL SWITCH (CS1201 -1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
58. SQUARE D LIGHTING CONTACTOR
(981ODPA32VO2U1)
013 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
0
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
�®
-
-
70. 1"X.25" GASKET CONTRACTOR IS RESPONSIBLE
TO VERIFY METER
O
8 00
ARRANGEMENT
®
I
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
- 10.50---J 4.00
8.Cu -
1.00
TYP z 00
6.0 0.75x1.25 TYP
TYP 16.00
q
13.00 - -74.00
- ...COLOR:.
miiiir
RO WNFIELD
MANUFACTURING• INC.
1820 BICKFORD AVE SNOROMISH WA
4R60Ur68-05%2 Fax (36015669577
JOB NAME: CITY OF RENTON
DISTRIBUTION:
CONTRACTOR:
PURCHASE ORDER:
MATERIAL .125 5052 -H32 ALUM.
THIS DRAWING IS THE PROPERTY of BROWNFIELD
MANUFACTURING, INC. AND iS SUBMISSION DOES NCT
GRANT THE RIGHT TO MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THr ° 'R WRITTEN
CONSENT OF BROWNFIELD MANL_ - -- .-..SIG mc.
COATING TYPE:
DRAWN. BY: MEKKI AL -AZADI
HARDWARE: QUANTITY:
FINISH: MILL
SCALE _ NONE DRAWING NO.:
-
AU - DIMEN90NS..... WIDMONG-DRAWINGS -BUILD
ARENCHESOM� TO THESE SPECIFICATIONS
DATE: OCT 24, 2002 PAGE: OF:
r IIIIIIIIIIII
i
B.M.I. EURTN
CITY OF RENTON
SUBMITTAL
METER
BASE
MAIN
20A
LIGHTING A
20A
LIGHTING B
20A
LIGHTING C_
GROUND BAR F
0 0
51 50
51 4
51
s1
ITI
49
57 56 ® of
:BaO o
o e u sa o
0 0
TO
QI PHOTO CELL
75A
TEST
SWITCH
50A
fL
SIGNAL
20A
LIGHTING D
13REAKER SCHEDULE
49. 225 .AMP COPPER BUISSiNG. 1:8 PLC PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
CONTRACTOR IS RESPONSIBLE
G 51. C.H. 2P 20 AMP BREAKER (BAB2020)
TO VERIFY METER
C 52. C.H. If 50 AMP BREAKER (BAB1050)
ARRANGEMENT
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
MEETS EUSERC REQUIREMENTS
56. HUBBELL SWITCH (CS1201 -1) JAPPROVED
BY:
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
PUGET SOUND ENERGY
58. SQUARE D LIGHTING CONTACTOR
TACOMA POWER
(981ODPA32VO2UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
RO WNFIELD
70. 1"X.25" GASKET
MANUFACTURING, INC.
1820 B!CKFORD AYE. SN.HOMISH WA
(360)568 -0572 Fax (360)568 -0577
MATERIAL:
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
COATING TYPE:
MANUFACTURING, INC. AND R'S SUBMISSION DOES NOT
THE
DRAWN BY. MEKKI AL -AZADI
GRAM RIGM i0 MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
HARDWARE: QUANTITY:
I CONSENT OF BROWNFIELD MANUFACTURING INC.
FINISH:
LSCALE - NONE DRAWING NO.:
COLOR:
ALL DIMENSIONS WORKING DRAWINGS BUILD
ARE IN DECIMAL
DATE: OCT 24, 2001 PAGE:
OF: INCHES TO THESE SPEaFlCAmONS
EU: A IIIHO VA MAIN BREAKER: 100 AMP N =7 'do AMP
TOTAL LOAD 2267.0 VA FEEDER SLZE: K. DE. D,.
COMMENIS
_ I
NOTES:
49. 225 .AMP COPPER BUISSiNG. 1:8 PLC PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
CONTRACTOR IS RESPONSIBLE
G 51. C.H. 2P 20 AMP BREAKER (BAB2020)
TO VERIFY METER
C 52. C.H. If 50 AMP BREAKER (BAB1050)
ARRANGEMENT
53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
MEETS EUSERC REQUIREMENTS
56. HUBBELL SWITCH (CS1201 -1) JAPPROVED
BY:
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1)
PUGET SOUND ENERGY
58. SQUARE D LIGHTING CONTACTOR
TACOMA POWER
(981ODPA32VO2UI)
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
RO WNFIELD
70. 1"X.25" GASKET
MANUFACTURING, INC.
1820 B!CKFORD AYE. SN.HOMISH WA
(360)568 -0572 Fax (360)568 -0577
MATERIAL:
THIS DRAWING IS THE PROPERTY OF BROWNFIELD
COATING TYPE:
MANUFACTURING, INC. AND R'S SUBMISSION DOES NOT
THE
DRAWN BY. MEKKI AL -AZADI
GRAM RIGM i0 MAKE USE. OR SELL WHAT IS
REPRESENTED HERE IN WITHOUT THE PRIOR WRITTEN
HARDWARE: QUANTITY:
I CONSENT OF BROWNFIELD MANUFACTURING INC.
FINISH:
LSCALE - NONE DRAWING NO.:
COLOR:
ALL DIMENSIONS WORKING DRAWINGS BUILD
ARE IN DECIMAL
DATE: OCT 24, 2001 PAGE:
OF: INCHES TO THESE SPEaFlCAmONS
CITY OF RENTON ELECTRICAL SERVICE CABINET
AMDOCUMENT
t 1R��f r°l • �` n.v.a STREET LIGHT CONTACTOR CABINET RTS&,L,
RECO�I /i / /M'ENJDE.D FOR APPROVAL �'C�OFWASyri7��
AND CABINET FOUNDATION BY DAB <cJ r - oZ
Zl E HERMAN TRAFFIC ENGINEERING
nNt� ADOPTED f '
CITY OF RENTON BY DATE P 30730 OSIC STE �. 15324 Southeast 1 33rd Court, Renton, Washington 98059
Standard plans LST DATE: 12/96 BY T^�A is 425-277-1740 tel. 425 - 277 -5718 fax hte @comcast.net
EXPIRES 01/31/05
REVISION BY APPR'D DWG. NAME: JR -09 SP PAGE: JO10
SCAta1*0 061 0 8 zoo _ 1 r ; T 3 ®S
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FR 2
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SCANNED MAR 29
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SIZE AS
-8" O.D.
ADOPTED
CITY OF RENTON
REQUIRED
BASE FLANGE ALLOY 356 -T6 WITH
NZ
0.183 WALL BRACKET -_1
20
28' -3"
ALUM. ALLOY 6063 -T6
T
1' -6"
4 -1/2" t 2" N.P.S.
0.219
0.219
O.D. SLIPFITTER
1- 11 -1/4"
1
1/2" BNC LOCKBOLT 5' -9" RADIUS
11" TO 12" DIA.
INSIDE POLE
GR. 18 -8 S.S.
4 112" OF BOLT ABOVE
4" CONCRETE PAD
FLUSH JOINT -2"
(4) 1" BNC GALV. STEEL
T1'
4-1/2" O.D. f
"
FUSE KITS
QUICK DISCONNECT
HERMAN TRAFFIC ENGINEERING
y<
10 AMP IN LINE FUSE TO I_UMINAiRE
NUTS AND WASHERS
4"
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B"
TAPERED ALUM. POLE
TO
TA4114
OVER,
JUNCTION BOX-
1/4" MINIMUM
0.188 WALL ALLOY 6063 -T6
SPLICE KITS GROUND LUG DRAIN HOLE
SATIN GROUND FINISH 30'
-0"
CLEAR EPDXY SPLICE
KITS ON ALL THRU 2" MIN. GROUT TOP OF CONCRETE
23' -3"
WIRE RUNS UNDER POLE
4" CONCRETE BASE FOUNDATION TO
SHAFT
PAD TOPLOF SIDEWALK
H'
° g OR CURB.
liir�lr =III vllu
rlirllirllirllir
;"
=III =irrr =III °
151 HANDHOLE. 4"x6" OPENING
W /COVER AND S.S. SCREWS
-8" O.D.
ADOPTED
CITY OF RENTON
�
BASE FLANGE ALLOY 356 -T6 WITH
NZ
GROUND
LUG
28' -3"
BOLT COVERS & S.S. SCREWS
T
1' -6"
1 0.188
0.219
0.219
►I
1- 11 -1/4"
SO.
WAS
AStyi
11" TO 12" DIA.
INSIDE POLE
BOLT CIRCLE —��
4 112" OF BOLT ABOVE
4" CONCRETE PAD
FINISHED GRADE
(4) 1" BNC GALV. STEEL
HIE
"
ANCHOR BOLTS WITH
HERMAN TRAFFIC ENGINEERING
y<
4'
NUTS AND WASHERS
4"
STANDARD 30 FOOT DAVIT POLE
v� Y
ADOPTED
CITY OF RENTON
�
Standard plans
NZ
LST DATE: 10/30/96
DATE REVISION BY APPR'D DWG. NAME: JR -02 SP PAGE: JO03
2" N.P.S. SLIPFITTER
BRACKET CABLE
1
L 2" BY 3/4"
REDUCING WASHER
x x x
� g
I a
a 3/4" ROMEX
p w T CONNECTOR
a t WITH LOCKNUT
00 °
3/4"
aC m SINGLE OR DOUBLE MAST J.
AS REQUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE
o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
w
o%
MAST ARM WIRING DETAIL
III
STRAIN RELIEF DETAIL
o Y O ADOPTED
CITY OF RENTON
♦ �!(�
Standard plans
o FN �o LST DATE: 10/30/96
Z_
DATE REVISION BY APPWD DWG. NAME: JR -OS SP PAGE: J006
#8 GREEN III= 1p1= 1111111i1�11 I) �I
GROUND WIRE e
GROUND II II
2- (SIZED AS REO'D)
LIGHTING SYSTEM" PVC CONDUIT L J
SYSTEM.
WIRES TO CONTACTOR
CONCRETE
FOUNDATION
5/8 °x8' 3' SO.
COPPER -CLAD I'— OR DIA..
GROUND ROD
MOUNTING
HEIGHT
15 FEET
R � A,
25'
s
35'
40'
SL
18'-3"123'-3"
28' -3"
i awl
T
0.188
R/W LINE
SIDEWALK
CURB
CROADWAY
- - CURB
- - - - -- - - -- - SIDEWALK
R LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H
25'
30'
35'
40'
SL
18'-3"123'-3"
28' -3"
33' -3°
T
0.188
1 0.188
0.219
0.219
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
1'a DRY WEATHER 50
OR ABOVE.
NUMBERING EXAMPLES
1 P
2 5
3 6
4 7
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY PET OWNED OWN POWER
ED
CURB
0
T
+ P�
45°
TRAFFIC
FLOW
nl A N I \ /IF_M
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
13/4, -2„
2 "- 21/' 27/ '-3„
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
0*w, ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
OVERHANG
H'
'SL'
STREET LIGHT --/E'
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
i' -1' -6" MIN.
0 1 —6 0
4 L1 e1aJ � .i •u
--- - - -��' eke
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE _PAD
I�
4'- 0 "�
I I I I
L J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
0*71 ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: J015
10' UTILITY EASEMENT -�
RECOMMENDED FOR APPROVAL
TAPERED ALUM. POLE
Y CG
ADOPTED
T' WALL ALLOY 6063 -T6
4,
I SATIN GROUND FINISH
I
LST DATE: 12/96
HANDHOLE 4'x6"
-06 SP PAGE: J007
DATE
OPENING W /COVER
R
& S.S. SCREWS.
GROUND LUG
WAS
AStyi
INSIDE POLE
I
Q9 30730
RfC15TERf'�
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
1'a DRY WEATHER 50
OR ABOVE.
NUMBERING EXAMPLES
1 P
2 5
3 6
4 7
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY PET OWNED OWN POWER
ED
CURB
0
T
+ P�
45°
TRAFFIC
FLOW
nl A N I \ /IF_M
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
13/4, -2„
2 "- 21/' 27/ '-3„
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
0*w, ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
OVERHANG
H'
'SL'
STREET LIGHT --/E'
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
i' -1' -6" MIN.
0 1 —6 0
4 L1 e1aJ � .i •u
--- - - -��' eke
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE _PAD
I�
4'- 0 "�
I I I I
L J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
0*71 ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: J015
10' UTILITY EASEMENT -�
RECOMMENDED FOR APPROVAL
TYPICAL LIGHTING UNDERGROUND SYSTEM
Y CG
ADOPTED
G�
a �
CITY. OF RENTON
Standard plans
DATE
LST DATE: 12/96
BY APPR' DWG. NAME: JR
-06 SP PAGE: J007
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
1'a DRY WEATHER 50
OR ABOVE.
NUMBERING EXAMPLES
1 P
2 5
3 6
4 7
C 8
LETTER LETTER
SUFFIXED PREFIXED
CITY PET OWNED OWN POWER
ED
CURB
0
T
+ P�
45°
TRAFFIC
FLOW
nl A N I \ /IF_M
DECAL:
RELECTORIZED
GOTHIC GOLD
OR WHITE LEGEND
ON BLACK
BACKGROUND
13/4, -2„
2 "- 21/' 27/ '-3„
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
0*w, ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
OVERHANG
H'
'SL'
STREET LIGHT --/E'
CONDUIT TRENCH DEPTH 24"
ALTERNATE STREET CROSS SECTION
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE 3' -0"
i' -1' -6" MIN.
0 1 —6 0
4 L1 e1aJ � .i •u
--- - - -��' eke
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
4'
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE _PAD
I�
4'- 0 "�
I I I I
L J L__J
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
0*71 ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -36A SP PAGE: J015
10' UTILITY EASEMENT -�
RECOMMENDED FOR APPROVAL
BY 2!
�� DATE 4Q1,1 3
BY
DATE
12!
BY
DATE
R
W
WAS
AStyi
lP 0�
2 y
I
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RfC15TERf'�
S' /ONALE�� 11 -4.03
E %PIRES 01/31/05
HIE
"
HERMAN TRAFFIC ENGINEERING
5'
TO
TA4114
OVER,
H'
4
SL'
gc- LoC A1Ed S /vhf ALK
FACE OF CU
B TO
CENTER OF F
OLE
CONV;Mev 7b S' �- STREET LIGHT CONDUIT
PLAA/YrA. TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
LIGHT BASE AND JUNCTION BOX LOCATIONS
\ Y ADOPTED
CPCY OF RENTON
� Standard plans
N� LST DATE: 12/96
DWG, NAME: JR -35 SP PAGE: J014
R� WCum"T
T- 308905
15324 Southeast 1 33rd Court, Renton, Washington 98059
425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net
SCANNELI OCT 0 8 2010�% C/ j. c
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�� DATE 4Q1,1 3
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DATE
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Q9 30730
RfC15TERf'�
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E %PIRES 01/31/05
HIE
HERMAN TRAFFIC ENGINEERING
15324 Southeast 1 33rd Court, Renton, Washington 98059
425 - 277 -1740 tel. 425 - 277 -5718 fax hte @comcast.net
SCANNELI OCT 0 8 2010�% C/ j. c
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