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SW SEC 32, TWN 23N, RN0 SE
T RAWTT CT. S.
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1 ROUTE CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE 4-
NEW CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION a'
BOX. 3 Y
SCALE: 1 = 40�
O ZO 40 80
,. .,. .. .. .. .. ... ... ...- -�, y. .�5 .wt N
2 INSTALL NEW CONCRETE FOUNDATION. INTERCEPT EXISTING CONDUIT
AND CONDUCTORS. RELOCATE EXISTING LUMINAIRE POLE AND FIXTURE
TO NEW LOCATION. MAKE ELECTRICAL CONNECTIONS. REMOVE
EXISTING FOUNDATION AND UNNEEDED CONDUIT. ... - :..... .a ...
` 4
i Er
3 INSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH
Z40- 100HPS- 3— AC- 240 —SFZ4 LUMINAIRE FIXTURE. =
4 INSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT _
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET. ,
4
WIRING SCHEDULE
1:
ch: I
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
1
EX. 1.5" PVC (SCHEDULE 40)
EX. 2 — #10, 1 — #8 GREEN
2
1.5" PVC (SCHEDULE 80)
2 — #8, 1 — #8 GREEN
3
1.5" PVC (SCHEDULE 40)
2 — #8, 1 — #8 BARE
4
1.5" PVC (SCHEDULE 40)
2 — #8, 1 — #8 GREEN
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
POLE
OFFSET
CIRCUIT
NO.
LAMP
WATTAGE
LAMP
TYPE
DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
10 +40
22.3' RT.
*
100
HPS
M —C —III
25'
8'
EXISTING POLE — RELOCATED
2
14 +98
22.3' RT.
*
100
HPS
M —C —III
25'
8'
EXISTING POLE — RELOCATED
3
2538 B
8 +81
21.5' RT.
*
100
HPS
M —C —III
25'
8'
4
2542 B
2 +36
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
5
2544 B
3 +88
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
6
2550 B
5 +74
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
7
2552 B
7 +69
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
8
2540 B
10 +51
21.5' RT.
*
100
HPS
M —C —III
25
8'
* CIRCUIT IS AN EXTENSION OF EXISTING ILLUMINATION CIRCUIT.
pNAI
WA
N
NORTHWEBT
TRAFFIC EXPERTS IST
10104 -1111h Ave. N.E., KirklarM, WA 98033 TONAL
P�ione: 4Z5 .4118 Fay 425.522.4311 Ewm* •/
t • rI •l��1
0 4
REVISION
ROLL 1 9,.�
•
a
LEGEND.
TYPE M —C —III H.P.S. LUMINAIRE, ARM
AND ALUMINUM DAVIT STYLE POLE
TYPE M —C —III H.P.S. LUMINAIRE,
AND DECORATIV= STYLE POLE
CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTICN BOX
PVC CONDUIT (`.SEE WIRING SCHEDULE)
TYPE 1 JUNCTION BOX WITH
CONCRETE PAD
WIRE NOTE
CONSTRUCTION VOTE
BY 1 DATE 1 APPR
I
mom ow
LAIRr #A= ff
ow
'w64w
Opt em
sw MLnu
rp.►we am
am fammomw
RECOMMENDED
FOR AIIOV/IL.
BY
BY
BY
CITY OF
± RENTON
Planning/Building/Public work. Dept.
FR 3�Q:
DAN is
g
HE 185TH F
CAUTION:
LOCATION 7EXIS77NG U77LI77ES SHOW IS
APPROXIMA TE AND MA Y NOT BE A CCURA 7E
OR ALL INCLUSIVE. IT IS THE CON TRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILITIES
PRIOR TO PROCEEDING W TH CONSTRUCTION.
YOU MUST CALL 1- 800 -42I -5555 NOT LESS THAN 48 HOURS
BEFORE BfpNN/NG £XCAVAAAN NF/ERf ANY UNDERGROUND
UALIAES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN
BARING SUBSTANAAL REPAIR COSTS (UP TO THREE nMES THE
COST OF REPAIRS TO THE SERNCF).
ILLUMINATION PLAN
THE RESERVE A T S TO N EHA VEN
L UA •04.003 -ECF, PP/ L N D• 10-041 1
0
•
03/24/06
R0103
I
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I-li
ti
W
C)
O
0 .
W
J
UL
W
25'
o
�
4
SL
W
23 -3
a
33-
z
0.188
R/W LINE
SIDEWALK
CURB
10' UTILITY EASEMENT -�
BROADWAY
R W
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H 1
25'
o
�
40'
SL
18 -3
23 -3
a
33-
T
0.188
R/W LINE
SIDEWALK
CURB
10' UTILITY EASEMENT -�
BROADWAY
R W
CURB
SIDEWALK
R/W LINE
10' MIN.
CLEARANCE FROM DRIVEWAY
ALTERNATE PLAN VIEW
H 1
25'
30'
35'
40'
SL
18 -3
23 -3
28 -3
33-
T
0.188
0.188
0.219
0.219
w
I
NUMBERING EXAMPLES
REQUIRED
0 188 WALL BRACKET
TAPERED ALUM. POLE
W
- "
8
6
$TO WALL ALLOY 6063-T6
w
LU
UNDERGROUND
SATIN GROUND FINISH
C 8
19
SYSTEM
HANDHOLE "x6"
W
0
SUFFIXED PREFIXED
OPENING W COVER
do S.S. SC EWS.
ONMEO POWER
FLUSH JOINT
18w
OW NED WWED
�..
1
LUG
13
u]
JGROUND
NSIDE POLE
12w
C9
12
1'_s»
Lid alt Frame Depth
MOUNTING
5/16w
SATIN GROUND FINISH
HEIGHT
DWG. NAME: JR -06 SP PAGE: J007
25
15 FEET
1 r -2w
OVERHANG
`H'
�l I STREET LIGHT La
W CONDUIT TRENCH DEPTH 24'
� ALTERNATE STREET CROSS SECTION
W
In
W
W N Y
2" N.P.S. SLIPFlTTER
BRACKET CABLE
SINGLE OR DOUBLE MAST
ARM AS R''"
Ar%
6VERHANG
'Hr 7*
'SL'
FACE OF CURB TO
CENTER OF ROLE
i I 5'
I
._
•t
'SL' STREET LIGHT CONDUIT
TRENCH DEPTH 24"
TYPICAL STREET LIGHT
FOUNDATION LOCATION
L7W
2" BY 3/4"
REDUCING WASHER
3/4' ROMEX
CONNECTOR
WITH LOCKNUT
3 40
. DR DOUBLE MAST ARM, INSTALL 2ND CABLE
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT
MAST ARM WIRING DETAIL
STRAIN RELIEF DETAIL
ADOPTED
an or a•cesw
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -05 SP PAGE: JOOB
ra
NORTNWEBT
TRArrIC EXPERTS
10104 -1111h Ave. N.E., Kirkland, WAN=
01 i1 1e:425.522.4118 FAuc:425.521.4311
r •fir/ -,��I1
LIGHT BASE AND JUNCTION BOX LOCATIONS
ADOPTED
amr or •araN
Standard plans
LST DATE: 12/96
DWG. NAME: JR -35 SP PAGE: J014
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50°F
OR ABOVE.
PLAN VIEW
1V -2
DECAL:
RELECTORIZED
GOTHIC GOLD 2" -23; 2V =3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
arnr or gnaw
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
SI ZE AS
NUMBERING EXAMPLES
REQUIRED
0 188 WALL BRACKET
2 5
�I
- "
8
6
LIGHTING
-'
4 7
UNDERGROUND
Box Inside Logth
C 8
19
SYSTEM
LETTER LETTER
10/2" BNC LOCKBOLT
13
SUFFIXED PREFIXED
GR. 18 -8 S.S.
ONMEO POWER
FLUSH JOINT
18w
OW NED WWED
1
CURB
13
1
OF
TAPERED ALUM. POLE
12w
C9
12
0.188 WALL ALLOY 6063-T6
Lid alt Frame Depth
MOUNTING
5/16w
SATIN GROUND FINISH
HEIGHT
DWG. NAME: JR -06 SP PAGE: J007
25
15 FEET
1 1/20
45
28-3
REVISION
,410 TRAFFIC
FLO
PLAN VIEW
1V -2
DECAL:
RELECTORIZED
GOTHIC GOLD 2" -23; 2V =3"
OR WHITE LEGEND
ON BLACK
BACKGROUND
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
ADOPTED
arnr or gnaw
Standard plans
LST DATE: 12/96
DWG. NAME: JR -09A SP PAGE: J009
-0"
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
EASE FLANGE ALLOY 356 -T6 WITH OUND UG
BOLT COVERS do S.S. SCREWS 1 r_6"
-•I 11-1/4" SGT.
11" TO 12" DIA.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS
STANDARD 25 FOOT DAVIT POLE
ADOF'T'ED
amr Cr sssras
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE -.{ 3' -0"
h• -1' -6" I MIN.
1' -6
� 1 • 1'
4"
T IPA 101 M
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
I-- 3'-- 0 "--- -I I- •- --- -3' - 0 " ---- -I
4"
T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4" T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
Cr" or 11110 t+os
Standard plans
LS'I' DATE: 11/7/96
DWG. NAME: JR -30A SP PAGE: JO 15
FUSE KITS
0 � N UNEC
1 AMP FUSE
KITS - S.E.C. OR EQUAL—
TYPICAL DESIGN NB�
JUNCTION e�OX
KkAff 7� p ON ALL SPLICE ��NO LUG
HARE RUNS iHRU 2•UN�DER�POLE
4' CONCRETE BASE -
PAD ---\ 5 -- I 8•
TO LUMINAIRE
#8 BARE °wl wwr—W NI �� ul! I -
COPPER
GROUND WIRE
1 -#8 GREEN U D
4'
2- (SIZED AS REQ'D) PVq f ONDUIT
LIGHTING SYSTEM YS It
HARES TO CONTACTOR
5/8"x8` DuNDA ON
3-
S .
CPPER --CLAD OR so.
GROUND ROD
1/40 MINIMUM
rDRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
EPDXY FILL
INUNE SPLICE
EPDXY FILL 74
WYE SPLICE
--OEM
SI ZE AS
BQX TYPE
REQUIRED
0 188 WALL BRACKET
TYPICAL
�I
- "
8
ALUM. ALLOY 6063-T6
LIGHTING
-'
22 1 2
UNDERGROUND
Box Inside Logth
. N.P.S.
-1 /2" Lee
19
SYSTEM
O.D. SLIPFITTER
10/2" BNC LOCKBOLT
13
5'9" RADIUS
GR. 18 -8 S.S.
Lid Len th
FLUSH JOINT
18w
�.1' -2"
1
4 -1/2" O.D.
13
1
d Pk=
TAPERED ALUM. POLE
12w
rar mm I z/se
12
0.188 WALL ALLOY 6063-T6
Lid alt Frame Depth
5116w
5/16w
SATIN GROUND FINISH
DWG. NAME: JR -06 SP PAGE: J007
25
1 1/20
REVISION
28-3
REVISION
W--2.5
SHAFT
-0"
151 HANDHOLE. 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
EASE FLANGE ALLOY 356 -T6 WITH OUND UG
BOLT COVERS do S.S. SCREWS 1 r_6"
-•I 11-1/4" SGT.
11" TO 12" DIA.
BOLT CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
(4) 1" BNC GALV. STEEL
ANCHOR BOLTS WITH 4'
NUTS AND WASHERS
STANDARD 25 FOOT DAVIT POLE
ADOF'T'ED
amr Cr sssras
Standard plans
LST DATE: 10/30/96
DWG. NAME: JR -01 SP PAGE: J002
TYPICAL LIGHT BASE AND JUNCTION BOX
CONCRETE PAD
7' -0" VARIABLE -.{ 3' -0"
h• -1' -6" I MIN.
1' -6
� 1 • 1'
4"
T IPA 101 M
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "B"
CONCRETE PAD
I-- 3'-- 0 "--- -I I- •- --- -3' - 0 " ---- -I
4"
T
FRONT VIEW SIDE VIEW
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
4" T
FRONT VIEW SIDE VIEW
TYPICAL CONCRETE PAD DETAILS
ADOPTED
Cr" or 11110 t+os
Standard plans
LS'I' DATE: 11/7/96
DWG. NAME: JR -30A SP PAGE: JO 15
FUSE KITS
0 � N UNEC
1 AMP FUSE
KITS - S.E.C. OR EQUAL—
TYPICAL DESIGN NB�
JUNCTION e�OX
KkAff 7� p ON ALL SPLICE ��NO LUG
HARE RUNS iHRU 2•UN�DER�POLE
4' CONCRETE BASE -
PAD ---\ 5 -- I 8•
TO LUMINAIRE
#8 BARE °wl wwr—W NI �� ul! I -
COPPER
GROUND WIRE
1 -#8 GREEN U D
4'
2- (SIZED AS REQ'D) PVq f ONDUIT
LIGHTING SYSTEM YS It
HARES TO CONTACTOR
5/8"x8` DuNDA ON
3-
S .
CPPER --CLAD OR so.
GROUND ROD
1/40 MINIMUM
rDRAIN HOLE
TOP OF CONCRETE
FOUNDATION TO
BE LEVEL WITH
TOP OF SIDEWALK
OR CURB.
EPDXY FILL
INUNE SPLICE
EPDXY FILL 74
WYE SPLICE
--OEM
STREET LIGHT POLE JUNCTION BOX
1'
A w
PLAT R SIDE VIEW v► v ► 0 4 DEEP
= o
vo v
vO 0A A
amim vMr lil
r k a __j
s
•
ITEM
ITEM
Box Outside lea
BQX TYPE
FUSE KIT
TYPE 2
33
TYPICAL
22
1 W& SkM L r T. - AN
Boot Outside Width
LIGHTING
FUSE KIT do SPLICE KIT DETAILS
22 1 2
UNDERGROUND
Box Inside Logth
18
19
SYSTEM
ADOPTED
13
14
1
Lid Len th
ADOPTED
18w
amawd
tar MW ::
amr or a3n+ac
13
13
1
d Pk=
DWG. NAME: JR -12 SP PAGE: JO 13
12w
rar mm I z/se
12
Lid alt Frame Depth
5116w
5/16w
5 16
DWG. NAME: JR -06 SP PAGE: J007
1 1 Z2w
1 1/20
REVISION
Wre Reinfaament
REVISION
W--2.5
W-2.5
IL
LIGHTING
STANDARD &
JUNCTION BOX
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
ism
7'
Boxes shall be 28% minimum of overall thickness.
Lid support members shall be welded to the frome.
o
4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded
op
e s ov �p o
°oo
wire fabric welded to the frame.
Q
o
ov
v .v
When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep
�vd o vo o
e
extension boxes.
�a
e
Z
p a
When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1 /2" 10
PLAN VIEW
0 0 S
F
3'
gage divider plate complete with fasteners.
a p
Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20
lob °
Ole*
o
e o
Load Test.
b, .
. .s
.v o
v .v ► o
JUNCTION BOX DIMENSION TABLE
c
STREET LIGHT POLE JUNCTION BOX
1'
A w
PLAT R SIDE VIEW v► v ► 0 4 DEEP
= o
vo v
vO 0A A
amim vMr lil
r k a __j
s
•
ITEM
ITEM
Box Outside lea
BQX TYPE
Tom' E 1
TYPE 2
33
22
22
1 W& SkM L r T. - AN
Boot Outside Width
17
1r
22 1 2
Relidw mwA
Box Inside Logth
18
19
28
Box Inside Width
13
14
1
Lid Len th
18
18w
26 1 2
Lid Width
13
13
1
Box Depth
12w
12
12
Lid alt Frame Depth
5116w
5/16w
5 16
Well1hidecew
1 1 Z2w
1 1/20
Wre Reinfaament
W -3
W--2.5
W-2.5
IL
IL "and
See Detoll
See D•td
Sm Detdl
STREET LIGHT POLE JUNCTION BOX
1'
A w
PLAT R SIDE VIEW v► v ► 0 4 DEEP
= o
vo v
vO 0A A
amim vMr lil
r k a __j
s
•
ITEM
MATERIALS
Box
6000 P9 omade See Notes
Frame
Diamond Plate Steel - A70
Lid
1 W& SkM L r T. - AN
Lid
Dianand Plats Steel - AM
Anchors
Steel We or Tee Plate
Relidw mwA
ASTM A -82 Stets
va
Arm
o o
I�
e• INDIVIDUAL JUNCTION BOX
"GALVANIZED STEEL
1tiwcK ANCI au 90 @W^LAWN oerMs
LEGEND DETAIL (wk U K"`-I "K -ram
SIGNALS r� o rat r •ac
LIGHTING T -F TS —LT « l�ati>�ai
TELEMETRY
NOTE:
sys SOD
NOTE: CLASS 'B' CONCRETE
TO BE USED IN
CONSTRUCTION OF PAD
JUNCTION BOX DETAILS o ► o ►v v v 1' CONCRETE PAD DETAILS
-Fann Lrttm wo 1/rer WAN ADOPTED 1' ADOPTED
Seat artia off oho am or a��ar PLAN VIEW amr or ssaPOn
Whom. x'"01 �""�'• K� Standard plans Standard plans
LUMEMANIN LST DATE: 11/89 LST DATE: 10/30/96
av 1ALPIM1111 DWG. NAME: JR -36 SP PAGE: JO 16 1 nA DWG. NAME: JR -07 SP PAGE: J008
moK
SS I T �►�'��
Millet LAW l� PC
ZONAL E aR woN
"'law Off n.z
�M �
. � oRwa
Ewma 9 ,m s/a NO. REVISION BY DATE APPR �* r nu posso' w
ROLL 1 �9��
T- 3 ?3 ?02
F&CO MMENM
FOR W-
BY
BY
BY
a acl� "M CO PUMM
TO OTT
Dote
Date
Date
mow- Or'�" CITY OF ILLUMINATION DETAILS 03/24/06
i REN TON THE RESERVE AT STONEHAVEN
DATU M
Planning /Building /Public works Dept. L UA- 04.003 -ECF, PP/ L N 0- 10 -04 1 1 80103
FR 31�:
�y
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w
0
0
U
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J
LL
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W
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41
Q
0
0
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W
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W
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W
Z
Ste' ,SEC 32, TWN 23N, RNG 5E
rte.... .......... :.............................................. . ... ......... ..... .. ..... ......
-T�{ wrw� 1!1lIM.�1!.71!����wlrM�/I�AI Ml1R fIM. .Aw! #Iw �r M1 �1141111M �11.�111Ir. . ��IT. ����w1�w�. q! ��■ rr���lrr�r��r■r�r�����rr�r +�•rr ■
�t : ................ ......b........................ BT t%ii ........... ............................�`, ..... - -t- �'1Q _ -. ...............................
2
...... .
CONSTRUCTION NOTES,
DROUTE CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE
NEW CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE JUNCTION
BOX.
2O INSTALL NEW CONCRETE FOUNDATION. INTERCEPT EXISTING CONDUIT
AND CONDUCTORS. RELOCATE EXISTING LUMINAIRE POLE AND FIXTURE
TO NEW LOCATION. MAKE ELECTRICAL CONNECTIONS. REMOVE
EXISTING FOUNDATION AND UNNEEDED CONDUIT........................... ......................... __..................... .........................._._..
3 INSTALL CONCRETE FOUNDATION AND LUMEC P135A -14 POLE WITH
Z40- 100HPS -3 -AC- 240 -SFZ4 LUMINAIRE FIXTURE.
4OINSTALL CONCRETE FOUNDATION, PAD, JUNCTION BOX AND LIGHT
STANDARD PER LUMINAIRE SCHEDULE AND DETAIL SHEET.
WIRING SCHEDULE
RUN
POLE
ID NO.
POLE
LOCATION
NO.
CONDUIT
CONDUCTORS
1
EX. 1.5" PVC (SCHEDULE 40)
EX. 2- -x#10, 1 - #8 GREEN
2
1.5" PVC (SCHEDULE 80)
2 - #8, 1 - #8 GREEN
3
1.5" PVC (SCHEDULE 40)
2 -##8, 1 - #8 BARE
4
1.5" PVC (SCHEDULE 40)
2-- #8, 1 - #8 GREEN
POLE SCHEDULE
POLE
NO.
POLE
ID NO.
POLE
LOCATION
I POLE
OFFSET
CIRCUIT
NO.
LAMP
WATTAGE
LAMP
TYPE
DISTRIBUTION
TYPE
MOUNTING
HEIGHT
MAST
ARM
REMARKS
1
10 +40
22.3' RT.
*
100
HPS
M —C —III
25'
8'
EXISTING POLE -- RELOCATED
2
14 +98
22.3' RT.
*
100
HPS
M— C--III
25'
8'
EXISTING POLE -- RELOCATED
3
2538 B
8 +81
21.5' RT.
*
100
HPS
M —C —III
25'
8'
4
2542 B
2 +36
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
5
2544 B
3 +88
22' RT.
*
100
HPS
M —C —III
14'
NA
DECORATIVE POLE
6
2550 B
5 +74
22' RT.
*
100
HPS
M —C -111
14'
NA
DECORATIVE POLE
7
2552 B
7 +69
22' RT.
*
100
HPS
M -C ---III
14'
NA
DECORATIVE POLE
8
2540 B
10 +51
21.5' RT.
*
100
HPS
M--C-111
25
8'
* CIRCUIT IS AN EXTENSION OF EXISTING ILLUMINATION CIRCUIT.
ra
NORTHWEST
TRAFFIC EXPERTS
10104 -111th Ave. N. E., Kirkland, WA 98033
Phone. 425.522.4118 Fax: 425.522.4311
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AND DECORATIVE STYLE POLE
® CONCRETE PAD LIGHT BASE AND
TYPE 1 JUNCTICN BOX
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AND FIELD VERIFY LOCATION OF UTILI TIES
PRIOR TO PROCEEDING W/ TH CONS TRUC TION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U71LI71ES MA Y BE LOCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
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&%^- EO MAY 112006
.........................v:
SCALE: 1 40'
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LOCA T10N OF EXISTING UTTLI TIES SHOWN IS
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OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO POTHOLE AS REQUIRED
AND FIELD VERIFY LOCATION OF UTILI TIES
PRIOR TO PROCEEDING W/ TH CONS TRUC TION.
UNDERGROUND UTILITY NOTE:
YOU MUST CALL 1-800-424-5555 NOT LESS THAN 48 HOURS
BEFORE BEGINNING EXCA VA TION WHERE ANY UNDERGROUND
U71LI71ES MA Y BE LOCA TED. FAILURE TO DO SO COULD MEAN
BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE
COST OF REPAIRS TO THE SERVICE).
ILLUMINATION PLAN
THE RESERVE AT STONEHAVEN
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