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1-t.11n �r, ryj / - -- STA. 0+ 50.0 CAMAS AAJ� !, A� fEN `E At �°
i, I -� sla /� Cnln Aarm Tice17 INSTALL CATCH BASIN TYPE C✓H /Y / ^as ps `v(J tV.g.�• I !
c a 2A5so SOLID COVER g 1 t { RIM= 286.0
E. 12 ('n)'rua- eulac:.mV / I.E.= 281.9 STA. 2+32.5
(m) INSTALL CATCH BASIN TYPE I j T.5= 7.5' ufi /i/ aasemenl (typical)
J
(I ! SOLID COVER 'f'-- y - -- '- -- -- ...,,�
RIM =289,0 1
T.E.= 286.34 I :- - /nsla / /FrehydronlAs ^a,/
I I
I I
1 I 2 GS /p 10r- �1 /2 ( 1/ /O 9 al9 OA r�
I
I SEECDETAILBSHI =ET E 2L /1,IN #GaM uolve
. --! stet/ 4.0' cement concre e I I,1f\ j /�
I / O.0I /60 4
l , - -- sldew° /k (lypivol - bntA sad sl S c�� \
STANDARD DAVIT POLE, SIZE; AS REQUIRED - - - -� f.l __.- 00_00.- --_0000 ----- 0011____
--_ _ --, SEf -0ETAIL SHEET-E-2 -- I -- 1 - _. -
,� 116�L.F�,B "CMP 'r, ?'26(.F , /il7lyeoseman/ I i
t. I. E = 285-
16 02 INSTA ".L 180 F OF 8 "CMF „ INSTALL 295LF B��CMP - -/
1 0 +00 (Coma Aa/ -- 3- OH - - -- LUMINAIRE-TYPICAL
INSTALL Pt1pT99EI;WP t . 00 00 �- e- 2LF8 "CM
!3
Sz.005 c c. � /+t+ CO3
1 / / 1100 0 ware. 00 i
o 2+00 '2 '� N 2 r1
+ �
2s25.7+o0 re 0 o B'SS. 293 T 20
6LF 8 „CMP 291,53 TC
Alo Boundry (F2 03 p c
% ?y
CO 0 _- - -- - -__::::. ___0000 .. -:00:00
00
/ - - - - - -- -0000. - -- _- _0000_.... - 0000.... - -- 0000 _,_0000.. -' -0000., .�...__ 00_00., - - - - M
_0000.. _0000.... . .
295LF 8" \ S
o ' 0000 .017 V_'I id 0000.. 0000 - 21 1Z S =.009
/ OlI6 STA.0 +39.6 .E =2 °- - STA. 2+32.5
- '-
/ INSTAL!_ CATCH BASIN TYPE I 1 !{'ul % /lly eas�imenl PFppq
INSTALL CATCH BASIN TYPE I
0000_
SOLID COVER
�,-- ---' -I �1'2"PV' R'M =286.0 �Station) +ro(5'Rt) 1o112woter etors(rypical) RIM = 289,34 I. E.28: d4 1 Jt/lS -ft-1 Sever MOnnola 'ns S.E. =286,5 _V 2 °PVC 4 -#B ---
!n E 8` 283.42 (;NJ I 3 -1112 AWG USE I !f
o n• m I �. /.B. a" 283.32 (ouT> / I #8 BARE GROUND
4 I \�
SERVICE CABINET
i
Sanitary Sever Monho /e
Rtm = 285.83 1
-1.E. 8'oul = 282 75 'verify) ,_
'' 8" rn - 282.85 (subject to out /el)
j laJ•.
� I
WILSON &ASSOCIATES.
Consulting Engineers
'\NKN.jk 26621 S.E. 172nd St., Issaquah, WA 98027, -
Phone (206) 392 -8996
Na.
T
LEGEND
STA. 5+ 13.6
INSTALL C T
100
NOTE
SOLID COVE R
WATT S ODI UM VA POR "
RIM= 293.0
FLAT LENS
F_1-_ 2- CONDUCTOR NO.8AWG.
I, E. = 189.0
CONDUIT PVC SCHEDULE
40. ALL STREET
/nl
\ 81 -Off.J
',- sa /f 8 /ow Ofr A semb/
CROSSING PVC SCHEDULE
80 MINIMUM SIZE IY2 ".
0
J -II JUNCTION BOX
TYPICAL LIGHT BASE AND JUNCTION BOX
LOCATION
Ejj��-TYP. CONC. PAD R/W LINE.
-- - - - - -- - --
= SIDEWALK
TAPERED ALUM. POLE
�- .188 WALL ALLOY 6063 -TG
CURB
SATIN GROUND FINISH
1 A _
I W
-
HANDHOLE 4"16"
OPENING W/ COVER a 2'IOa'
I yr _
1 -
RDWY. IL
S.S. SCREWS. overhang
rd lug
-
le pole
I
CURB "
I. - - -- - - - - - - - _
- SIDEWALK
Trench locollon
-----'
R/W LINE
,
not to scale
TYPICAL STREET CROSS. .SECTION..
0000 0000 0000 0000... TYPICAL PLAN. VIEW
WILSON &ASSOCIATES.
Consulting Engineers
'\NKN.jk 26621 S.E. 172nd St., Issaquah, WA 98027, -
Phone (206) 392 -8996
Na.
T
STA. 5+ 13.6
INSTALL C T
TCH BASIN TYPE I
SOLID COVE R
RIM= 293.0
I, E. = 189.0
/nl
\ 81 -Off.J
',- sa /f 8 /ow Ofr A semb/
6
North,
J "= 20'(har)
/ " = 5' (verr. )
1
c
� a
x
0000 0000... a � 0000
ye 0000 �C� ✓��
�s /dNAL�EN�`��
�
Fla, /y8T CITY 0 RENTGb'N
DEPARTMENT O..fi- PUBLIC WORKS
STREET LIGHTING EXTENSION
17e7- CAMAS AVE. N.E.
(N.E. 13th PLACE)
DESIGNED-
DATE- _ F1 NO. ` i {
DRAWN
/21_tOCAYSG I I CHECKED SCAL1- �s�n eoorc-- Pnct__ -
�sPib1 /1.LlSICILE_G5161N 7 ���///,,, F
REVISION I BY IAPPR DATE APPROVED- '� /' SHEET - 0011 -OF_
MAS 23.5 +130 rlm
GENERAL NOTES
i. All work shall be in accordance with the City of Renton
Standard Specifications and these plans.
2. The locations of features shown are approximate and
shall be verified in the field by the contractor as
necessary.
3. Install all street lighting materials shown on the
plans, except as noted. All materials shall be new and
of the best available grade or quality, except as noted.
A. The contractor shall submit a request to the City of
Renton for materials approval at the earliest possible
date.
5. All work shall be consistent with utility agency
requirements. The contractor shall contact all
pertinent utility agencies 48 hours before commencing
work, and shall coordinate the work with the utilities
throughout the project.
6. The contractor shall be responsible for any damage to
existing utilities. The contractor shall notify the
affected utility company and the City immediately upon'
damage.
7. The contractor shall notify the City of Renton Traffic
Engineering Division 1235 -26201 for inspection purposes,
24 hours before commencing work. No work shall be
covered until it has been examined by the engineer.
3
3544B
5 .
CONTRACTOR CABINET rEXIST1116
SI'A 2.50
.I• O
.I, II j
•I• Q
• I•
I I.
9 I.
CONSTRUCTION NOTES I I•
CONTRACTOR SHALL INSTALL LUMINAIRE I•
LUM *
LOCATION
25'
MTG /HT
Y '
WT. /V.
COMMENTS
-2 NO.8 USE -XLP
I NO.8 BARE,STRANDED
CAMAS AV NE
Q3
2 NO.8 USE -XLP
81
1001240
EXISTING
34858
5.19 8R
A-I
25'
Fog APPROVAL
BLAINE AVE. NE. & NE. 13th STREET
-y�
,z Y. �2 ryrol
CAMAS AV NE
•
8•
':
35458
y
,JI
A-1
25'
LLI
Lid
CAMAS AV NE
8•
100/240
EXISTING
34878
2+ 54 23R
A -I
25'
SCALE r•YO•
FIELD BOOK
lPECJ
34888
GAMAY AV NE
I +N 23R
A -I
25'
B'
V`J
EXISTING
CAMAS AV NE
5.04.4�T-3SE9 —� _
I[.•
1001240
EXISTING
rORA�
2+ 49 23L
A-!
25'
8•
35438
m
_}
of
3544B
5 .
CONTRACTOR CABINET rEXIST1116
SI'A 2.50
.I• O
.I, II j
•I• Q
• I•
I I.
9 I.
CONSTRUCTION NOTES I I•
CONTRACTOR SHALL INSTALL LUMINAIRE I•
LUM *
LOCATION
CIRUIT
MTG /HT
ARM /LEN.
WT. /V.
COMMENTS
-2 NO.8 USE -XLP
I NO.8 BARE,STRANDED
CAMAS AV NE
Q3
2 NO.8 USE -XLP
81
1001240
EXISTING
34858
5.19 8R
A-I
25'
Fog APPROVAL
BLAINE AVE. NE. & NE. 13th STREET
-y�
,z Y. �2 ryrol
CAMAS AV NE
8•
1001240
EXISTING
34868
3. 97 23L
A-1
25'
CAMAS AV NE
8•
100/240
EXISTING
34878
2+ 54 23R
A -I
25'
SCALE r•YO•
FIELD BOOK
lPECJ
34888
GAMAY AV NE
I +N 23R
A -I
25'
B'
100/240
EXISTING
CAMAS AV NE
1001240
EXISTING
3469B
2+ 49 23L
A-!
25'
8•
35438
A -I
25'
8'
100/240
NEW
35448
A -I
25'
8'
1001240
NEW
35458
A -/
25'
8'
1001240
NEW
NUMBERS 354JB, 35448, AND 35458 WITH
ALL APPURTANCES AS SHOWN. I I•
SPLICE INTO EXISTING CIRCUIT AT ✓ -BOX I I,
AT APPROX. STA 1.05, 23L, CAMAS AVE NE.
I• CONTRACTOR CABINET (EXISTING)
STA 2.50 CAMAS AV NE 23' RIGHT
TYPE Ill 120/240 GROUNDED NEUTRAL SERVICE
I• - CIRCUIT MAIN BRKR. BRANCH BRKR. CONTRACTOR d
/ AMPS AMPS AMPS
JUNCTION BOX TYPICAL \ —
I SEE DETAIL SHEET CS OFB. •�\ MAIN 60A /5A /240 30A r
I / N CONTROL 15A /I20
• NE. 13th . S TR E OA 1120
/
35438 y I'
l 9 33'00" W 125.964' N 3'78.5° s I z
W w .I•
FH STANDARD DAVIT POLE, IZE AS REQUIRED
SEE DETAIL SHEET CS O 8.
WIRING SCHEDULE —
rel
RUN
CONDUCTORS
CONDUIT
1
2 NO. 8, USE -XLP
1 I12 PVC SCH 40
-2 NO.8 USE -XLP
I NO.8 BARE,STRANDED
1 112 PVC SCH 40
Q3
2 NO.8 USE -XLP
11/2 PVC SCH 80
LEGEND
Ll1M /NAIRE 100 WATT
SODIUM VAPOR FLAT LENS, NEW
EXISTING LUMINAIRE
�, - - -� CONDUIT PVC SCHEDULE40. ALL STREET
CROSSINGS PVC SCHEDULE
80 11/2" SIZE MIN.
' T T . EXISTING CONDUIT
® i -tt JUNCTION BOX, TYPE I
® EXISTING CONTACTOR CABINET .
20'
�..
e Awl'
7
ae
TQ
•
. pJ�'� a* �'
���w
CITY OF RENTON
�^� e
TRA'FIC ENGINEERING DIV.. '• ? It`e
DEPARTMENT OF PUBLIC WORKS
t
APPROVED BYDbNAI
SWAN MEADOWS 2
,r•,1. {OCi�
EMG� NO
. -'�
STREET LIGHT PLAN
Fog APPROVAL
BLAINE AVE. NE. & NE. 13th STREET
-y�
,z Y. �2 ryrol
DESIGNED Mr
.DATE FEBRUARY 1989
_
F /LE NO.5e9-002 -861
_
DRAWN Mr
tom•
Cr -!q_j
�-..�d odd�hoyes
ce
Mr
7i9 -3r
CHECKED Mr
SCALE r•YO•
FIELD BOOK
N0.
c
REVS /ON
BY
APPR.
DA 7E
APPROVED G(•�
SHEET �7OF_3__
U
64 /0 2-