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(360) 668 1133
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FR 2'3 �
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806 9236
(360) 668 1133
45
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POLE SCHEDULE
a°
WHITA�I�C1+AIx'L NE
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POLE
OFFSET
MOUNTING
HEIGHT
00E
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WATTAGE
PHOTOMETRICS
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GENERAL NOTES
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POLE SCHEDULE
LUM.
POLE N0.
WHITA�I�C1+AIx'L NE
STATION
POLE
OFFSET
MOUNTING
HEIGHT
ARM
LENGTH
CIRCUIT
-
WATTAGE
PHOTOMETRICS
COMMENTS
CITY OF RENTON
LUMINAIRE ID
1
BREMERTON AVENUE NE
23 +27.0
23.0' LT
25'
6'
1
1 ooW
FLAT LENS
39328
M -C -Ill
2
BREMERTON AVENUE NE
21+29.5
23.0' LT
25'
6'
1
100W
FLA T LENS
39348
M -C -Ill
3
BREMERTON AVENUE NE
19 +97.5
23.0' LT
25'
6'
1
100W
FLAT LENS
3936B
M -C -111
4
NE 2ND LN
10+79.0
22.5' LT
25'
6'
1
100W
FLAT LENS
M -C -111
39388
5
NE 2ND LN
11+91.0
22.5' RT
25'
6'
1
100W
FLAT LENS
39338
M -C -Ill
6
NE 2ND LN
13 +99.5
22.5' LT
25'
6
2
100W
FLAT LENS
39408
M -C -Ill
7
WHITMAN PL NE
15 +70.5
22.5' RT
25'
6'
2
100W
FLAT LENS
M -C -111
INSTALL PHOTOCELL
3939B
8
WHITMAN PL NE
17 +53.0
22.5' LT
25'
6'
2
10oW
FLAT LENS
39428
M -C -Ill
39448
9
NE 2ND CT
18 +53.5
22.5' RT
25
6'
2
1 DOW
FLAT LENS
M -C -Ill
10
NE 2ND CT
20+11.0
22.5' LT
25
6'
2
100W
FLAT LENS
M -- C -111
3943B
39468
11
NE 2ND CT
21+24.5
23.5' RT
25'
6'
2
100W
FLAT LENS
M -C -111
12
NE 2ND CT
22 +83.0
22.5' RT
25'
6'
1
100W
FLAT LENS
M - C -Ill
39488
13
ANACORTES PL NE
30 +26.0
23.0' LT
25'
6'
2
100W
FLAT LENS
M -C -III
39508
14
ANACORTES PL NE
31+57.5
22.5' RT
25'
6'
2
100W
FLAT LENS
M -C -Ill
39498
15
ANACORTES PL NE
33+15.5
22.5' LT
25'
6'
2
100W
FLAT LENS
M -C -11I
39528
v
7
WIRING DIAGRAM
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11
4"
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CIRCUIT 1
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CABINET ID = 0091
ROLL 20.0
FFt woo 2 3
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENI AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1- 800 - 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95X. MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
CONSTRUCTION NOTES
OINSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET, AND
CITY OF RENTON STANDARD PLANS, SHEETS ILS AND IL6. TOP OF FOUNDATION SHALL BE FLUSH
WITH TOP OF SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF RENiON
STANDARD ALUMINUM DAVIT POLE.
OEXTEND CONDUIT TO PROJECT LIMIT AND INSTALL JUNCTION BOX.
OINSTALL CITY OF RENTON STANDARD SERVICE CABINET, PER CITY OF RENTON STANDARDS (SEE
SHEET ILS). CABINET 10 x'0091.
O1201240V POWER SOURCE TO BE PROVIDED BY PUGET SOUND ENERGY. TRENCH AND PROVIDE
CONDUIT AND CONDUCTORS TO PUGET SOUND ENERGY POWER SOURCE. LOCATION SHOWN IS
APPROXIMATE, ACTUAL POWER SOURCE LOCATION MAY VARY. THE CONTRACTOR SHALL COORDINATE
POWER SOURCE LOCATION WITH PSE.
OTYPE 2 JUNCTION BOX.
�'-3 ?4b04
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 8M 9236
(360) 6" 1133
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1/2" 8NC LOCKBOLT
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0.188 WALL ALLOY 6063-T6
SATIN GROUND FINISH
SZE AS REQUIRED
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SLIPFI TTER
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151 HANDHOLE 4'x6' OPENING I
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BOLT COVERS & S.S. SCREWS
--� 1--11-1/4- SO.
11' TO 12" DIA.
I
BOLT CIRCLE - - (4) 1/2' OF BOLT ABOVE STANDARD 25 FOOT DAVIT POLE
4' CONCRETE PAD FINISHED GRADE
(4) 1" 8NC GALV. STEEL ADOPTED
ANCHOR 9M TS TA TH CRY or RaN7'o>r
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4' 81�IVtldard >•
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LST DATE: 9/91
DATF _ — DWG. NAME- JR -0 SP PAGE: J002
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TYPICAL CONCRETE PAD DETAILS
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CITY OF RENTON
Standard plans i
IST DATE: 5/91 i
DWG. NAME: JR -36A SP PAGE: JO 15
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- '- ' °°" -- "_''1
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I DATE I By DWG. NAME: JR -07 SP PACE: JOGS
TRANSPORTATION ENGINEERING NORTHWEST. LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806 9236
Ft() L L 40 2 0. 10
FIR 2�3.8
WA
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DATE"
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QUICK DISCONNECT
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KITS E.C. OR EQUAI —
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JUNCTION BOX
I 1/4* MINIMUM I
5P L -ICE KITS
GROUND LUG
1 \
DRAIN HOLE I
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1
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1 \ I
2" WIN. GROUT
\
�1 UNDER POtE BASF. - --�
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( / TOP OF CONCRETE
A" : , �'\
-S T - -`—
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SIDEWALK OR CURB
PAC
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5/8'x8'
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ALUM. ALLOY 6063-T6
1/2" 8NC LOCKBOLT
GR. 18-8 S.S.
FLUSH JOINT /
4 -1/2" O.D.
TAPERED ALUM. POLE
0.188 WALL ALLOY 6063-T6
SATIN GROUND FINISH
SZE AS REQUIRED
8•—� r-
K2" N.P.S.
SLIPFI TTER
5' -9' RADIUS
18'- 3'
SHAFT
25' -0"
r
151 HANDHOLE 4'x6' OPENING I
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i
BASE FLANGE ALLOY 356-T6 NTH GROUND LUG I
BOLT COVERS & S.S. SCREWS
--� 1--11-1/4- SO.
11' TO 12" DIA.
I
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4' CONCRETE PAD FINISHED GRADE
(4) 1" 8NC GALV. STEEL ADOPTED
ANCHOR 9M TS TA TH CRY or RaN7'o>r
NUTS AND WASHERS - - - -� -
4' 81�IVtldard >•
/. plmo i
LST DATE: 9/91
DATF _ — DWG. NAME- JR -0 SP PAGE: J002
` DATF 1 -- - — - -- RFVISinti - .. -- - - --i —' APPR f 1
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Standard plans i
IST DATE: 5/91 i
DWG. NAME: JR -36A SP PAGE: JO 15
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t_lc�r� -iNv STANDARD at* ,JUNG 1,01"q B0 >1. r,
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-- - - CONCRETE PAD DETAILS
- '- ' °°" -- "_''1
ADOPM
cm v IIIIIIIItw
yr Twat 5/01
I DATE I By DWG. NAME: JR -07 SP PACE: JOGS
TRANSPORTATION ENGINEERING NORTHWEST. LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806 9236
Ft() L L 40 2 0. 10
FIR 2�3.8
WA
v •
�,�s �► .:gib , r J �
SS /oNAL
E XfxIRES 1 ?!20/OS�
I
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CHECK FOR COMPLIANCE
TO CITY STANDARDS
DATE"
DATE
DATL
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� - - -- -- - -- -._ ... --- ...... ___ - - -- - - -. _ _ - - -- - -- -- - -- - -- - -- - --- ..__ -- -- -------- - - - -.. -- _ . : i �tiSTALL DECAL NUMBERS
° o ' )A'RTW.ALLY INSTAI L
2 N.P.S. UPFITTER - _
t r i IN DRY WEATHER 50' �
OR ABOVE
! ( I I NUMBERING EXAMPLES
2
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BRACKET CABLE ! I I /� 2 5 �
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C 84
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LETTER LETTER t
SUFFIXED PREFIXED
/ ! CITY PUGET P0%*R
2' BY 3/4' REDUCING WASHER I i OWNED OWNED � -3/4'- 2"
DECAL:
RELECTORIZED
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GOTHIC GOLD ROMEX CONNECTOR 2 " -2 -1 /2'
LN
WITH LOCICNUT LEGENC
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SINGLE OR DOUBLE MAST 3/4'
ARM AS REQUIRED
t
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BETWEEN LUMINAIRES WHEN 80TH WMINAIRES
ARE ON SAME CIRCUIT. ADOPTED
a" or Tat "vol
MAST ARM WIRING DETAIL "Iml
tar aatlt s /et
j S: \OPROTO\2EN TON \BRH \JR -05
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- DIAMETER 718"
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i 3E;w FUSE KR do SPLICE KR DETAILS
ADOPTED
CRY or 11m 101
- . -- - - !Jr mm 5/91
I DATE I REVISION M. NAME: JR -12 SP PACE: JO 13
I. EURTN CITY OF RENTON _ S 18MITTAL
NOTES: i
49. 225 AMP COPPER BUSSING , 18 PLCS . PANNEL
50. C.H. 2P 100 AMP ANON (BA82100) ,
i f . i 51. C.H. 2P 20 /IMP BREAKER (8A82020)
52. C.N. 1 P 30 AMP BREAKER (BAB1060)
53. C.H. 1 P 20 AMP SWAKER (BAB 1020)
! ' I 54. C.H 1P 15 AMP BREAKER (BAB1015)
i 55. MILBANK METER ENCLOSURE (MS- 24 -TB) ;
- - 56. HUBBELL 9W1TCH (CS1201 -1) ,
i 20 ` 6e -I) 58. saR D LX*fTTNoONTACToR j
(901 00PA3ZN0W)
61. SOUTMCO DOOR S.S. HINGE (F6 -3 -1) ( i
64. STAINLM STEEL Cri &MI !
65. DEAD BOLT LOCK 'MT" (50RL2 -626)
+ 66. SQUARE D TEAINNAL BOCK
67. SQUARE D END CAP
- 70. 1'X.23 GASKET
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DW10WD PLATE STEEL -A785 '
04 0
SINGLE OR DOUBLE MAST 3/4'
ARM AS REQUIRED
t
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BETWEEN LUMINAIRES WHEN 80TH WMINAIRES
ARE ON SAME CIRCUIT. ADOPTED
a" or Tat "vol
MAST ARM WIRING DETAIL "Iml
tar aatlt s /et
j S: \OPROTO\2EN TON \BRH \JR -05
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ADOPTED
CRY or 11m 101
- . -- - - !Jr mm 5/91
I DATE I REVISION M. NAME: JR -12 SP PACE: JO 13
I. EURTN CITY OF RENTON _ S 18MITTAL
NOTES: i
49. 225 AMP COPPER BUSSING , 18 PLCS . PANNEL
50. C.H. 2P 100 AMP ANON (BA82100) ,
i f . i 51. C.H. 2P 20 /IMP BREAKER (8A82020)
52. C.N. 1 P 30 AMP BREAKER (BAB1060)
53. C.H. 1 P 20 AMP SWAKER (BAB 1020)
! ' I 54. C.H 1P 15 AMP BREAKER (BAB1015)
i 55. MILBANK METER ENCLOSURE (MS- 24 -TB) ;
- - 56. HUBBELL 9W1TCH (CS1201 -1) ,
i 20 ` 6e -I) 58. saR D LX*fTTNoONTACToR j
(901 00PA3ZN0W)
61. SOUTMCO DOOR S.S. HINGE (F6 -3 -1) ( i
64. STAINLM STEEL Cri &MI !
65. DEAD BOLT LOCK 'MT" (50RL2 -626)
+ 66. SQUARE D TEAINNAL BOCK
67. SQUARE D END CAP
- 70. 1'X.23 GASKET
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BACKGROUND
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STREET LIGHT STANDARD
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1 112-
1 1/2-
DECAL NUMBERING SYSTEM
K TIRE 1133 ARM
W -3
W -2.5
ADOPTED
t LEWD
SEE mw
su Om
CfffO'RZWM i
56. WLSOM h9TER EI8CLr051ME (MS-24-TO)
,.
Standard ptaoe
i
56. HULL SNRCH (CST 201 -1)
51. " "' 20 A! 11:11TTON
I�IOIItW 0R
LOT DATR.5 /91
56. su wE 0 ua11lA CONTACTOR
(98 100%32V=A)
tlAral■n Pn�w1 I
DATE REVWN
I BY P DWG. NAME: JR -09A SP PAGE: JO09
i S: \OPROTO \PEN TON \BRH \JR -09A
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63. OfAO DOLT LOO( VEST' (5011111,2-626)
66. sotwE D TEAK aoac
-- - -4
.►UNCTION BOX 0*Ajt4WN TAOL .
ml ITEM
R
iK_
yATFR ALS 1
TYP 1
_
TYPE 2
+ or NAME
DW10WD PLATE STEEL -A785 '
A BOOT OIRSff LEIIC
B BOOT tltfi5� ATM
22
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1 2
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1 112-
1 1/2-
1 112-
K TIRE 1133 ARM
W -3
W -2.5
W -1.5
t LEWD
SEE mw
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yATFR ALS 1
BOX
som PSI I1E SiE IDLES
+ or NAME
DW10WD PLATE STEEL -A785 '
+ :L' SLffw
, L 1Hf]( 5� I C, L or T.
* I10
_
0VJ00 PLATE STEEL -A786
A�ANCHORS
Steel Wore or Tee Piate�
KNONCINK
I ASTLM A -92 steel
+ GALVANIZED STEE:
L_ I
NOTES:
I I u ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS. ,
I THE NOTED LID THICKENERS OVERALL MINIMUMS. THE DIAMONC PATTERN FOR TYPE 1 OR TYPE 2
I BOXES SHALL BE 287E MINIMUM OF OVERALL THICKNESS.
PLAN VIEW JD SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME.
"- - -` - 4000PSI CONCRETE tS ALLOWED IF BOX fvFjNFORL;EMENT LONSISTS OF 6 x 6 - wJ X w3 WELDEL
WIRE FABRIC WELDED TO THE FRAME.
AMEN NOTFI3 IN THE CONTRACT TYPF 7 AND TYPE 3 BOXES SHAT -L RE PROVIDED MATH 17" 7FFP
ri 174 EXTENSION BOXES t
WHEN NOTED IN THE CONTRACT TYPE 2 NOTES SHALL BE DROV1DED WITH A 10' x 27 1/2"1" In
! I I f °• •(ter GAGE DIVIDER PLATE COMPLETE NTH FASTENERS.
NON- CONCRETE BOXES MAY BE SUBMITTED F,:W APPROVAL. EVAL'JAT10N 'NIL_ INCLUDE AN H -20
ELEVATION VIEW LOAD TEST
3 6- MIN.
MAC(
I ' I / MAX
MIN - -•-� I �\ - .._..l.r__=n �,
?YP - ±_.1 -_ i -8LLL ENDS"
_' ON CONDUIT
!*�*!�r- ORaYEL PAC
I COMPACTED
NOM �_ - ------
;,
N �,�TN't ��* - ;rv,CAL JUNCTION 80X INSTALLATION DETAIL=
iGHTIN,-
Ts-L.-
T9 vI,fETRY TRAFFIC S!GNA; Sl'S'FIA l_EuEhjQ .� a YPE 'I• BOX JUNCTION BOX DETAILS
-_ ,
l ��� G' O YPE ''!' ;3Gx
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`(Wlyl I.FTTC4S ,VTH t /p" 'WIC, , I _ L X x3 /1tf, 1'LONG p h -i~ az ADO TED
RF A^ :. IND 0« nIAMONI; L / ' Jr- I kGM -4001( TA!! COR 0/ 1�ITON
' A7 LRN BEFGiRE F ORMiNG �_ (:.00Ks PER uoi • •
`
Fr.: [-PC- ' �--1 Standard pkm
t • NCMA. -� - • • +C)wA. IaT DATE i I /Ku
DWG. NAME: JR -36 SP PAGE: JO 16
A.G1.1. EURTN
CITY OF RENTON
SUBMITTAL. 1
SEAKER SCHEDULE
ro ani _ ...o...
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up uWwm •
3K
11.01
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NOTES:
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; Loom C
49. 225 AMP COPPER •tISS C 1 S PLIC PANNEL
!
50. C.N 2P 100 AMP MAN (OW 100)
oMmllltdwll t 1I�!POt■t�ts /o
{
51. C N. 2P 20 AMP 9111ERI t (9062020)
i ( c
52. C.M. 1P SO AMP BEAKER (001000)
Y'
93 C.H. 1P 20 AMP BWA" (001020)
7�o1IA eM • .
54. C.N iP 15 Ate 01610- (901015)
56. WLSOM h9TER EI8CLr051ME (MS-24-TO)
t
i ��+•
56. HULL SNRCH (CST 201 -1)
51. " "' 20 A! 11:11TTON
I�IOIItW 0R
' • -* M
• I -� ,
56. su wE 0 ua11lA CONTACTOR
(98 100%32V=A)
tlAral■n Pn�w1 I
C
61. SOIJ11V0 ODOM S.S. 1610E (FE
•
Ir
64. STAIPILM STEEL ftc
1 1 I
'.
63. OfAO DOLT LOO( VEST' (5011111,2-626)
66. sotwE D TEAK aoac
-- - -4
$7 SOUARE D EM CAP
+
���
I i
70 1 •X.2s• oASK�T
.R
-
1 I OIL
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- - - -
- - -- - - - -- Im SPA MME
- -+ago
RO 200
FR��2'3.9
T- 324 16 4046
TRANSPORTATION ENGINEERING NORTHWEST, LLC
PO BOX 65254
SEATTLE, WA 98155
(425) 806' 9236
I �itiR I
B
/ OF WAS'Y�� % /C' _
mssCSTq'
%
:....�•
oNAL
EXPIRES 12/20/05
I
i
0
CHECK FOR COMPLIANCE
TO CITY STANDARDS
• DATE 72--
DATE -_J_nd
DATE
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