HomeMy WebLinkAboutzT-2952SetT
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TURN ARROW
A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M.
I
1 I �
NOTES` LEGEND CHANNELIZATION NOTES:
i I I I 1. ALL RELOCATED EXISTING SIGNS SHALL BE
I I MOUNTED TO NEW POSTS. - -i' SIGN RELOCATION LINE O
1 INSTALL CONTINUOUS DOUBLE YELLOW CENTER
z I 2. SEE DUVALL PROJECT PLAN H013.1 FOR SIGN IDENTIFICATION LINE LINE, PER CITY OF RENTON SD PLAN SP H001.
I ' I TYPICAL STRIPING ON DUVALL AVE. b EXISTING SIGN & POST ALL I L O S DT PLAN SP 0 002 LINE PER CITY OF RENTON
i I I 3. SEE DUVALL PROJECT PLAN H013.2 FOR F PROPOSED SIGN &POST
TYPICAL STRIPING ON 3 -LANE SIDE STREET. XX PROPOSED SIGN INSTALLATION NOTE O INSTALL LANE LINE, PER CITY OF RENTON SD
4. SEIr DUVALL PROJECT PLAN H013.3 FOR PLAN SP H002.
I TYPICAL STRIPING ON 2 -LANE SIDE STREET. 0 SIGN RELOCATION NOTE
r OINSTALL WHITE PAINTED WIDE LINE, PER WSDOT
' I I L X -) SIGN REMOVAL NOTE STD PLAN M- 20.10 -00.
r I 5. SEE DUVALL PROJECT PLAN H013.4 FOR
I W r I TYPICAL STOP BAR STRIPING. OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
I U I
� g I P 6. EDGE OF SIGN SHALL BE AT LEAST 24" FROM CITY OF RENTON SD PLAN SP H001.
EL I FACE OF CURB. O6 INSTALL PLASTIC TWO -WAY LEFT TURN TRAFFIC
I - � C STA 11 +25.9 ARROWS, PER CITY OF RENTON STD PLAN SP
� f` 1A 7. GROUND /SIDEWALK CLEARANCE FROM BOTTOM H006 AND H008.
I� o STRIPI NG OF SIGN SHALL BE AT LEAST 7' -0 ". I O7 INSTALL TYPE 2L OR 2R PLASTIC TURN ARROWS,
L V"E7ND
I PER CITY OF RENTON STD PLAN SP H002 AND
H008.
I
OS INSTALL WHITE. PAINTED BICYCLE LANE SYMBOL
AND TRAFFIC ARROW PER CITY OF RENTON STD
PLAN SP H009.2.
INSTALL 18" STOP LINE, PER CITY OF RENTON
i STD PLAN SP H008.
, $ T ,yam' • I
8 B ST 179+ 4.4 I } I t; a ; ;; I C•; I 11 INSTALL PLASTIC WIDE LINE PER WSDOT STD
BIKE SYM804 c;tiT _ I 1 I F`: ;•y I PLAN M- 20.10 -00.
E
STOR 1.02 I I 12 INSTALL RAISED PAVEMENT MARKER DOUBLE
C STA 10 +51.0 fia I .
R SE }.07TH Pl 1.03 STOP BAR: I '`" G; YELLOW ISLAND W /CROSSHATCHING PER CITY OF
RENTON STD PLAN SP H008 SUBSTITUTING
dUVAL 11
AVE NE .04 BEGIN STRIPING i;`:., ;.;.;,; • ,::
RAISED PAVEMENT MARKER SPACING FOR PAINT
i LINE.
4 I C STA 10 +51.0
1.b (711 1 I + 1 1.11 15 INSTALL WHITE SKIP BIKE LANE LINE.
3 -7 1. z 12.0 LT I I I �ij I PER DUVALL PROJECT PLAN H013.5
\ 14 -4 117' 1.05 M2 -; I BEGIN STRIPING
2-
M1 -601
f- O
B STA 179 +31.5 15 1.01
END TAPER R7 -9 t
BEGIN PROJECT B STA .8
S 178+46.5 ; 1 BEGIN END ND ST STRIPII
179 +00
' R -50' .
n Q I
I 1.08 1.12 SE 107TH ST I .
C -UNE I W a 1.13 DEAD END N
- =- -- - - - -1- -- -� N,-= -� -- e --
E- Q
rA 179 +72.1 ' B STA 180 +70.5 1n ' C j
STRIPING BEGIN STRIPING 1 4) m
8 -UNE ' B STA 180 +51.6 B STA 181 +02.0 8 6 STA 182 +00.0 i W
BEGIN STRIPING END BEGIN STRIPING BIKE SYMBOL 3 I Z
180+00 .;; •.•:.;.•.•...•.•.•.,,...,.,.... _,.
- -I-- -� - -i i ,•: - ..181 +00F - - - - - -- `a - - -- '182 +00 + - - - - -- - - -- 1 -�-I �b - -I
DUVALL AVE: NE ..S,..•.::.•.:•:- ............° ..,,..... ...............,. ......:,,.......,........1¢
STA GIN STRIPING STA .182 +14.0
END BEGIN STRIPING 5 6 CENTER IN LANE '
B STA 180 +94.5 8 4 TWLT 'ARROWS .... �}I \,� -I-J
12 BIKE SYMBOL O
- - - - -- T
- -r - - - "174 BSTA 178 +46.0 B STA 179 +31.5 B STA 179 +84.7 BEGIN STRIPING I „ BEGIN STRIPING STOP BAR 10 , 1 1.15) R2 -1 B STA 183+01.0 I END STRIPING 8 4a
G 1.16�D11 -1 BIKE SYMBOL �L U '� -;1 O in/ B S11 178+86.0
O /j1ii7(I. END (STRIPING TURN ARROW i` ';'• I --
�l, r B ST 178 +74.4 7 t:C I ii I I L J7
CENTER IN LANE
TURN ARROW {, +
20 0 20 40
scale feet
F ,`' " "' "` "• 333019TH AVENUE SOUTH
CALL 48 HOURS. m FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER ARAM 98003 -2600
1- 800 - 424 -5555 ° " e ' " E ° ' " VOICE: (206)431 -2300
pis zms 4, zGar -t King County FAX: (206)431 -2250 NO.
Last Sa,ed an Ou M 107078 Ot 70•JSAN by AanaPiaaa
RN- a l 1LtlfIFAP Mr- 04- 0711C4071dFyr1! %p/0%dFg � • !
ARM
�JSG
REVISION BY DATE APPR PPPO jsG
r INRaOMI�l•1M- 1 761
01C 1N0M DATUM
F Itlf l7[
SU' AL ICMMW,Y
KEY PLAN
•y CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
UNTON RECONSTRUCTION
,n •ng /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
proved For Constru5 -rr CHANNELIZATION PLAN CH 1
,ert M. Hanson P _ / n„ t,. SHEET 1
I
N _ Z A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M. CHANNELIZATION NOTES:
p
U O3 INSTALL. LANE LINE, PER CITY OF RENTON STD
PLAN SP H002.
B STA 185 +44.4 I I ;:�•: c,�; ::�
r t` I 45.3 LT , I j��� �,= _.�,,'S`:
Z 2.03 DEAD END I I OINSTALL WHITE PAINTED WIDE LINE, PER WSDOT
I o .y
alb N�' 18TH CIRCLE 2.04 I� �' i i STD PLAN M- 20.10 -00.
\` I U f OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
r�•'.: \�1v= `- y "��= "'- 'bl7V'ALL AVE. NE 2.05 �
STOP 2.02 U I r �l ';
YIit ) F I CITY OF RENTON STD PLAN SP H001.
B STA 185 +09.0 I CID INSTALL PLASTIC TWO -WAY LEFT TURN TRAFFIC
END STRIPING ARROWS, PER CITY OF RENTON STD PLAN SP
..,
Z - - - -� - H006 AND H008.
.1 .. :. • :: ...a':. .' ra
• OINSTALL WHITE PAINTED BICYCLE LANE SYMBOL
p -f ------ -- --- -- �- STOP BAR r p AND TRAFFIC ARROW PER CITY OF RENTON STD
45.3 LT 10 rn PLAN SP H009.2.
+ B STA .183 +33.4 8 8 B STA 184 +80.8 I 4 B STA 187 +05.4 8 ( ti
00I BIKE SYMBOL BIKE SYMBOL / BIKE SYMBOL o0 O
CO ..4 .. .... .... ..... ... .
10 INSTALL 18" STOP LINE, PER CITY OF RENTON
B STA 185 +79.0 B STA 186 +72.9 STD PLAN SP H008.
Q B -LINE DUVALL AVE NE BEGIN STRIPING 5
T END STRIPING
'184+00' 1 , 1 •• T. i t•••• ... i i •• I l i i • ••• t T T i i i t i i
T i T i .... i i, :.... t T t T .... i .... t i T i .... t t t i .... I T t .... i i i i ..... B STA 187 +53.9 " Z
w .....�....... ,
Z B STA 184 +43.0 B STA 184 +76.0 6 3 6 B STA 186 +28.3 ,BEGIN STRIPING
(BEGIN STRIPING .... .. , ,CENTER IN LANE . , , , . , . CENTER IN LANE , , , , ,
J
�Z
21 4 B STA 183 +61.0 TWLT ARROWS 4 TWLT ARROWS • • STOP BAR
{ END STRIPING STOP BAR 10 to - , 48.3 RT 10 IQ
I V I 53.9 RT
I 4 a rP I
- -- i - E - - -- - - - - - - - - - - j� / 20
-- -- - - - - -
00 R7 -9 I l
'- 2.10 6 B STA 185+97.11 DUVALL AVE NE 2.17 t W
�\ W R7 -9 2'12 ,BIKE SYMBOL NE 18TH ST 2.18 W
ROW Z I �� D11 -1 I� 2.19 2.14 2.15
I 2.08 STOP I I , I STOP D3 -1 D3 -1 I
2 07 1'� I I i DEAD END 2.16 8 STA 187 +71.0 I
DEAD END l� 209 NE 18TH PL B STA 184 +70.4 I I� 8 BIKE SYMBOL
' BIKE SYMBOL 8 00
` ° I. I B STA 187 +12.5 '
48.3 RT W.
Z
i 8
B STA 184+01.6
54.0' RT
i
NOTES: LEGEND
1. ALL RELOCATED EXISTING SIGNS SHALL BE - SIGN RELOCATION LINE
MOUNTED TO NEW POSTS.
In SIGN IDENTIFICATION LINE
2. SEE DUVALL PROJECT PLAN H013.1 FOR
TYPICAL STRIPING ON DUVALL AVE. b EXISTING SIGN & POST
3. SEE DUVALL PROJECT PLAN H013.2 FOR M PROPOSED SIGN & POST
TYPICAL STRIPING ON 3 -LANE SIDE STREET. XX PROPOSED .SIGN INSTALLATION NOTE
4. SEE DUVALL PROJECT PLAN H013.3 FOR SIGN RELOCATION NOTE
TYPICAL STRIPING ON 2 -LANE SIDE STREET. Fxl ,\
5. SEE DUVALL PROJECT PLAN H013.4 FOR L _x ; SIGN REMOVAL NOTE
TYPICAL STOP BAR STRIPING.
N �l
6. EDGE OF SIGN SHALL BE AT LEAST 24" FROM �r- -?•
FACE OF CURB. ff
c
i�IIT21 �
7. GROUND /SIDEWALK CLEARANCE FROM BOTTOM Hj
OF SIGN SHALL BE AT LEAST 7' -0 ". 1'
20 0 20 40
' S scale feet j ?l
s KC MAP NO. 316-12 KEY PLAN
. 7 CITY OF DUVALL AVE NE /.COAL CREEK PARKWAY SE' 3/21/08
I v 33301 9TH AVENUE SOUTH wa •!
CALL 48 HOURS O FEDERAL WAY, WASHINGTON NAS .0 P
_ RENTON RECONSTRUCTION
BEFORE YOU DIG BERGER /ABAM 98003 -2600 ARM ate,, Plan ' g /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
EN01 NEERB , Nc. DATUM
1- 800 - 424 -5555 volcE: 206 31 -2300 asa t t' CHANNELIZATION PLAN CH2
8-21-411-800-424-5555 ( hl �-- -� proved or Constructi n
! EWM XtE4. King County 9ti ; FAX: (206)'131 -2250
N0. REVISION 81' DATE APPR �^�•�,c�,menr aticr,
JSC Robert M. Hanson P.E. Date SHEET 12063
tort s°wM m mu A(r 202X8 & M. -MA.V ayAnnok- 'Fa /Nome• a l2axlrwwr- or- aJZlcaael isli2o_er/eam,y s�,z • i _
CD
UI
N
r
9
SW 1/4, SEC.3, T.23N, R.5E, W.M.
H STA 8 +46.5 f STA 8 +46.5
` 6.0 RT 4.9 LT� YI
- - - - - END STRIPING �N
STRIPING
RIPING
I I I I H -LINE -
I _H STA 8 +53.4
I _ _ CENTER IN LANE
TURN ARROW i
a10 5 S T.0 BAR I " +' l _ I H STA 9 +28.1
LT
Io CENTER IN LANE
12 " I TURN ARROW I.
ST 3.04 B STA 191 +23.6 8 `
NW 1/4, SEC.3, T.23N, RZE, W.M.
= BIKE SYMBOL
F-1, w7o DECK I I STOP J. 05 - i I AND TRAFFIC ARROW PER CITY OF RENTON STD
` B STA 190 +05.4 - I PLAN SP H009.2.
28.00 LT 11' -6' 6'- 11 I G - --- - - - - --
0 D11 -1
01 R2 -1 R7 -9 3,03
-- I- - - - - -- - - - - --
n (3 1 4 8 B STA 189 +88.0
f u BIKE SYMBOL
1 I .. .... ... .... .... .
r B STA GIN,ST.4
END BEGIN STRIPING DUVALL AVE. NE
Cj1d,�,�••,, ,rrlrvrr,r 89+06,
9d+�Ob
-'I -- -- - --I- -- - _- I"'-- -- --
rrr....,,rr .. i :. r :,
W B STA 189 +55.4
Z 5 BEGIN STRIPING
21 .... 4
FU- �
Q �
�. .d..
I
it
B
BIk
i I IflI I
1
I
I
( I
1 I
I I
1
I I
CALL 48 HOURS
fQNG,,I BEFORE YOU DIG BERGER /,
3•a� -eel - 800 -424 -5555 E N G I N E E I
z�4•� -I King County
last Smell m,Om Al-V 2M d 1&" by Aw .kl Fde Nm O.' 12"IFAPHT- OI -OJ2I =I dwX I12LOIlUd$q S&,r I
FF
T � W
H STA 9 +48.3\NGIN STA 9 +48.3
5.6' RT BEGIN STRIPING STRIPING
189 +84.9 ( 7 B STA 190 +S
TURN ARROW
END STRIPING
�..
CHANNELIZATION NOTES:
I.O1
1
INSTALL CONTINUOUS DOUBLE YELLOW CENTER
.
5 ( Z
LINE, PER CITY OF RENTON STD PLAN SP H001.
I
O2INSTALL
APPROACH LINE PER CITY OF RENTON
NOTES:
B STA 191 +16.2
STD PLAN SP H002.
F\'
3
O
INSTALL LANE LINE, PER CITY OF RENTON STD
MOUNTED TO NEW POSTS.
- - - - - -
I
PLAN SP H002.
i
4
0INSTALL
WHITE PAINTED WIDE LINE, PER WSDOT
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
STD PLAN M- 20.10 -00,
�_TAPER
-------- --- ------
I
O5
INSTALL TWO -WAY LEFT TURN LANE LINE, PER
SIGN RELOCATION LINE
f
CITY OF RENTON STD PLAN SP H001.
I
I
O7
INSTALL TYPE 2L OR 2R PLASTIC TURN ARROWS,
PER CITY OF RENTON STD PLAN SP H002 AND
--M SIGN IDENTIFICATION LINE
f
H008.
OINSTALL
WHITE PAINTED BICYCLE LANE SYMBOL
= BIKE SYMBOL
F-1, w7o DECK I I STOP J. 05 - i I AND TRAFFIC ARROW PER CITY OF RENTON STD
` B STA 190 +05.4 - I PLAN SP H009.2.
28.00 LT 11' -6' 6'- 11 I G - --- - - - - --
0 D11 -1
01 R2 -1 R7 -9 3,03
-- I- - - - - -- - - - - --
n (3 1 4 8 B STA 189 +88.0
f u BIKE SYMBOL
1 I .. .... ... .... .... .
r B STA GIN,ST.4
END BEGIN STRIPING DUVALL AVE. NE
Cj1d,�,�••,, ,rrlrvrr,r 89+06,
9d+�Ob
-'I -- -- - --I- -- - _- I"'-- -- --
rrr....,,rr .. i :. r :,
W B STA 189 +55.4
Z 5 BEGIN STRIPING
21 .... 4
FU- �
Q �
�. .d..
I
it
B
BIk
i I IflI I
1
I
I
( I
1 I
I I
1
I I
CALL 48 HOURS
fQNG,,I BEFORE YOU DIG BERGER /,
3•a� -eel - 800 -424 -5555 E N G I N E E I
z�4•� -I King County
last Smell m,Om Al-V 2M d 1&" by Aw .kl Fde Nm O.' 12"IFAPHT- OI -OJ2I =I dwX I12LOIlUd$q S&,r I
FF
T � W
H STA 9 +48.3\NGIN STA 9 +48.3
5.6' RT BEGIN STRIPING STRIPING
189 +84.9 ( 7 B STA 190 +S
TURN ARROW
END STRIPING
�..
: ?
W
1
10 PER CITY OF RENTON
O
-.._ ._ ...
5 ( Z
STD PLANBSP HOO8.INE,
NOTES:
B STA 191 +16.2
I =
U
1. ALL RELOCATED EXISTING SIGNS SHALL BE
CENTER IN LANE
MOUNTED TO NEW POSTS.
- - - - - -
I
LEGEND
i
TURN ARROW
� - - - - - -
MERGE
LEFT 3 70 3.12 R2 -1
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
�_TAPER
-------- --- ------
---- --
7 H STA 11 +52.8 .1
SIGN RELOCATION LINE
f
al
TURN ARROW H STA 11 +84.0 -
5:6 RT "
--M SIGN IDENTIFICATION LINE
f
END STRIPING
BEGIN TAPER
I
b EXISTING SIGN & POST
r....4.
....
....
N
F PROPOSED SIGN & POST
2
B STA 191 +45.3
-
XX PROPOSED SIGN INSTALLATION NOTE
' ` ` `
END STRIPING
. ' ' '
Q
91' +'Ob
_ -_ -_-
Q SIGN RELOCATION NOTE
Co
iX)
"'.' :
"'r "� " "','rI "'.r
- - -' SIGN REMOVAL NOTE
B STA 191 +95.3
: ?
W
1 END BEGIN STRIPING
. rn
5 ( Z
NOTES:
B STA 191 +19.0 8 4
0 BIKE SYMBOL
I =
U
1. ALL RELOCATED EXISTING SIGNS SHALL BE
MOUNTED TO NEW POSTS.
H STA 11 +59.4
2. SEE DUVALL PROJECT PLAN H013.1 FOR
� - - - - - -
MERGE
LEFT 3 70 3.12 R2 -1
I i
I i
- -
TYPICAL STRIPING ON DUVALL AVE:
3. SEE DUVALL PROJECT PLAN H013.2 FOR
89 +88.0 1 •` - ' I I TYPICAL. STRIPING ON 3 -LANE SIDE STREET.
dBOL � I� STA 10 +50.fi'J - B STA 190 +95.3 3.11, D14 =t�A I I
6.0 RT .6' 6'. 11' \ 28.00' RTC: -s- 4. SEE DUVALL PROJECT PLAN H013.3 FOR
BEGIN STRIPING �,;•;, ;� s�;:: >1; I
BEGIN STRIPING I I TYPICAL STRIPING ON 2 -LANE SIDE STREET.
DUVALL A E 314 !
H STA 10 +50:6::, ' "1., NE 20TH PL PRIVA E 315 i I 5. SEE DUVALL PROJECT PLAN H013.4 FOR
6 LT 3.08 NE 19TH ST I TYPICAL STOP BAR STRIPING.
H STA 10 +70.8
C0� 7 I BEGIN STf�•IP�NG 3.09 STOP , !
CENTER IN LANE - I O W Q I 6. EDGE OF SIGN SHALL BE AT
RIGHT LANE TURN ARROW p- - I 3.16 DUVALL N U LEAST 24" FROM FACE OF .
MUST TURN _ �, 4.; W. a I CURB.
RIGHT H STA 10 +89.4 �� r ti•' Z [L�. ! I l
17.0' RT I
BEGIN TAPER i ^ I : Tilt I ---- - - ---- -" I I 7. GROUND/SIDEWALK ! \
CLEARANCE FROM BOTTOM
H STA 10 +84.3
- , - I OF SIGN SHALL BE LEAST
H STA 10 +84.9 7' -0 ".
6.0 RT ' :I
: ?
ANGLE POINT
BEGIN TAPER I -
. rn
l
H STA 11 +59.4
1 '
-
�_TAPER
-------- --- ------
---- --
7 H STA 11 +52.8 .1
CENTER IN LANE -
TURN ARROW H STA 11 +84.0 -
5:6 RT "
END STRIPING
BEGIN TAPER
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
98003 -2600
VOICE: (206)431 -2300
FAX: (206)431 -2250 N0.
s, CITY OF
"� R RENTON
00. ARM wrz.o DATUM P ng/Building /Public Works Dept.
pproved For Constructio"
REVISION BY' DATE APPR 'r"E'^°141' 3 /�l�a
JSG nh-h U W PT_ Ma-
N -01A
I
I 1I[ID:
t�t2 �i7
20 0 20 40 U
i
-. --'
scale feet KEY PLAN
DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
RECONSTRUCTION "°'E°°"'
okc
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
CHANNELIZATION PLAN CH3
SHEET 3 , „'l -
o z
_ (j )B STA 194 +24.0
U BIKE SYMBOL
cm '
N
D11 -1 4.01 4.03
I -a - -a ❑R2 -1 4.02 , �_-0 o BUos
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
-- CROSSWALK _ -- _ "NE 21ST ST"
"DUVALL AVE'
R1 -5a
I B STA 192 +81.0 4 7 B STA 194 +45.7 10 B ST 194 +66.5
CENTER IN LANE CENTER IN LANE STOP BAR
TWLT'ARIRbWS 1lIRN' ARROW E STRIPING' '
B STA 193 +66.5 B STA 194 +16.5
rn 3 / ( 2)� 10 B STA 194 +80.7
�- END BEGIN STRIPING BEGIN STRIPING STOP BAR ,
8 B STA 193 +13.0 END STRIPING
Cl) BIKE SYMBOL
Z- - - - - _
J 4,15
2 -- - -- - - - -U - - - -- R1 -5a -7 U
i
I CHANNELIZATION NOTES:
-tip _.. >�,,�_�, � k I 1
Ot INSTALL CONTINUOUS DOUBLE YELLOW CENTER
PROTECT
4.07 OUR AQUIFER LINE, PER CITY OF RENTON STD PLAN SP H001.
� I � I
"CROSSWALK "0.1] s`'
4.08 R7 -9 - -t- - L - i O INSTALL APPROACH LINE PER CITY OF RENTON
TD PLAN SP H002.
M INSTALL LANE LINE, PER CITY OF RENTON STD
DUVALL AVE'. NE
1 B STA 195 +65
10 STOP BAS
=995 +00 BEGIN STRIPING
B ST 195+05.2 9
55.5 RT BEGIN'
O CROSSWALK
B STA 195 +66.
BEGIN STRIPING
ISTOP 3AR 10
67.5 RT
PLAN SP H002.
04 INSTALL WHITE PAINTED WIDE LINE, PER WSDOT
B STA 195 +84.7 B STA 197 +24.0 I STD PLAN M- 20.10 -00.
CENTER IN LANE O $ BIKE SYMBOL OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
• " '2 TUkN 'ARROW" • ' \�D B STA 196 +14.0 B STA 196 +64.0 END STRIPING ND STRIPING CITY OF RENTON STD PLAN SP H001.
_' �_9-E� Io TWO-WAY LEFT TURN
RENTON STD PLAN SP
PER CITY
-1�-
:. :::::.. .. ..................3 . ;
H006 AND H008. 5
ti..
PED SYMBOL
0) 07 INSTALL TYPE 2L OR 2R PLASTIC TURN ARROWS,
I� PER CITY OF RENTON STD PLAN SP H002 AND
�-�t-J�BIKE B STA 195 +84.0 6 4 I H008.
SYMBOL
m O TINSTALL WHITE PAINTED BICYCLE LANE SYMBOL
LU
W PER CITY OF RENTON STD
>�... a .. . .....•: ; .. PLAN SPFHI 0 009.2R
- - - -I-
_ 0 O9 INSTALL 18" STOP LINE, .PER CITY OF RENTON
- - - -- 0' I= STD P A S
=x 33301 9TH AVENUE SOUTH
izoe CALL 48 HOURS`„ FEDERAL WAY, WASHINGTON
BEFORE YOU DIG
- a�• BR GEN R /E AC AIM 95003 -2600
o61- 800 - 424 -5555 i -14" . c. VOICE: (2p6
)131 -2300
_
Cast So,M an muu 207008 of /kSOAV by Mnohoav Fa N e• R• 1100fIFAPq T- 0P- 0i1IG100IoMgsI177_p/OAdwg Salve• /
KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE w�3/21/08
NAS '�' RENTON RECONSTRUCTION
ARM ^„..._„_ DATUM Plan ing /Building /Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS , „P
a�sc *� proved For Construction CHANNELIZATION PLAN, CH4
F Ipl RE MM
NO. REVISION BY - DATE APPR "P1°' e'sc '„"""O1 r ert M. Hanson P.E. Dawn SHEET 4 °„ , �� i az
4.10 I
R7 -9
B STA 194 +80.7
28.0' RT
4.17
U
h
L N P H008.
4.09
4
i
D�1 "2018 2024 2030 PRIVATE DRIVE" i
END STRIPING
- -.. I
Il
II
II III
�•'
'BUS STOP
�
I Q
'S INSTALL PLASTIC WIDE LINE PER WSDOT STD
PLAN M= 20.10 =00.
I
I
"DUVALL
� �
SPEED 25 MPH 4.13
B STA 195 +40.4
�
I
I
4.091
133 -1 AVE"
-52.2
9
,�`,.•;
B STA 194 +85.5 I_I
- I -
�IJ
I 4.16 RT END
32.0 RT END
¢, 7' 11•
1
I` =:' R1 -5a CROSSWALK
i
CROSSWALK
J STA 10 +67.3
-
4.0 RT
- J STA 4 d +67.3
I
BEGIN STRIPING I
} I 7.0 RT
7
,ST :]0 +88.3
* 1 ^ BEGIN STf�IPING
2 r .
CENTER IN LANE
T J ST 10+88.3
TURN \ARROW I
I 7
I
1
�-- - - -- ~;- \----- ---
1
- F CENTER IN LANE
- 1 - Gq H I O
i
I
-- - - --J
'
' Lu
�
i
I
J STA 11.33.4
-
'_ Z
I
CENTER IN LANE
J STA 11 +33.4
I
I '
TURD' ARROW
-
- CENTER W LANE 7
TURN ARROW
i
i
I
STA11+43_//
I
J
4.0 RT
J STA 11 +43
END STRIPING
7.0 LT
J -LINE
END STRIPING
NOTES:
LEGEND
1.
ALL RELOCATED EXISTING SIGNS SHALL BE
- -p SIGN RELOCATION LINE
MOUNTED TO NEW POSTS.
- -�' SIGN IDENTIFICATION LINE
J
2.
SEE DUVALL PROJECT PLAN H013.1 FOR
TYPICAL STRIPING ON DUVALL AVE.
h EXISTING SIGN &POST
�� - --
3.
SEE DUVALL PROJECT PLAN H013.2 FOR
In PROPOSED SIGN & POST
-IJ
TYPICAL STRIPING 3 -LANE SIDE STREET.
FOR
LANE DIMENSIONS FOR STRIPPING ON 21ST
XX PROPOSED SIGN INSTALLATION NOTE
�
N _� T
� �-
STREET ARE ACCURATE ON CONTRACT PLANS.
Fa 3�
Q SIGN RELOCATION NOTE
4.
SEE DUVALL PROJECT PLAN H013.3 FOR
TYPICAL STRIPING ON 2 -LANE SIDE STREET.
i X i SIGN REMOVAL NOTEm
- - -�
5.
SEE DUVALL PROJECT PLAN H013.4 FOR
TYPICAL STOP BAR STRIPING.
_ ( ��
6.
EDGE OF SIGN SHALL BE AT LEAST 24" FROM
T -��-'
FACE OF CURB.
�
7.
GROUND /SIDEWALK CLEARANCE FROM BOTTOM
20
0 20 40
II-- -y
OF SIGN SHALL BE AT LEAST 7'-0 ".
Ivy "�
scale
feet
i� 1
=x 33301 9TH AVENUE SOUTH
izoe CALL 48 HOURS`„ FEDERAL WAY, WASHINGTON
BEFORE YOU DIG
- a�• BR GEN R /E AC AIM 95003 -2600
o61- 800 - 424 -5555 i -14" . c. VOICE: (2p6
)131 -2300
_
Cast So,M an muu 207008 of /kSOAV by Mnohoav Fa N e• R• 1100fIFAPq T- 0P- 0i1IG100IoMgsI177_p/OAdwg Salve• /
KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE w�3/21/08
NAS '�' RENTON RECONSTRUCTION
ARM ^„..._„_ DATUM Plan ing /Building /Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS , „P
a�sc *� proved For Construction CHANNELIZATION PLAN, CH4
F Ipl RE MM
NO. REVISION BY - DATE APPR "P1°' e'sc '„"""O1 r ert M. Hanson P.E. Dawn SHEET 4 °„ , �� i az
8 ( LO
2
U
A PORTION OF NW 1 /4, SEC.3, T.23N, R.5E, W.M.
K STA 08 +77.7 K STA 08 +77.7
5.7 RT 6.0 LT
END STRIPING END STRIPING CHANNELIZATION NOTES:
K STA 08 +84.0 K STA 08 +84.0
I 1- - - --
7 I ,
1 CENTER IN LADE CENTER IN LANE 7
' TURN ARROW I j;, I O1 INSTALL CONTINUOUS DOUBLE YELLOW CENTER
TURN ARROW �_
LINE, PER CITY OF RENTON STD PLAN SP H001..
I BUS STO 5.05 I ,K STA 09 +32.?!; INSTALL APPROACH LINE PER CITY OF RENTON
CENTER IN LAN1r`,., O TURN ARROW STD PLAN SP 1002.
I `"': 4W : !=fir:• I
K STA 9 +5 - +
' 5.7 R 2 W I
i = ( OINSTALL LANE LINE, PER CITY OF RENTON STD
BEGIN STRIPING ��- , I 5.13 NE 23RD ST I PLAN SP H002:
STOP BAR I W- I K TA 09+32.4 i1;i;.1� 138TH AVE SE
W - - ,
x\47.6 LT I W �- - CE TER IN LANE INSTALL WHITE PAINTED WIDE LINE, PER WSDOT
t; • . D3 -1 Z �. ' TU� N ARROW :/ : ;I I STD PLAN . M- 20.10 -00.
B STA 199 +23.1 _
8 BIKE SYMBOLS 5.06 - /': - 15.16 35 MPH
I D3 -1 I y ,,.,,,,; 1, I 5O INSTALL TWO -WAY LEFT TURN LANE LINE, PER
r
- i1� CITY OF RENTON STD PLAN SP H001.
BUS STOP 5.02 5.07 11' -6' 6' 11'
STOP 5.09 _o _ 1r- 5.17 R7 -9 OINSTALL PLASTIC TWO -WAY LEFT TURN TRAFFIC
_ B STA 200 +40.7 I
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = _ C 08 - +, BIKE SYMBOL 8 o ARROWS, PER CITY OF RENTON STD PLAN SP
4 DUVALL AVE NE - - - - - - H006 AND H008.
INSTALL TYPE 2L OR 2R PLASTIC TURN ARROWS,
•a .
r-
7
Q I -K -LINE 4 Q PER CITY OF RENTON STD PLAN SP H002 AND
(j O PROTECT I K STA 99 ±53 �... H008.
OUR AQUIFER 6.0 LT
m 4 / v _ B STA 199 +41.0 ' BEGIN STRIPING B STA 200 +25.0 1 3 Op O8 INSTALL WHITE PAINTED BICYCLE LANE SYMBOL
W Cow- END STRIPING BEGIN STRIPING 4 W AND TRAFFIC ARROW PER CITY OF RENTON STD
.... .... PLAN SP H009.2.
Z I B STA 197 +58.0 6 B STA 198 +52.0 1 B STA 199 51.5 10 B STA 200 +12.9 B STA 200 +59.0 B STA 201 +49.4 1 I Z
TWLT ARROWS END BEGIN STRIPING STOP BAR BEGIN STRIPING END BEGIN STRIPING END BEGIN STRIPING -J
= r s r
..... s r r r. - r r r r r r 1 r r r r s e r s r r r r s r, r 1 r r r r s r r END STRIPI G: •. •.,:.:.. c::..g:: .... s a s r r s s: r s s r s s s s s s r r r r „
I 10 INSTALL 18" STOP LINE, PER CITY OF RENTON
i9$+bb 19��bd 200t0(I 201100 U STD PLAN SP H008.
Q .. , , •...... 1 . • . • 4 •. :.. ° . INSTALL RAISED PAVEMENT MARKER DOUBLE :: B -LN R= 50.0��
B STA 199 +02.0 -- r
5 I2 YELLOW ISLAND W CROSSHATCHING PER CITY OF
5 BEGIN STRIPING 2 r12f RENTON STD PLAN SP H008 SUBSTITUTING
' 111 • • I RAISED PAVEMENT MARKER SPACING FOR PAINT
I DUVALL AVE NE h B STA 200 +47.3 B STA 201 +89.4 2 I LINE.
l / v END BEGIN STRIPING BEGIN STRIPING
•I
1
5.20 5.26 CJRVE SYMBOL T -
i 5.22 NE 23RD ST PRIVATE i
I' - - - -- - R--- - - - - -� 5.23 DUVALL AVE NE
5.24
B STA 200 +42.7 ' I
h` I BIKE SYMBOL
II ' B STA 198 +54.4 8 B STA 199 +31.5
BIKE SYMBOL 3.0 RT
TURN ARROW
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
/'"
CALL 48 HOURS f'
�aEOe � i FEDERAL WAY, WASHINGTON
BEFORE YOU.DIG BERGER/ABAM 98003 -2600
•a1 -* S1- 800 - 424 -5555 E N E 1 N E E g E , N c.. VOICE: (206)431 -2300
Ixna�s zr� a,. King County ,0 FAX: (206)431 -2250 NO.
Last Sa„N m 7ha A( 202078 at 1aJW byA,mahrw Re Name 0., I2R741FAWl- 6R- 021CAO ldV.112,T-OVo4CUy stn • i
NOTES:
1. ALL RELOCATED EXISTING SIGNS SHALL BE
MOUNTED TO NEW POSTS.
2. SEE DUVALL PROJECT PLAN H013.1 FOR
TYPICAL STRIPING ON DUVALL AVE.
3. SEE DUVALL PROJECT PLAN H013.2 FOR
TYPICAL STRIPING ON 3 -LANE SIDE STREET.
4. SEE DUVALL PROJECT PLAN H013.3 FOR
TYPICAL STRIPING ON 2 -LANE SIDE STREET.
5. SEE DUVALL PROJECT PLAN H013.4 FOR
TYPICAL STOP BAR STRIPING.
6. EDGE OF SIGN SHALL BE AT LEAST 24" FROM
FACE OF CURB.
7. GROUND /SIDEWALK CLEARANCE FROM BOTTOM
OF SIGN SHA -L BE AT LEAST 7' -0 ".
• ARM
REVISION I By I DATE I APPR I - JSG
LEGEND
- -¢
SIGN RELOCATION LINE
1� SIGN IDENTIFICATION LINE
I'
EXISTING SIGN & POST
F
PROPOSED SIGN & POST
XX
PROPOSED SIGN INSTALLATION NOTE
SIGN RELOCATION NOTE
'71
L- - -'
SIGN REMOVAL NOTE
NOAQONlN: !t•D IrN 1x91
v1P1 DATUM
a „vu w,c
s va'r me ucx
.cm„mwr
20 0 20 40 %U ,� ! i4� j
i
scale feet KEY PLAN
CITY OF DUVALUAVE NE / COAL CREEK PARKWAY SE "3/21/08
RENTON RECONSTRUCTION
9 /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
or constructi CHANNEL17ATION PLAN CH5
oP
.n P.E. nrtP SHEET5
1
0 L STA 08 +76.2
= Z 6.7 RT
L STA 08 +82.1 END STRIPING
�I I 6.3 RT
04 BEGIN TAPER
'- 1 L STA 08 +82.5
1 7 CENTER IN LANE
TURN ARROW Y
l 7 L STA 09 +22.0 I
CENTER IN LANE _ ,
10 L STA 09 +49.4 TURN ARROW = ;�
STOP BAR :
BEGIN STRIPING I = .Z
8 B STA 202 +13.6 1 - ' 11 - 6' 6' 11'
BIKE SYMBOL
STOP 6.01
1
I
1
I
I
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
TURN ARROW MATCH EXISTING
B STA 202 +93
159.0' LT
L STA 08 +75.3
5.6 LT
END STRIPING
I L STA 08 +81
6.0 LT
I BEGIN TAPER
W L STA 09 +22.0
K CENTER IN LANE 7
n TURN ARROW
I STOP BAR
BEGIN STRIPING
02 1 RESIDENTIAL PARKING
03 PARKING ORDINANCE
.I
CITY LIMITS 6.04
25 MPH 6.05
i
I
I
I
I
I
LEGEND
- --p
SIGN RELOCATION LINE
r`
SIGN IDENTIFICATION LINE
b
EXISTING SIGN & POST
F
PROPOSED SIGN & POST
XX
PROPOSED SIGN INSTALLATION NOTE'
0
SIGN RELOCATION NOTE
X 1
SIGN REMOVAL NOTE
�L-UNE ti. \�.\ • I B STA 205 +41.7 BEGIN STRIPINGV i �p
_ _ , 8 BIKE SYMBOL
' . B STA 203 +35.3 B STA 205 +51.0
N = B STA STRIPING .2 ING END BEGIN STRIPING \ \�
END STRIPING _ _ - 4 5 ,
1 B STA 203 +16.
b '°. STA 202 +39 4 10 BEGIN STRIPING
2
L 202 +00 STOP BAR
7 to
- -�_ END STRIPING ' 7 B STA 205 +29.9
t 20 12 CENTER IN LANE
-i , , COAL �-_00 d; • ., • TURN• ARROW
1
PARKWAY - _ 'r' '' R =50.0'
I ARKWAY SE _�.`� , f B STA 204-1 -21.9 ,
.0 R =50.0 _14+00 „ ND STRIPING 205+00
B -UNEI , B STA 204 +94.6 i
10 B TA S 205 +01.0 BEGIN STRIPINNG 1 i
_ B STA 204 +12.8 ' M STA 10 +42.9 STOP BAR .. i
- y END STRIPING 1.0 LT BEGIN STRIPING i
i
NE 24 BEGIN STRIPING
TH i �► \\
Sr 6.06
138TH AVE NE 6.07 I T \
DUVALL AyE NE 608 ~ STA 205+11.6 1W1 -8L 6.14 CHEVRON
B STA-- L -- - BIKE SYMBOL 8
B STA 202+19.9 I 6 BIKE SYMBOL - W'� \
CENTER IN LANE 7 i _ _ _ _ , 6.11 138 AVE SE COAL CREEK PKWYI \
TURN ARROW (/1�_� 6.12 SE 100 PL SE 100 ST i \
6.09 STOP
i
CHANNELIZATION NOTES:
O1 INSTALL CONTINUOUS DOUBLE YELLOW CENTER
LINE, PER CITY OF RENTON STD PLAN SP H001.
OINSTALL APPROACH LINE PER CITY OF RENTON
STD PLAN SP H002.
OINSTALL LANE LINE, PER CITY OF.RENTON STD
PLAN SP H002.
OINSTALL WHITE PAINTED WIDE LINE, PER WSDOT
STD PLAN M- 20.10 -00.
OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
CITY OF RENTON STD PLAN SP H001.
OINSTALL PLASTIC TWO -WAY LEFT TURN TRAFFIC
ARROWS, PER CITY OF RENTON STD PLAN SP
H006 AND H008.
� I tat
I U) I+
I'-
�
I II I
I M -LINE
I'
I 7O INSTALL TYPE 2L OR 213 PLASTIC TURN ARROWS, I �
i
PER CITY OF RENTON STD PLAN SP H002 AND i
H008. I
I OINSTALL WHITE PAINTED BICYCLE LANE SYMBOL I
AND TRAFFIC ARROW PER CITY OF RENTON STD i I
PLAN SP H009.2.
10 INSTALL 18" STOP LINE, PER CITY OF RENTON
STD PLAN SP H0.08.
12 INSTALL RAISED PAVEMENT MARKER DOUBLE
YELLOW ISLAND W /CROSSHATCHING PER CITY OF
RENTON STD PLAN SP H008 SUBSTITUTING
RAISED PAVEMENT MARKER SPACING FOR PAINT
LINE.
�eA KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
CALL 48 HOURS i FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER /ABAM 98003 -2600
- at -o81- 800 - 424 -5555 VOICE: (206 )431 -2300
E WM INE 4, zoos King County €kl 51"" FAX: (206)431 -2250 NO.
L- IS-a. n Yw202=d 1a.wavayA..1, , ra N e aIMNIFAP#r- of- iU2IrADDIdsp�V1s_aiasmy score• i
KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
a NAS PENTON RECONSTRUCTION "°°'°°"'
' ARM Plan n /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
.. DATUM pproved For Construction
3 CHANNELIZATION PLAN CH6
REVISION Bl' DATE APPR.m xJG1°"'m"'a'' SHEET 6 ��^
Jsc _ Robert M. Hanson P.E. Date 124 183
.FOP BAR
3.0 RT 10 `j
I j �'���� :, ? \I is
NOTES:
_'•.�
1.
RELOCATED SIGNS SHALL BE
- -- -_ -
-- -
- - -_-
�XISTING
MOUNTED TO NE POSTS.
M STA 10 +93.3
--1--
T
-ALL
2.
SEE DUVALL PROJECT PLAN H013.1 FOR
EN D STRIPING
EN
TYPICAL STRIPIN ON DUVALL AVE.
3.
SEE DUVALL PROJECT PLAN H013.2 FOR
TYPICAL STRIPIN ON 3 -LANE SIDE STREET.
4.
SEE DUVALL PROJECT PLAN H013.3 FOR
TYPICAL STRIPING ON 2 -LANE SIDE STREET.
5.
SEE DUVALL PROJECT PLAN H013.4 FOR
TYPICAL STOP BAR STRIPING.
6.
EDGE OF SIGN SHALL BE AT LEAST 24" FROM
FACE OF CURB.
7.
GROUND /SIDEWALK CLEARANCE FROM BOTTOM
OF SIGN SHALL BE AT LEAST 7' -0 ".
20 0 20 40
scale feet
KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
a NAS PENTON RECONSTRUCTION "°°'°°"'
' ARM Plan n /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
.. DATUM pproved For Construction
3 CHANNELIZATION PLAN CH6
REVISION Bl' DATE APPR.m xJG1°"'m"'a'' SHEET 6 ��^
Jsc _ Robert M. Hanson P.E. Date 124 183
0
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
U
I
N
A I
� 1
�p0 \ B STA 208 +41.5 \ \ BEGIN 40:1 TAPER -
x 8 B STA 210 +08.0 `
BIKE SYMBOL
O
N W2 -2 MOD - M
7.02 W13 -1 ±
Gj /, • W16 -8a 7.03 B �,TA 209+58.0 �-
m i _ 7.01 6 CENTER IN LANE J 1 Q
TWL'i ARROWS _ 1
cn
CD
Uj
LO z
�Q' • • , ,��f•_+ `_/ + . ' B -UNE , '2�a U0`__� -�'� 8 B STA 211 +08.5 1 =
:_4 BIKE SYMBOL' U
�\ �' ,,�• i i i....i i i... i, i - • '26046 .. i i r i Ati
7.04 �\e� 5 COA4 CREE
W1 -8
/ S3 -1 7.13
L7. O� W1 -8 7.14 A
\ / '
•' /1
B STA 207 +09.0 _� /,•
CENTER IN LANE 6 ` BEGIN 40:1 TAPER
CHEVRON' 7.11 7 95
TWLT ARROWS 7.09 W1 -8 6.0'TRT210 +08.0 W1_8 � CHEVRON/
1
8 B STA 208 +08.3 — `
BIKE SYMBOL _ 7.1:0] —
D3 -201 8�7.0�6 � — — CIiEVRON — — — — _ _. _ — 17,1E
W2 -2 MOD L7.O CHI
W13 -1 SPEED "35 MPH" 7.08
CHANNELIZATION NOTES:
3OINSTALL LANE LINE, PER CITY OF RENTON STD
PLAN SP H002.
OINSTALL WHITE PAINTED WIDE LINE, PER WSDOT
STD PLAN M- 20.10 -00.
OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
CITY OF RENTON STD PLAN SP H001.
OINSTALL PLASTIC TWO -WAY LEFT TURN TRAFFIC
ARROWS, PER CITY OF RENTON STD PLAN SP
H006 AND H008.
O8 INSTALL WHITE PAINTED BICYCLE LANE SYMBOL
AND TRAFFIC ARROW PER CITY OF RENTON STD
PLAN SP H009.2.
was, KC MAP NO. 316 -12
33301 9TH AVENUE SOUTH
CALL 48 HOURS �`` � FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM 98003 -2600
e s s i s e e s e, n 0. VOICE: (206)'131 -2300
041- 800 - 424 -5555
E%PIRES 7ME4,�D9 Kin Coon t? csz�s�� FAX: (206)431 -2250 NO. REVISION BY DATE APPR
tart.m"ew D h(wX ffla11aJ7ANbyAwak= M No al2WIFAP N7- N- at?IG4001dmy'IIZ- OI07dig sd• i
LEGEND
— —p
SIGN RELOCATION LINE
--i�
SIGN IDENTIFICATION LINE
p
EXISTING SIGN & POST
F
PROPOSED SIGN & POST
XX
PROPOSED SIGN INSTALLATION NOTE
SIGN RELOCATION NOTE
[-X-1
SIGN REMOVAL NOTE
NAS
owe ARM axr wa
DATUM
a� JSG . �, � �,
SOIL /CWPOMAY
'SG
NOTES:
1. ALL RELOCATED EXISTING SIGNS SHALL BE
MOUNTED TO NEW POSTS,
2. SEE DUVALL PROJECT PLAN H013.1.
FOR TYPICAL STRIPING. .
3. EDGE ON. SIGN SHALL BE AT LEAST
24" FROM.FACE OF CURB.
4. GROUND /SIDEWALK CLEARANCE FROM
BOTTOM OF SIGN SHALL BE AT LEAST
7' -0 ".
&-= CITY OF
AN RENTON
rog /Building /Public Works Dept.
20 0 20 40 ( 0 ll 1=11
scale feet KEY PLAN
DUVALL AVE NE /COAL CREEK PARKWAY SE �ry3/21/08
RECONSTRUCTION "a°°°°'°
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
CHANNELIZATION PLAN CH7
SHEET7
00
O
2
UI
N
T
BEGIN SKIP APPROACH LINE
CHANNELIZATION NOTES:
O3 INSTALL LANE LINE, PER CITY OF RENTON STD
PLAN SP H002.
O4 INSTALL WHITE PAINTED WIDE LINE, PER WSDOT
STD PLAN M- 20.10 -00. .
OINSTALL TWO -WAY LEFT TURN LANE LINE, PER
CITY OF RENTON STD PLAN SP H001.
OINSTALL WHITE PAINTED BICYCLE LANE SYMBOL
AND TRAFFIC ARROW PER CITY OF RENTON STD
PLAN SP H009.2.
S13 INSTALL CONTINUOUS SINGLE YELLOW CENTERLINE
PER CITY OF RENTON STD PLAN SP H001.
S14 INSTALL PAINTED YELLOW TYPE 'C' TRAFFIC CURB
PER CITY OF RENTON STD PLAN H007.
33301 9TH AVENUE SOUTH
iFEDERAL WAY, WASHINGTON
SERGER/ASAM 98003 -2600
E x o I x E E s$ I x c. VOICE: (206)431 -2300
-oe1- 800 - 424 -5555 le
+uT... Y• + InuEy a.vunE yl y,K; - - ° °, - - °� ' N0. I REVISION I BY I DATE I APPR
e.Tr .w W es, m. a 701!04.1 lO 17" by &-k— ra N c Or l2awlFnvwr- 04- 0321caOl a ysl rze- aioae.y Cw • I
NAS
ARM
LEGEND
— —{� SIGN RELOCATION LINE
--F SIGN IDENTIFICATION LINE
f' EXISTING SIGN &. ,POST
r PROPOSED SIGN & POST
XX PROPOSED SIGN INSTALLATION NOTE
0 SIGN RELOCATION NOTE
r - - -,
—1 - - -
X -� SIGN REMOVAL NOTE
L_
NOTES:
i
1. ALL RELOCATED EXISTING SIGNS SHALL
_ T� Tyr- '_L_ - -__
�m
BE MOUNTED TO NEW POSTS.
�z
-j-�T�
2. SEE DUVALL PROJECT PLAN H013.1 FOR ..
Ir�7
�'' �_>✓:�
TYPICAL STRIPING.4��
-7
3. SEE DUVALL PROJECT PLAN H013.5'
�11L-
FOR TYPICAL STRIPING AT C -CURB.
W I
4. EDGE OF SIGN SHALL BE AT LEAST 24"
r
-r i
FROM FACE OF CURB.,_.
r L-
fj
T
F-1-
5. GROUND /SIDEWALK CLEARANCE FROM
fj
B OTTOM OF SIGN SHALL BE AT LEAST
".
20 0 20 40
+•�`r
°j {`j-
7' -0
'I IJI
scale feet
KEY PLAN
CITY OF
DUVALL AVE NE / COAL CREEK PARKWAY SE
3/21/08
.0 RENTON
RECONSTRUCTION
"°°a°a°
PI n ing /Building /Public works Dept.
For
SE 107TH PLACE TO NEWCASTLE CITY LIMITS„
„,�
F N°f qE INpf
proved construction
ert M. Hanson P.E. g ate
CHANNELIZATION PLAN
�
SHEET 8
CH8
i
0
2
U
�I
N
T
3.0' LT —.
TYPE "C" END
TRAFFIC CURB
�0114
i
i
y/
00
S
01-
Y
OF
(/4` ,
�r 13
3 .�
4
\
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
B STA 216 +61.7
END 10 :1 TAPER
END 40:1 TAPER I
6.0' LT ,
r
CHANNELIZATION NOTES:
— --b
INSTALL CONTINUOUS DOUBLE YELLOW CENTER
—F
LINE, PER CITY OF RENTON STD PLAN SP H001.
/
O3 INSTALL LANE LINE, PER CITY OF RENTON STD
F
PLAN SP H002.
/
O4 INSTALL WHITE PAINTED WIDE LINE, PER WSDOT
/
STD PLAN M= 20.10 -00.
INSTALL
X
OS WHITE PAINTED BICYCLE LANE SYMBOL
AND TRAFFIC ARROW PER CITY OF RENTON STD
I
220+00
PLAN SP H009.2.
DOUBLE /\RROW
, 13 INSTALL CONTINUOUS SINGLE YELLOW CENTERLINE
I W
f PER CITY OF RENTON STD PLAN SP H001.
i 14 INSTALL PAINTED YELLOW TYPE 'C' TRAFFIC CURB
CASE .� �
PER CITY OF RENTON STD PLAN H007.
B STA 216 +61.7
END 10 :1 TAPER
END 40:1 TAPER I
6.0' LT ,
r
— --b
COAL CREEK PARKWAY
—F
I
b
SE
F
2151200
...............
1---- - -219i 00
PROPOSED SIGN INSTALLATION NOTE
0
SIGN RELOCATION NOTE
X
SIGN REMOVAL NOTE
+1
��
O:
220+00
.•`
DOUBLE /\RROW
�' � m �
...(•w
CASE .� �
_
�• _7' .
B STA 216 +75.0 I
28.0' RT
END STRIPING '
B STA 216 +65 6
l
BIKE SYMBOL 1p�'
12 +00
PARK ENTRANCE -
w*0b-%i,aS1-800-424-5555 KC MAP NO.316 -12
CALL 48 HOURS 33301 9TH AVENUE SOUTH
J FEDERAL WAY, WASHINGTON
BEFORE YOU DIG fl► ER /rfS; 96003 -2600
E x a, x e e g a i x c. VOICE: (206){31 -2300
EIPM MiE 4, = King County ..�,xy;;?1�4 FAX: (206)431 -2250 NO.
to :r wed. m,u M,?MdWJ7AVbyAn-k— F&H a 6. lMNIFMIVf- 04!0J2lGOYIIdyvII27- d/09.deg srnic i
B
LEGEND
— --b
SIGN RELOCATION LINE
—F
SIGN IDENTIFICATION LINE
b
EXISTING SIGN & POST
F
PROPOSED SIGN & POST
XX
PROPOSED SIGN INSTALLATION NOTE
0
SIGN RELOCATION NOTE
X
SIGN REMOVAL NOTE
NOTES:
1. ALL RELOCATED EXISTING SIGNS SHALL
BE MOUNTED TO NEW POSTS.
2. SEE DUVALL PROJECT PLAN H013.1 FOR
TYPICAL STRIPING.
3. SEE DUVALL PROJECT PLAN H013.5
FOR TYPICAL STRIPING AT C —CURB.
4. EDGE OF SIGN SHALL BE AT LEAST 24"
FROM FACE OF CURB.
5. GROUND /SIDEWALK CLEARANCE FROM
BOTTOM OF SIGN SHALL BE AT LEAST
20 0 20 40
scale feet
N
KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
As — AN UNTON RECONSTRUCTION °°°`°
ARM Plc ing /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
tl—""' DATUM proved For construction p CHANNELIZATION PLAN CH9
°� sc '/�
REVISION BY DATE APPR ;isc *'' i tln
—... ert M. Hcnson P.E. to SHEETS
I
i
I
i
�i
A
N
T
2
U
o�
M
T
SIGN REMOVAL SPEC 1FICATIONS
SIGN NO.
SIGN CODE /SIGN TYPE (DESCRIPTION)
LOCATION
SIGN SIZE
POST
MATERIAL
POSTS -IZE
REMARKS
X
Y
2.17
D3 -101 " DUVALL AVE NE"
186 +91 RT
?
7
METAL
3 " DIA
2.18
D3 -101 " NE 18TH ST'
186 +91 RT
?
?
METAL
3 " DIA
3.07
R3 -7R "RIGHT LANE MUST TURN RIGHT'
189 +92 RT
30
30
WOOD
4 X 4
3.10
W9 -2L "LANE ENDS MERGE LEFT'
191+60 RT
30
30
WOOD
4 X 4
4.19
"CROSSWALK"
195 +50 RT
?
?
NIA
N/A
ATTACHED TO WIRE, HANGS OVER ROADWAY
4414
W1 1A -2 PEDESTRIAN CROSSING
195 +59 RT
30
30
WOOD
4 X 4
5.04
"PROTECT OUR AQUIFER''
198 +93 LT
?
7
WOOD
4 X 4
5.08
1)3.301 "138TH AVE SE"
199 +65 LT
?
7
WOOD
4 X 4
ON POST WITH STOP SIGN, STREET SIGN BEING REPLACED WITH NEW
5.26
W1 -4R REVERSE TURN
200 +08 RT
18
24
WOOD
4 X AI
5.13
03 -301 "NE 23RD ST'
200 +13 LT
?
?
WOOD
4 X 4
5.14
D WALL AVE
200 +13 LT
?
?
WOOD
4 X 4
6.14
Wt: 8 CHEVRON ALIGNMENT
205 +94 RT
18
24
WOOD
4 X el
7.05
W1 -8 CHEVRON ALIGNMENT
206 +91 RT
18
24
WOOD
4 X 4
7.06
D3 -201
208 +55 RT
?
?
WOOD
4 X 4
7.07
W2 -2 (MOD) T SYMBOL
208 +55 RT
18
18
WOOD
4 X 4
ON SAME POSTAS SIGN NO 7.06
7.08
W13 -1 SPEED "35 MPH"
208 +55 RT
18
24
WOOD
4 X 4
ON SAME POSTAS SIGN N07.06
7.10
W1 -8 CHEVRON ALIGNMENT
208+93 RT
18
24
WOOD
4 X 4
7.12
W1 -8 CHEVRON ALIGNMENT
210+03 RT
18
24
WOOD
4 X
7.15
W1 -8 CHEVRON ALIGNMENT
211 +17 RT
18
24
WOOD
4 X 4
8.01
S3 -1 "SCHOOL BUS STOP AHEAD"
211+85 RT
30
30
WOOD
4X4.
8.02
03 -201 "SE 95TH WAY"
214 +04 RT
?
7
WOOD
4X4.
8.03
W2 -2 TSYMBOL
214+04 RT
18
18
WOOD
4X4.
ON SAME POSTAS SIGN NO 8.02
8.04
W13 -1 SPEED "35 MPH"
214 +04 RT
?
?
WOOD
4 X n
ON SAME POSTAS SIGN NO 8.02
9.07
W1 -7 DOUBLE HEADED DIRECTIONAL ARROW
217 +99 RT
36
18
WOOD
4 X 4
KC MAP NO. 316-12
CALL 48 HOURS
BEFORE YOU DIG . BERGER /ABA
A oSl- 800 -424 -5555 e WIG i n e e n_e i
IXPptES 7ME 4, ZGG9 King County �iF`;`%
Lost S- dm A. Af -V 21.V7B d NtJ9ANby.4 -*m Pd N- a12"IPAPIYf- Of- aJ21Lmo1&9s IL.X!_LYN2dV Ste: J
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
98003 -2600
VOICE: (206)431-2300
FAX: (206 )431 -2250 N0.
,mom May' . f'a• CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE - 3/21/06
"
aN RENTON RECONSTRUCTION
FARM T"e ^'a DATUM PI * I /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
w proved For Construction ` SIGN REMOVAL CH 12
JSG xor x i /
REVISION Bl' DATE JAPPR- �"�COr 3
JSG
co
T
2
U
T
Cri
T
8
EL PUSH
00 `O � \ ( ) BUTTON
`- 138TH AVE SE DUVALL AVE NE a " NE 18 TH ST NE 23 RD S1] SE 95TH WAY 18" 7 3/4 FOR 15" JCT
BIKE ROUTE
VARIES
24" 21"
(TYP) 5„
Q3-1 D3_1 D3 -1 D3 -1 D3 -1 11 =1 JR -16 M2 -1
NOTE: STREET NAME SIGN SHALL BE PER CITY
OF RENTON STD PLAN G024.
SEE DWG CH14.
CENTER 30" 30„ CC3
LANE �HOOL
30"
36 " \� eus sroP 18" 24'.
AHEAD
ONLY 30" 36 30" 18"
30"
24"
R1 -1 R3 -98 S3 -1 W1 =7 W1 -8L W2 -2 (MOD) W13 -1 W4 -2
30„ BEGIN
LIMIT SPEED P Q RIGHT LANE 24„ HERE 30" RIGHT TURN LANE
LI M I T MUST 30
30" ^ 5 30" 18` BALE
LJ 3 5 E TURN RIGHT PEDES'MIANS
YIELD TO BIKES
UNLESS oniERVnsE 30"
POSTED 12"
30° 36"
24" 24"
R2 -1 (MOQ R2 -1 R7 -9 W14_1 R3 -7 R1 -5A R4 -4
12" AHEAD
NE 24TH sT -+ RENTON RENTON RESIDENTIAL
TECHNICAL PARKING 30"
f— SE 100 TH ST CITY LIMITS COLLEGE ORDINANCE 10-10 -13 900
ENFORCED
40"
W16 -8a R7 -2a (MOD) 11 =3 R7 -8b 24
M1_701
NOTE: SEE WSDOT SIGN FABRICATION MANUAL
KC MAP NO. 316-12
CALL 48 HOURS
BEFORE YOU DIG O BERGER /.
Cl" W90
4 3-m-al - 800 - 424 -5555 Kin Coun
IM'M ME
9 l rg�
1.1 &—d- ft N. 202X8 of laJ9A!/by A -l— Ri N a kI 2WIFAPl7- &- aT2IC401dyrIW- Olidg Skwa
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
98003 -2600
VOICE: (206)431-2300
FAX: (206 )431 -2250 N0.
REVISION
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE w�3/21/08
�a NAS RENTON RECONSTRUCTION
ARM oxc wcx DATUM PI a /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
proved For Construction Fi SIGN DETAILS C 13
BY DATE APPR Ram 'T""'�0P0"ar SHEET 1 R"T'
JSC o ert M. Hanson P.E. Date 1:1 ,4 a3
It
.Z
U
C4
t+)
T
0
5" i
2 -1/2"
1 -1 /2 "T
STD 90' BRACKET OR
360' ADJUSTABLE
BRACKET IF REQUIRED
PIPE CAP
2" GALVANIZED
STEEL PIPE
CEMENT
1 -1/2' CONCRETE
CLASS '8'
3
5 /8th
1 -1/2' MINUS
CRUSHED
ROCK
42" MAX
24" MIN
8"
8' -6' (INCREASE AS
NECESSARY TO PROVIDE 6' MIN
VERTICAL CLEARANCE TO
TRAFFIC SIGNS MOUNTED ON
STREET NAME SIGN POST)
2' MIN CLEARANCE
FROM FACE OF CURB.
10' MIN CLEARANCE IF
NO CURB
TYPICAL GROUND MOUNTED STREET NAME SIGNS
KC MAP NO. 316-12
'�! CALL 48 HOURS FEDERAL WAY, 9TH AVENUE SOUTH
�rsr� % FEDE WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM 98003 -2600
E Nt I N E ENE i x c. VOICE: (208)431 -2300
1- 800 - 424 -5555
Ets 7AiEa,uw King County.aP FAX: (206)431 -2250 N0. REVISION
L.1 So, dai %A/ 202000d 10,4aA/byA -.k m R, a O' 1200 0IFAW- OI- OMICA00 JAW IW- 011A69 Sl✓f • I . .
"BAND —IT BF
OR APPROVE
3
3
MOUNTING ON METAL POLE
4 "x4" PRESSURE
TREATED POST —
12'
TYPICAL
OR AS
REQUIRED
30" MIN.
EDGE OF TRAVELED
f— ROADWAY
3� 1
90' 0'
3'
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3' OUTWARD IF SIGN IS
WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
2' MIN TO EDGE
OF SIGN
5/16 "x2 -1/2" GALVANIZED
LAG SCREWS WITH
GALVANIZED WASHERS
7' MIN TO
BOTTOM OF SIGN
REPLACE TO MATCH EXISTING
ADJACENT MATERIAL
COMPACTED SELECT FILL
MATERIAL
TYPICAL MOUNTING ON WOOD POST
66 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/98
rA5 ru UNTON RECONSTRUCTION
oa+ne ARM oxcx�x Plc /Building/Public /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS •„�:
c� �� DATUM pproved For Constructio
dsc ^TNLL 3 �� SIGN DETAILS CH14
BY DATE APPR "'°1O•mSC�,n.. SHEET2
°E,:o°
II
, 1
- - -- ---- ----- - - ---- - -- - -- --- - - -� --
t x g 1 8 8 3 s
/A D ��. ,- D D 0 o D b.
c'?
CL^ ^ Q
1..1..
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tB I,
Li .... ... ....'193 +00 .. i9'4+b0.. . ... . , , , , .. 10 71/41 00
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jr— g4 VDZ82 1 -
U w w 0 ; 85 s VDZ83 s s 4 6
yr 67 �A7 s V16 o co
\ =x- x• - I-• I
2 i 3
WOOD POST x 5
86 I II II� II I I
4- x4'x7' 1 x x 0 0 \
87 � 3 0
I— r
LEGEND 4
< o
- - - - -- SIGNAL CONDUIT V) cNn r
II - - - - -- ILLUMINATION /ITS CONDUIT II N I,I
i
\ x lt1 ll
m510 TYPE 1, 2 & 8 JUNCTION BOX
BLANK TYPE 25 -TA ITS VAULT I
(SEE SHEET I1-4) \ I II
\ �\ ® SIGNAL MASTARM POLE \ I I
TYPE PS POLE
m `s U-) �f6 a--016
D
5o5 N
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192 +00 IQ-m 03 b7
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11
QPROTECTED VEHICLE MOVEMENT '--,
PEDESTRIAN MOVEMENT
PHASING DIAGRAM
Perteet IoD.
253-984-71381253-589-0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
ES
oe WAS
�1
s� kPOf32E4go CALL 48 HOURS
��ai je,a BEFORE YOU DIG
g' 1- 800 -424 -5555
EXPRIES 7 0
PRE — EMPTION
SCHEDULE
CIRCUIT
PHASE (S)
A
NOT USED
B
4 & 7
C
2 & 5
D
8
SCALE
VDZ42
VDZ41
814
FEET L # J UUNUUII /WINING INULUUtU IN ILLUMINAHUN JTJItM tJ1U ntM. att. Jnttl IL4.
< # > CONDUIT /WIRING INCLUDED IN "ITS COMMUNICATION SYSTEM" BID ITEM. SEE SHEET I1-4.
- Suw.MD:
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON swL
BERGER/ABAM 98003 -2600 i SWL
E N a 1 rsvxmE
.1 x c. VOICE: (206)431 -2300 ° --
FAX: (206)431 -2250 NO. REVISION BY DATE APPR o-CS
ECS
1
I I
\ 3 1
l I I 1
' -�- -� -�- 44- 4 .G- . --G� -. - .� 48
43 G G 45 47
.. ...
w
196 +00 197+00 198 +00
—F - -- - -- I--- - - - --I - -s -- - - - --
DUVALL AVE NE .
w 2 DI- AM.
w w w w w-
DIAM.
7 4 STEEL POST
0 -D— D D D
- - - - - - - - - ->
/ 1
I
� OSIGNAL POLE NOTES (SEE TS3)
Qi INSTALL FOUNDATION PER SIGNAL DETAIL SHEET. PROVIDE AND INSTALL A BLACK SD SIGNAL POLE WITH TWO MASTARMS AND A
LUMINARE ARM WITH A 250 WATT HPS DECORATIVE LUMINAIRE AND GROMMETED HOLE WITH CABLE FOR CITY INSTALLED VIDEO
DETECTION. PROVIDE AND INSTALL A TERMINAL CABINET, ONE PEDESTRIAN HEAD AND ONE PUSH BUTTON.
NORTH MASTARM: 45 FOOT MASTARM WITH THREE VEHICLE SIGNAL HEADS, ONE EMERGENCY PRE - EMPTION DETECTOR, A STREET NAME
SIGN AND GROMMETED HOLE WITH CABLE FOR CITY INSTALLED VIDEO DETECTION.
EAST MASTARM: 40 FOOT MASTARM WITH TWO VEHICLE SIGNAL HEADS, ONE EMERGENCY PRE - EMPTION DETECTOR, AND A STREET
NAME SIGN.
O2 INSTALL FOUNDATION PER SIGNAL DETAIL SHEET. PROVIDE AND INSTALL A BLACK TYPE III MODIFIED COMBINATION POLE WITH A 30 FT
MAST ARM AND A LUMINAIRE ARM WITH A 250 WATT HIPS DECORATIVE LUMINAIRE AND A GROMMETED HOLE WITH CABLE FOR CITY
INSTALLED VIDEO DETECTION AND ONE. PROVIDE AND INSTALL TWO VEHICLE SIGNAL HEADS, AND STREET NAME SIGN.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
QCONSTRUCTION NOTES
Q CONSTRUCT COMBINATION CONTROLLER FOUNDATION. FOUNDATION SHALL BE FOR SIGNAL CONTROLLER, BATTERY BACKUP, AND SERVICE
CABINET PER C.O.R. STANDARD PLAN J028 WITH MODIFICATIONS AS NECESSARY TO ACCOMODATE THE CABINETS. PEDESTAL HEIGHT FOR
CONTROLLER AND BATTERY BACKUP SHALL BE 19" AND 2" FOR SERVICE CABINET. LOCATION AND ORIENTATION SHALL BE AS
APPROVED BY THE .ENGINEER. PROVIDE AND INSTALL CONTROLLER, CABINET AND ASSOCIATED EQUIPMENT AT APPROX STATION 195+66
43'RT. PROVIDE AND INSTALL ELECTRICAL SERVICE CABINET PER C.O.R. STANDARD PLAN NO. JO10 & J012 AND BREAKER SCHEDULE
ON DRAWING NO. TS3.
Q COORDINATE WITH PUGET SOUND ENERGY THROUGH ENGINEER FOR POWER SERVICE. INSTALL CONDUIT AND CONDUCTORS PER PUGET
SOUND ENERGY REQUIREMENTS.
Q PROVIDE GROMMETED HOLE WITH VIDEO DETECTION CABLE RUN THROUGH FOR CITY INSTALLED VIDEO DETECTION CAMERA.
Q VIDEO DETECTION ZONE (VDZ #) TO BE PROGRAMMED BY C.O.R.
SPROVIDE AND INSTALL "LEFT TURN MUST YIELD ON GREEN" SIGN R10 -12 (24"x30')
12" 12..
RED 12"
RED
(L.E.D.) RED
LUNAR (L.E.D.) (L.E.D.)
WHITE 12"
(L.E.D.) AMBER 12" 12"
(L.E.D.) AMBER AMBER
PORTLAND 12
ORANGE GREEN 12 12
(L.E.D.) (L.E.D.) GREEN GREEN
(L.E.D.) (L.E.D.)
12"
YELLOW/
PEDESTRIAN HEADS GREEN VEHICLE HEAD VEHICLE HEADS 1* 11 66, 67, 86, 87 (L.E.D.) 51 21, 22, 42, 81, 82
VEHICLE HEAD SIGNAL DISPLAY
71 /41
CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
PENTON RECONSTRUCTION
E'X" DATUM Plonning /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
proved For Constructi TRAFFIC SIGNAL PLAN TS 1
w�raxEw" ��=ro�
SHEET I
o ert M. Hanson P.E. Date
Norco
wmmcm
ME
FEET L # J UUNUUII /WINING INULUUtU IN ILLUMINAHUN JTJItM tJ1U ntM. att. Jnttl IL4.
< # > CONDUIT /WIRING INCLUDED IN "ITS COMMUNICATION SYSTEM" BID ITEM. SEE SHEET I1-4.
- Suw.MD:
33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON swL
BERGER/ABAM 98003 -2600 i SWL
E N a 1 rsvxmE
.1 x c. VOICE: (206)431 -2300 ° --
FAX: (206)431 -2250 NO. REVISION BY DATE APPR o-CS
ECS
1
I I
\ 3 1
l I I 1
' -�- -� -�- 44- 4 .G- . --G� -. - .� 48
43 G G 45 47
.. ...
w
196 +00 197+00 198 +00
—F - -- - -- I--- - - - --I - -s -- - - - --
DUVALL AVE NE .
w 2 DI- AM.
w w w w w-
DIAM.
7 4 STEEL POST
0 -D— D D D
- - - - - - - - - ->
/ 1
I
� OSIGNAL POLE NOTES (SEE TS3)
Qi INSTALL FOUNDATION PER SIGNAL DETAIL SHEET. PROVIDE AND INSTALL A BLACK SD SIGNAL POLE WITH TWO MASTARMS AND A
LUMINARE ARM WITH A 250 WATT HPS DECORATIVE LUMINAIRE AND GROMMETED HOLE WITH CABLE FOR CITY INSTALLED VIDEO
DETECTION. PROVIDE AND INSTALL A TERMINAL CABINET, ONE PEDESTRIAN HEAD AND ONE PUSH BUTTON.
NORTH MASTARM: 45 FOOT MASTARM WITH THREE VEHICLE SIGNAL HEADS, ONE EMERGENCY PRE - EMPTION DETECTOR, A STREET NAME
SIGN AND GROMMETED HOLE WITH CABLE FOR CITY INSTALLED VIDEO DETECTION.
EAST MASTARM: 40 FOOT MASTARM WITH TWO VEHICLE SIGNAL HEADS, ONE EMERGENCY PRE - EMPTION DETECTOR, AND A STREET
NAME SIGN.
O2 INSTALL FOUNDATION PER SIGNAL DETAIL SHEET. PROVIDE AND INSTALL A BLACK TYPE III MODIFIED COMBINATION POLE WITH A 30 FT
MAST ARM AND A LUMINAIRE ARM WITH A 250 WATT HIPS DECORATIVE LUMINAIRE AND A GROMMETED HOLE WITH CABLE FOR CITY
INSTALLED VIDEO DETECTION AND ONE. PROVIDE AND INSTALL TWO VEHICLE SIGNAL HEADS, AND STREET NAME SIGN.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
Q CONSTRUCT FOUNDATION AND INSTALL A BLACK TYPE PS PEDESTRIAN HEAD POLE WITH ONE PEDESTRIAN HEAD WITH TYPE D MOUNT
AND PUSH BUTTON PER C.O.R. STD. DETAILS J021, J024 & J025 AND SIGNAL DETAIL SHEET.
QCONSTRUCTION NOTES
Q CONSTRUCT COMBINATION CONTROLLER FOUNDATION. FOUNDATION SHALL BE FOR SIGNAL CONTROLLER, BATTERY BACKUP, AND SERVICE
CABINET PER C.O.R. STANDARD PLAN J028 WITH MODIFICATIONS AS NECESSARY TO ACCOMODATE THE CABINETS. PEDESTAL HEIGHT FOR
CONTROLLER AND BATTERY BACKUP SHALL BE 19" AND 2" FOR SERVICE CABINET. LOCATION AND ORIENTATION SHALL BE AS
APPROVED BY THE .ENGINEER. PROVIDE AND INSTALL CONTROLLER, CABINET AND ASSOCIATED EQUIPMENT AT APPROX STATION 195+66
43'RT. PROVIDE AND INSTALL ELECTRICAL SERVICE CABINET PER C.O.R. STANDARD PLAN NO. JO10 & J012 AND BREAKER SCHEDULE
ON DRAWING NO. TS3.
Q COORDINATE WITH PUGET SOUND ENERGY THROUGH ENGINEER FOR POWER SERVICE. INSTALL CONDUIT AND CONDUCTORS PER PUGET
SOUND ENERGY REQUIREMENTS.
Q PROVIDE GROMMETED HOLE WITH VIDEO DETECTION CABLE RUN THROUGH FOR CITY INSTALLED VIDEO DETECTION CAMERA.
Q VIDEO DETECTION ZONE (VDZ #) TO BE PROGRAMMED BY C.O.R.
SPROVIDE AND INSTALL "LEFT TURN MUST YIELD ON GREEN" SIGN R10 -12 (24"x30')
12" 12..
RED 12"
RED
(L.E.D.) RED
LUNAR (L.E.D.) (L.E.D.)
WHITE 12"
(L.E.D.) AMBER 12" 12"
(L.E.D.) AMBER AMBER
PORTLAND 12
ORANGE GREEN 12 12
(L.E.D.) (L.E.D.) GREEN GREEN
(L.E.D.) (L.E.D.)
12"
YELLOW/
PEDESTRIAN HEADS GREEN VEHICLE HEAD VEHICLE HEADS 1* 11 66, 67, 86, 87 (L.E.D.) 51 21, 22, 42, 81, 82
VEHICLE HEAD SIGNAL DISPLAY
71 /41
CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
PENTON RECONSTRUCTION
E'X" DATUM Plonning /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
proved For Constructi TRAFFIC SIGNAL PLAN TS 1
w�raxEw" ��=ro�
SHEET I
o ert M. Hanson P.E. Date
CONTROLLER CABINET
WIRE TERMINATIONS
Ill' 1
915 E.V.P. A
921 2
822 E.V.P. C
925
931 3
935 E.V.P. D Z
941
4
9a5 E.V.P. B
951 5 w
955 5 E.V.P. C as
961 6
962
965 E.V.P. A
971 7
972 E.V.P. B
975
981 8
98. E.V.P. D
B 501
11 502
NLI I a
R=
G=
W=
B=
0=
R
G
W
B
0
711
HAND
512
712
MAN
117
1
514
715
NEUTRAL
716
DETECTOR
516
717
DETECTOR
W
721
HAND
722
MAN
27
2
725
NEUTRAL
726
DETECTOR
727
DETECTOR
731
HAND
732
MAN
37
3
ut
735
NEUTRAL
736
737
DETECTOR
DETECTOR
z
741
HAND
a
742
MAN
46
47
4
<
745
NEUTRAL
746
747
DETECTOR
DETECTOR
°z
751
HAND
752
MAN
56
57
5
w
755
NEUTRAL
756
DETECTOR
W
757
DETECTOR
I
I
761
HAND
a
a
762
MAN
66
67
6
765
NEUTRAL
766
DETECTOR
767
DETECTOR
771
HAND"
772
MAN
77
7
775
NEUTRAL
776
DETECTOR
777
DETECTOR
781
HAND
782
MAN
87
8
785
NEUTRAL
786
DETECTOR
787
DETECTOR
511
512
513
w
514
z
515
516
W
Z
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
VIDEO
VEHICLE
DETECTOR V2 TERMINAL CABINET 1
SIGNAL HEAD 51 SIGNAL HEAD 21 E.V.P. C SIGNAL HEAD 22
(BY CITY)
651 R 621 R 921 0 621 R
652 O 622 0 -RC/59- VIDEO 922 Y 622 0 DR:: 621 R 653 G 623 G 925 L 623 G 0 622 p 654 B 624 B Br COMMON 624 B G 623 G 655 W 625 W - Bi PDCUS 625 W B 625 W
- B AC+ PED. HEAD 66 R
651 R
Nmiw B 652 0
653 . G
654 B TO
W 655 CONTROLLER
P.P.B. 66 767 R 761 R CABINET
G 762 G
W 765 W
B 766 B
0 767 0
SIGNAL HEAD 71/41 E.V.P. B SIGNAL HEAD 42 TERMINAL CABINET 1
R 641 R 941 0 R 641 R R 641 R
Y 642 0 942 Y Y 642 0-
p 642 p
G 643 G 945 L G 643 G G 643 G
672 0 644 g g 644 g
673 G 645 W W 645 W
644 B
645 W R
671 R
p 672 p
G 673 G
B 674 g
W 675 W
PIED. HEAD 67
761 R
762 G
765 W
P.P.B. 67 766 B TO
767 0 CONTROLLER
CABINET
O POLE NO. 5
PED. HEAD 86
W 781 R
782 G
785 . W
P.P.B. 86 786 B TO
787 0 CONTROLLER
CABINET
O POLE NO. 4
Perteet InD.
X! 253- 984 - 71381253 -589 -0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
333019TH AVENUE SOUTH
J FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003 -2600
E N G I� I X C. VOICE: (206)431 -2300
FAX: (206)431 -2250 F"..
REVISION
SWL
CHE
SECS ,
BY DATE: APPR -
ECs
SIGNAL HEAD 81 E.V.P. D
R 681 R MO_ Y 682 0
Y-
G 683 G BL-
684 B
685 W
O POLE NO.
9
O14 O2
POLE NO. 1
LUMINAIRE ARM
VIDEO
VEHICLE
DETECTOR V4
(BY CITY)
SIGNAL HEAD 82
TERMINAL CABINET 1
R 681 R R_ 681 -R
—
.Y - 682 0 p 682 0
G 683 G G 683 G-
684 B g 684 B
684 W 685
2
TO
CONTROLLER
�— CABINET
PIED. HEAD 87
781 R
782 G
785 W -RG/5
P.P.B. 86 786 B CONTROLLER POLE NO. 2 Br
CABINET LUMINAIRE ARM R
O POLE NO. 3 el
B
W
DATUM
•r ruu swc
VIDEO
VEHICLE
DETECTOR V8
(BY CITY)
CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
RENTON RECONSTRUCTION
inning /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
pproved For Constructio SIGNAL WIRING DIAGRAM TS2
pert M. Hanson P.E. Date SHEET 2 114 181
CUSS 3000
CONCRETE -
8 NO. 8 BARS
SURFACE
EQUALLY SPACED
I-� 2 1/2" CL
+211/2- CL
#4 HOOPS, RD. OR SO. AT
1' -0' APPROX. CTRS.
3' SO. OR RD., OR 4' RD.
FOUNDATION DETAIL
Perteet Inc.
253 - 984 -71381 253 -589 -0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
G`Z`Qoe Eses�d * PROVIDE SPARE TENON FOR FUTURE SIGNAL HEAD
~O� ** COMPUTED BASED ON FUTURE CONDITION
p RF '�'S CALL 48 HOURS 333019TH AVENUE SOUTH
7f aisre� ` FEDERAL WAY, WASHINGTON
lgdb BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 -424 -5555 E N 6 1 N E E N S I N c. VOICE: (206)431 -2300
EXPERES 7 is FAX: (206)131 -2250
8.5'
PEDESTRIAN CURB RAMP
FORM FOUNDATION CAP
TO MATCH CURB AT
BACK OF PEDESTRIAN
6„ RAMP
I
I--2'-4" SQ.- -j
SQ. OR RD. CONSTRUCTION JOINT
SEE DETAIL CHART
POLE 1 FOUNDATION DETAIL
90"
DUVALL "E NE 18"
COR STD. PLAN G011
60"
NE 21 ST ST 18"
COR STD. PLAN G011
SIGN DETAILS
NOTES
O MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
OFIELD INSTALLED. O
2 7
9 9 G g 9 G
2 2 0
0 I I I
0
I I I I I I I I I
2 w G0
I LL 2
TYPE PPB TYPE PS TYPE I
PPB POST PED. HEAD VEHICLE HEAD
lZTAmnAPn CTANInARn
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
pRIENTATIN
2P -150A
_
0
C�Ne
30A
FO
2P -30A
30A
ILLUM C
2P -30A
(n
I 190
2P -30A
IL
0
2P -15A
30A
SIGNAL
1P -50A
a
U 180'
ATTACHMENT
-
ILLUMINATION CONTROL
POINT
-
,
*90E-
AT
-180'
-
17.0'
FROM El
18.0'
a 90' 270'
19.Y
FE1 �
20.8'
8'
F O
Z �
r y�
• IF Et OR E2 SIGNAL ARM IS
11'
d
NOT NINETY DEGREES TO THE
1,500
O'
ANCHOR BOLT PLATE THEN
5 SECTION 12"
Y� O
O SPECIAL DESIGN POLE
16.5
ANCHOR BOLT PLATE
16.5
1
yc76
LOCATION STATION
7'
8'
8'
9'
3' ROUND
6'
6'
7'
11'
13'
POLEOORIENTATION ANGLE
2,500
POLE ORIENTATION LINE
(P.O.A.) DEGREES CLOCKWISE
6'
6'
FROM OFFSET LINE TO.POLE.
7'
'
ORIENTATION LINE (SETS
4' ROUND
.
ANCHOR BOLT ORIENTATION)
6'
POLE ORIENTATION
AND
7'
ATTACHMENT POINT DETAIL
11
3/8 " DIA. PLASTIC
8.7 **
11
3/4" CHAMFER DRAIN NBE
GROUT PAD THICKNESS
16
0
= NUT HT. +1" MAX
270
NORTH
_
270
-
180
0
-
UNPAVED
7
7
SURFACE
IN
CUSS 3000
CONCRETE -
8 NO. 8 BARS
SURFACE
EQUALLY SPACED
I-� 2 1/2" CL
+211/2- CL
#4 HOOPS, RD. OR SO. AT
1' -0' APPROX. CTRS.
3' SO. OR RD., OR 4' RD.
FOUNDATION DETAIL
Perteet Inc.
253 - 984 -71381 253 -589 -0399
3625 Perkins Lane SW, Suite 300
Lakewood, Washington 98499
G`Z`Qoe Eses�d * PROVIDE SPARE TENON FOR FUTURE SIGNAL HEAD
~O� ** COMPUTED BASED ON FUTURE CONDITION
p RF '�'S CALL 48 HOURS 333019TH AVENUE SOUTH
7f aisre� ` FEDERAL WAY, WASHINGTON
lgdb BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 -424 -5555 E N 6 1 N E E N S I N c. VOICE: (206)431 -2300
EXPERES 7 is FAX: (206)131 -2250
8.5'
PEDESTRIAN CURB RAMP
FORM FOUNDATION CAP
TO MATCH CURB AT
BACK OF PEDESTRIAN
6„ RAMP
I
I--2'-4" SQ.- -j
SQ. OR RD. CONSTRUCTION JOINT
SEE DETAIL CHART
POLE 1 FOUNDATION DETAIL
90"
DUVALL "E NE 18"
COR STD. PLAN G011
60"
NE 21 ST ST 18"
COR STD. PLAN G011
SIGN DETAILS
NOTES
O MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
OFIELD INSTALLED. O
2 7
9 9 G g 9 G
2 2 0
0 I I I
0
I I I I I I I I I
2 w G0
I LL 2
TYPE PPB TYPE PS TYPE I
PPB POST PED. HEAD VEHICLE HEAD
lZTAmnAPn CTANInARn
BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
MAIN
2P -150A
_
ILLUM A
2P -30A
30A
ILLUM B
2P -30A
30A
ILLUM C
2P -30A
30A
ILLUM D
2P -30A
30A
ILLUM E
2P -15A
30A
SIGNAL
1P -50A
-
IRRIGATION
iP -15A
-
ILLUMINATION CONTROL
1P -15A
-
RECEPTACLE
1P -20A
-
�
2MI
o. VEHICLE DISPLAY g. PEDESTRIAN DISPLAY
b. SIGN h. TERMINAL COMPARTMENT
c. STREET NAME SIGN i. PPB -M
d. PRE -EMPT DETECTOR j, HANDHOLE
f. LUMINAIRE k. VIDEO CAMERA (BY OTHERS)
B2 in _
B1
40'
45'
50'
53' -150'
FOUNDATION
B3
MAX.
MIN.
MAX.
MIN.
�IB
MIN.
MAX.
SECTION 12"
A
16.5
19.2'
16.5
-�-
16.5
A
_3
B6
ff
A
SIRNAI I11SPI AY VFRTICAI CI FARANCF (FFFT) FROM STOP I INF
f
FOUNDATION DEPTH TABLE
40'
45'
50'
53' -150'
FOUNDATION
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
SECTION 12"
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
_3
S SQUARE
8'
8'
9'
9'
10'
11'
MAST ARM
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.Y
16.5
20.8'
8'
8'
9'
11'
13'
15'
1,500
.3' SQUARE
7'
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
19.6'
7'
8'
8'
9'
3' ROUND
6'
6'
7'
FOUNDATION DEPTH TABLE
ALLOWABLE LATERAL
OVLICU L111111111
MAST ARM CONNECTION
XYZ (CUBIC FEED
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SO MAST ARM STANDARDS
(PSF)
1YPE
600
900
1,200
1,500
1,900
2,300
3' ROUND
10'
10'
11'
11'
13'
15'
1,000
S SQUARE
8'
8'
9'
9'
10'
11'
MAST ARM
4' ROUND
8'
8'
9'
9'
10'
11'
'
3' ROUND
8'
8'
9'
11'
13'
15'
1,500
.3' SQUARE
7'
7'
7'
8'
B.
9'
4' ROUND
7'
7'
7'
8'
8'
9'
3' ROUND
6'
6'
7'
11'
13'
15'
2,500
3' SQUARE
6'
6'
6'
6'
7'
7'
(39.5 *)
4' ROUND
6'
6'
6'
6'
7'
7'
THIS TABLE BASED ON A 0 VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS WITH 90'
BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL
FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'.
BOLTED LUMINAIRE
MAST ARM CONNEC
C
5' �I� 1"0'
k 60
1/4" PI
GROMMETED HOLE
FOR VIDEO CABLE
Ile:
H lh
LMLMJ1
TIGHT CAP
44"
6 " -8" DEEP
RECTANGULAR
TUBE
<1
11 VD
B
OVLICU L111111111
MAST ARM CONNECTION
J E
E N
-,
a
I LIMITS OF VERTICAL CLEARANCE REQUIREMENT
L ROADWAY
TYPE II TYPE III TYPE IV TYPE V
MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM SIGNAL STANDARD STANDARD AND STRAIN POLE STANDARD
A F
OR
/ B
i Q
�G jhH
O
H 1 I 00
-� o� "x@ as *;3 ,09, �• �- CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
swL 12/4/2007 'u RENTON RECONSTRUCTION a
swL 12/4/2007 DATUM
PI Wing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS nook
II pproved For Construction SIGNAL STANDARD DETIALS TS3
SECS 112/5/2007
0. REVISION BY DATE. APPR rx ert M. Hanson P.E. Dote SHEETS
ECS 12/19/2007
SIGNAL STANDARD DETAIL CHART
®
FIELD
LOCATION
TYPE
MOUNTING
HEIGHT (FT)
SIGNAL
MAST ARM
DATA
ARMN(FT)
C
POLE
D E7
ATTACHMENTS POINT ANGLES (DEG)
E2 F G1 G2 H
11
12
FOUNDATION DEPTHS
3' RD. 3' SO. 14' RD.
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE � TO ATTACHMENT POINT)
WINDLOAD AREAS (FT)' (X)(Y)
(X)(Y)(Z)
STD
NO.
STATION OFFSET LT. RT. P.OA
At A2
B1 82 B3 B4 B5 B6 89 BIT
B1 83 B6 89 B11
TOTAL(FT),
DUVALL AVE NE
1E
194 +89.50
40.67
X
0
SD
18.2
33
(39.5 *)
35.5
32
(29 *)
23.5
5
8.7 **
11
5
8.7 **
11
7.5
749
772 **
16
0
0
EAST
270
NORTH
_
270
-
180
0
-
9
7
7
SEE SPECIAL POLE 1
FOUNDATION DETAIL
IN
18.2
33
44.5
43
36.5
28.5
30
6
8.7
11
8.7
11.25
1294
2
195 +76.44
40.00
X
.0
111 MOD
18.5
33
29
23
17.5
6
8.7
8.7
7.5
409
16
. 0
0
-
-
-
-
0
-
.-
8
7
7
3
195 +50.00
61.14
X
289
PS
338
338
4
194 +96.86
61.14
X
75
PS
15
15
5
194+85.fi8
45.33
X
34
PS
326
326
-� o� "x@ as *;3 ,09, �• �- CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/08
swL 12/4/2007 'u RENTON RECONSTRUCTION a
swL 12/4/2007 DATUM
PI Wing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS nook
II pproved For Construction SIGNAL STANDARD DETIALS TS3
SECS 112/5/2007
0. REVISION BY DATE. APPR rx ert M. Hanson P.E. Dote SHEETS
ECS 12/19/2007
_I
C7
T
8
i
z
A PORTION OF SW 1/4, SEC.3, T.23N, R.5E, W.M.
11 I 11 A*
4 4
v
4
DUVALL AVE NE
179 +00..: :::: :: ::: I 180 +00
A.... ....
BEGIN PROJECT
B STA 178+52 00
178 +00
---------- -- - - --
4
p o
CONSTRUCTION NOTES:
O1 CONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURERS RECOMMENDATIONS AND SPECIAL PROVISIONS.
O2 CONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
ONOT USED, TYPICAL ALL IL SHEETS
OCONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
OCONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
O9 REMOVE JUNCTION BOX INTERCEPT AND EXTEND EXISTING ITS SYSTEM
CONDUIT.
10 SEE DUVALL PROJECT PLAN J005.1
11 SEE DUVALL PROJECT PLAN J005.3
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO. FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE' AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 -UG16.
I
Q-
il 1 10 2
10 1
2
�..� 2 1 2 —� -- 1
-
ZaiTNTY _ .._ I _ _I- o
8 CDRENTON - ------------------ - - - - -- +
\= - 2 00
.... .... .... .... .... .... I�
-LINE I F¢-
W
- .. .. ••181f00 .' ..... .... ......... ..... ....� - '182 +00•'� _� m
-- - I —._... - --+ -- - - - - - -� - -- - -+ W .
:::....:............... :.:IZ
' J
I=
2 1 Q
-=- i. - -- 11 - - -- �
4
LUMINAIRE SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
LENGTH*
STATION
OFFSET
MTG. HT.
1
A
250
V -10"
177 +29
51.0' LT
33 FT
2
A
250
V -10"
178 +47
51.0' LT
33 FT
3
B
250
T -10"
179 +15
40.0' RT
33 FT .
4
A
250
V -10"
179 +79
40.0' LT
33 FT
5
B
1250
3' -10"
180 +56
40.0' RT
33 FT
6
A
1 250
T -10"
180 +85
41.0' LT
33 FT
7
B
1 250
3' -10"
181+99
40.0' RT
33 FT
8
A
1 250
3' -10"
182 +06
41.0' LT
33 FT
* CENTER OF POLE TO CENTER OF LUMINAIRE
ILLUMINATION WIRING SCHEDULE
A
RACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1-#8
2
2
2
1 - #6
3
2
2
1 - #4
4
1 4
ISPARE CITY ITS COMMUNICATION CONDUIT
S. T-at-oll KC MAP NO.316 -12
�"o, CITY OF
CALL 48 HOURS r • I 33301 9TH AVENUE SOUTH _p <`" FEDERAL WAY, WASHINGTON N'� � RENTON
BEFORE YOU DIG BEOGER/ABAM 98003 -2600 ARM a ng /B iildin /Public Works
E N e 1 N E ERE I N c. VOICE: (206)131 -2300 *�� P 1 -800- 424 -5555 °� sc roved For cans o 'ar
FAX: 206 431 -2250 s+
ERNES MIE 4,2W9 King County ;:r =� �_' ( N0. REVISION BY DATE APPR
sc rt M. Hanson P.E. I
Lost Sond w *d Wx 19 2W9 of 07•JFY by kwal— /a N e L I2W(IFAPNT- 04- a21CA9o1drys I J38JLOL.d"q S'de.' 1
20 0 20 40 ---,-r 7 -J
scale feet KEY PLAN
DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
RECONSTRUCTION
SE 107TH PLACE TO NEWCASTLE CITY LIMITS
ILLUMINATION PLAN IL1
SHEET 1 —1.fi ; A3
j C. Z
C7I.
RyL�\�
A PORTION OF SW 1/4, SEC.31 T.23N, R.5E, W.M.
II I � I
Cj I
10 �.
10 1 3 / , a0 r�j. 1 1
- - - -- - - - - -, — _ I ----- - - - - --
p_ _ !— >____.. . — - = -- _ - - -- — --- .1�_Klf� -- - -- — — _ - - - =
N- -- --- --- --- --- -- --- -- --- -- - - - ---
+
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QI... .... .... .... .... .... .... .... ...
I-I
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(A
OD 183 +00 184 +00...,.,.• ..............•... 1'85 +00 :::188 +00. - -- ......:::._`._::..:' —_ ---.. `.`.t870UA m
W - --
— i—==----- -I - - -- --- 1------= -1- - -- - - -i - - -F - -- - - --F -- -- - --I -- - -- i =- - - --
W
Z::::....::::....::::....::::....::::....::: :....::::....::::....::::...... Z
J I
... ..
1 . I.
Q 4 1 4 6 4 2 2+ 3
I . 12 4
1
2 2 CL 12 2
1 \1 00
1 _l W
CONSTRUCTION NOTES:
OCONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
O2 CONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
O4 CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
O5 REMOVE AND SALVAGE LUMINAIRE POLE AND LUMINAIRE. REMOVE JUNCTION
BOX AND ABANDON CONDUIT. REMOVE LUMINAIRE POLE FOUNDATION TO 24"
MIN. BELOW FINISH GRADE.
OCONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
10 SEE DUVALL PROJECT PLAN J005.1
11 SEE DUVALL.PROJECT PLAN J005.3
12 SEE DUVALL PROJECT PLAN J005.4
13 SEE DUVALL PROJECT PLAN J005
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
14208 CALL 48 HOURS O r "° ; FEDERAL WAY, WASHINGTON
'� BEFORE YOU DIG BERGER/ABAM 98003 -2600
IaNei �' E Np i N E E N,H 1 e C- VOICE: (206)431 -2300
-�� 1- 800 - 424 -5555 _
L-1 51—d m *d M 19 2008 1 07.'J.AV 6y A...f— RN-1 0120' NIFAPN7- 04 -OJII CAODI dxgrIlJ7JCO2d g Shye 1
- —
\ � W
5 2 4 1
0^0
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
LENGTH'
STATION .
OFFSET
MTG. HT.
9
B
250
2' -3"
183 +38
37.0' RT
33 FT
10
A
250
T -10"
183 +40
41.0' LT
33 FT
11
B
250
2' -3"
184 +56
39.0' RT
33 FT
12
A
250
V -10"
184 +41
41.0' LT
33 FT
13
B
250
V -10"
185 +71
40.0' RT
33 FT
14
A
250
3' -10"
185 +72
41.0' LT
33 FT
15
B
250
V -10"
186 +75
40.0' RT
33 FT
16
A
250
T -10"
187 +11
41.0' LT
33 FT
CENTER OF POLE TO CENTER OF LUMINAIRE
ILLUMINATION WIRING SCHEDULE
Q ._
RACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1 - #8
2
2
2
1 - #6
3
2
2
144
#4
4
4
ISPARE CITY ITS COMMUNICATION CONDUIT
BY I DATE I APPR
ARM
N PT-
EL
L
20 0 20 40 71 J
scale fleet KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
AN ,,.1, „, .s
„.
RENTON RECONSTRUCTION
DATUM PI n ' /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS P
roved For Constructiop / ILLUMINATION PLAN IL`Z
M Hnn P_7 SHEET2 9E£ 137i83
M
O
J
.I
00
CO
T
I
SW 1/4, SEC.3, T.23N, R.5E, W.M.
NW 1/4, SEC.3, T.23N, R.5E, W.M.
I i I .. •� I� Iu� 1
-q \'� —..J \ —�1�
I I j 'i 12 I y I I�
ti
d: LLI 10
- - --
/ 1
_- _ --
. 3 I1� I
4
I
_._� —__ _---- - -_ - --
J
- --- ----- -- - - - - --
+
22
+ I 2
00 T- I 3\
3 1 2 { T
HI f—LINIE'
DUVALL AVE. NE !
•• I- : : : :..... : : :.. :. : : : :..........
Op 188 +00 189 +00 " " " ' 190+ 1 1 +00" " " " " ' 192 +00 m
W-° +--- - - --F -- - - - • +----= --I - -- - --- 1--- - - - - -- ---- F - - - -- -- I---- - --+ -- -
JI �. ....IZ
21
U
QI 4 2 2 2 2 6 4 Q
CONSTRUCTION NOTES:
OCONSTRUCTION LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE .
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
O4 CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY OF
RENTON STANDARD PLANS SP J007, J014, AND J015.
O5 REMOVE AND SALVAGE LUMINAIRE POLE AND LUMINAIRE. REMOVE JUNCTION BOX
AND ABANDON CONDUIT. REMOVE LUMINAIRE POLE FOUNDATION TO 24" MIN.
BELOW FINISH GRADE.
O6 CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON STANDARD
PLANS AND SPECIAL PROVISIONS.
10 SEE DUVALL PROJECT PLAN J005.1
11 SEE DUVALL PROJECT PLAN J005.3
12 SEE DUVALL PROJECT PLAN J005.4
13 SEE DUVALL PROJECT PLAN J005
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
KC MAP NO. 316 -12
': - -- `? 33301 9TH AVENUE SOUTH
CALL 48 HOURS ' FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 - 424 -5555
fLme� E X.O. I N E E R-8 i x c. VOICE: (206)131 -2300
ai -0b FAX: (206)431 -2250
E7lPIRES .lME4ZOD9 King'County ,_--- _•,° No.
L.1 Savedo Wed Aw 192&"107 -MPAI by *-k— File A— k110041W#T- 04= 0311CAD01di XIIJ@JLOJdvg S.1e 1
REVISION
W
z
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MASTARM
LENGTH'
STATION
OFFSET
MTG. HT.
17
B
250
V -10"
187 +57
40.5' RT
33 FT
18
A
250
V -10"
188 +53
40.0' LT
33 FT
19
B
250
V -10"
188 +97
40.5' RT
33 FT
20
A
250
2' -3"
189 +93
39.0' LT
33 FT
21
B
250
3' -10"
190 +14
40.5' RT
33 FT
22
A
250
3' -10"
190 +92
41.0' LT
33 FT
23
B
250
3' -10"
1 191 +37
40.0' RT
33 FT
' UtN I LK Ut- HULL I U UtN I LK OF LUIVIINNIKt
ILLUMINATION WIRING SCHEDULE
X
RACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8 1
GREEN
1
2
2
1-#8
2
2
2
1-#6
3
2
2.
1-#4
4
4
ISPARE CITY ITS COMMUNICATION CONDUIT
I
20 0 20 40
scale feet KEY PLAN
'
, _ wwa, -71M, A a � CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE p�3/21/08
— a Nas ! �' RENTON RECONSTRUCTION "°a°°°
— mvnc P
ARIA g /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
�� DATUM proved For Construct' ILLUMINATION PLAN IL3
_ Q�JSG Fr
NO o c
13Y DATE APPR "g1O'E°jsc i seucuewx rt M. Hanson P.E. ate - SHEET 3"13883
C)
J
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d)
(y)
T
E,
A PORTION OF NW 1,14, SEC.3, T.23N, R.5E, W.M.
�
� 411'-� (4) - -- - -- --- - - - - -- - F1 /a\ i--v
— — — — — — — — — — — — — — — — — — — — — — — — — — --
- --= 5- 4 12 2
3
+
C14 5 3 3 I
.... .... I
07
z�............. .... .163 +b6 -. ED ......... 1s'4+bb.,.,..:..,., — 194+00
LLI
JI I
I —
_ .. ...4 .... .... 1 I
Q I
- - - -- - - - - - - -- - - —
F 7G5::- 1 a 4 3
�
LUM. NO.
CIRCUIT
WATTS
2 12
STATION
ill`f
A l "- o I
,
f
CONSTRUCTION NOTES:
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
OCONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
OREMOVE AND SALVAGE LUMINAIRE POLE AND LUMINAIRE. REMOVE JUNCTION
BOX AND ABANDON CONDUIT. REMOVE LUMINAIRE POLE FOUNDATION TO 24"
MIN. BELOW FINISH GRADE.
6 CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
12 SEE DUVALL PROJECT PLAN J005.4
15 LUMINAIRES TO BE MOUNTED ON SIGNAL POLES.
SEE DWG TS1 - TS3.
17 CONSTRUCT TYPE 25TA JUNCTION BOX PER DUVALL PROJECT PLAN J016.1 &
J016.2 & SPECIAL PROVISIONS.
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE. OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 -UG16.
T'-01K-at-oS1-800-424-5555 KC MAP NO.316 -12
33301 9TH AVENUE SOUTH
CALL 48 HOURS *_. FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BEI2GER/ABAM 98003 -2600
-__ a -• -.-. (206)431 -2300
Lnf Snmd - Wed A 19 2W3 01 02.-J(PA1 b/ Arab— a% N e Or 12004IFAW- 04- 03210"l6gs I139- 1ZN..&g . 5,&v 7
NO. I REVISION
3
f—
W
�ll
V) .■
N
I
I`
1 3
.... .... ....I�
DUVALL AVE. NE I
196+00 197 +00 I Dp
-- - -� - -- - -- I -- - - I - --I{ W
.. IJ
I=
U
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MASTARM
LENGTH*
STATION
OFFSET
MTG. HT.
24
A
250
T -10"
192 +33
40.0' LT
33 FT
25
B
250
T -10"
192 +69
40.0' RT
33 FT
26
A
250
T -10"
193 +74
40.0' LT
33 FT
4
B
250
2' -3"
194 +12
39.0' RT
33 FT
28
P7
C
250
2' -3"
196 +25
39.0' LT
33 FT
2 9
D
1 250
1 T -10"
1 196 +83
1 40.0' RT
33 FT
"CENTER OF.POLE TO CENTER OF LUMINAIRE
ILLUMINATION WIRING SCHEDULE
X
RACEWAY
CONDUIT SIZE IN
ILLUMINATION WIRES
REMARKS
#4
#6
#8
1 GREEN
1
2
2
1 - #8
2
2
2
1 - #6
3
2
2
1-#4
4
4
SPARE CITY ITS COMMUNICATION CONDUIT
5
2
4
2
1 - #4
6
[21
6
f2
1 - #4
7
[31
8
[2]
1 [1 - #41
[ #1 DENO- ES CONDUIT /WIRING INSTALLED AS PART OF SIGNAL SYSTEM. SEE SHEET TS1.
BY I DATE I APPR
NAS
ARM uo,z DATUM
JSGx fxcx
scve r
JSG
d
20 0 20 40 i —1
scale feet KEY PLAN
JAI a,o
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
RENTON RECONSTRUCTION
ng /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS�xg
pproved.For Constrvctlo ILLUMINATION PLAN IL4
3 SHEET 4
art u Hnncnn P F- � 139 163
t
�...�-
LO
0
J_
OI
r
I
li
I,
I
\ I
I
A PORTION OF NW 114, SEC.3, T.23N, R.5E, W.M.
I- ---------------- L--------- - - - - -- - - -- .7\
+ 30 33
1 2 1
I DUVALL AVE. NE
:::. .... :::: .... :::: .... ..:.....::::....... .: ::::::::::::...................
00
W- --- -f - - -- - - -- i -- -- - + - -- --F -- - - - - --
=I .... ....
`_
I I 'I
I
i
CONSTRUCTION NOTES:
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
(D CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
OCONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
12 SEE DUVALL PROJECT PLAN J005.4 .
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 -UG16.
CALL 48 HOURS 333019TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
IQy BEFORE YOU DIG O BERGERk/ABAM 98003 -2600
- a+-e81 -800- 424 -5555 -_- _ E N e I N E P t I N VOICE: (206)431-2300
Los(S .d an WM Nor /9 ZIXA4 0l O7.IS°V by A—b— RN R I2L IFAPN7 --04 -0721 C4W ddrys I10-105C„g store• /
O
r
1 1... I04
U)
200 +00 201 +00'
W
IZ
12
.. _ 2 6 4 3 Q
i I I I
LUMINAIRE SCHEDULE
1
E-•
W
WATTS
MAST
* LENGTH
LENGTH"
STATION
OFFSET
MTG. HT.
30
C
250
2' -3"
197 +66
39.0' LT
33 FT
31
D
250
T -10"
197 +97
40.0' RT
n
10 I
�Il
C4
r 3
I- ---------------- L--------- - - - - -- - - -- .7\
+ 30 33
1 2 1
I DUVALL AVE. NE
:::. .... :::: .... :::: .... ..:.....::::....... .: ::::::::::::...................
00
W- --- -f - - -- - - -- i -- -- - + - -- --F -- - - - - --
=I .... ....
`_
I I 'I
I
i
CONSTRUCTION NOTES:
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
(D CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
OCONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
12 SEE DUVALL PROJECT PLAN J005.4 .
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 -UG16.
CALL 48 HOURS 333019TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
IQy BEFORE YOU DIG O BERGERk/ABAM 98003 -2600
- a+-e81 -800- 424 -5555 -_- _ E N e I N E P t I N VOICE: (206)431-2300
Los(S .d an WM Nor /9 ZIXA4 0l O7.IS°V by A—b— RN R I2L IFAPN7 --04 -0721 C4W ddrys I10-105C„g store• /
O
r
1 1... I04
U)
200 +00 201 +00'
W
IZ
12
.. _ 2 6 4 3 Q
i I I I
LUMINAIRE SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST
* LENGTH
LENGTH"
STATION
OFFSET
MTG. HT.
30
C
250
2' -3"
197 +66
39.0' LT
33 FT
31
D
250
T -10"
197 +97
40.0' RT
33 FT
32
D
250
T -10"
199 +39
40.0' RT
33 FT
33
C
250
2' -3"
199 +07
39.0' LT
33 FT
34
D
250
T -10"
200 +23
40.0' RT
33 FT
35
C
250
T -10"
200 +22
40.5' LT
33 FT
36
C
250
2' -3"
201 +40
39.0' LT
33 FT
37
D
250
3' -10"
201 +39
40.0' RT
33 FT
' OENTER OF PULE 10 (;ENI ER OF LUMINAIKE
ILLUMINATION WIRING SCHEDULE
X
RACEWAY
CONDUIT SIZE
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1 -#8
2
2
2
1 -#6
3
2
2
1- #4
4
4
SPARE CITY ITS COMMUNICATION CONDUIT
10
4
1
1 2
1 148
ICONNECTTO IRRIGATION
20 0 20 40 i� T
Scele feet KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE X3/21 /08
xo„amnr: xe ,aaSYn, S: N—
"^S RENTON RECONSTRUCTION
ortw,e ARM Plo g /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
J „o „a
DATUM proved For constructio ILLUMINATION PLAN IL5
SG E ,� pE Ixa
.REVISION BY DATE APPR jsG „cxar Robert M. Hanson P.E.te SHEETS X140 183
T
z
3
2 4 1 3
i2
IQI ...
G7
J3 i 202 +OU':: 0 3
Lij
- - - -- _ ---
A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M.
1\
♦
I\
h♦
II 3
COAL CRE>}' PARKWAY
203 +00 ..If • : • . , SE ....
—N- -_ - -�
3
2 II
/3Z - ------ — - — --- 1 --- ---------- —
4 1 •— �.
3 2
6 3
2
CONSTRUCTION NOTES:
O1 CONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURERS RECOMMENDATIONS AND SPECIAL PROVISIONS.
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
O4 CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
O6 CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
14 SEE DUVALL PROJECT PLAN 1005.2
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
uzoe CALL 48 HOURS '` ; FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER ,4BAM 98003 -2600
t -a�08 1 -800- 424 -5555 E " ° ' " ` �" " " °' VOICE: (206)431 -2300
+.
EIPM a?E 4, 20D9 King County
��� FAX: (206�t31 -2250 N0.
Lost S—d on led N 19 X& aL 07.'J5PJLby Ao ..1-- fa Nona• Or l2X 4lFAP #7- 0l- 0J2lC401d4ysll4l- 20Sdwq Sco /e: /
REVISION
1
z 1
W1~
�IU0
X12
2 1 14 1 3 / �'
- -- - - -- - -- - --
-- -- ----------- - - - - -- - = \ To
_ — —
-LINE \`L
205 0u_-
w
\
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
LENGTH`
STATION
OFFSET
MTG. HT.
38
C
250
3'-10"
202 +38
41.0' LT
33 FT
39
D
250
T -10"
203 +00
40.0' RT
33 FT
40
C
250
T -10"
203 +34
39.0' LT
33 FT
41
D
250
T -10"
204 +15
40.0' RT
33 FT
42
C
250
T -10"
204 +80
39.0' LT
33 FT
43
D
250
T -10"
205 +35
40.0' RT
33 FT
44
C
250
T -10"
206 +10
39.0' LT
33 FT
45
D
1 250
T -10"
206 +54
40.0' RT
33 FT
' GEN Fr_- K OF YULE I U GEN I tK OF LUMI NAI Kt
ILLUMINATION WIRING SCHEDULE
ACONDUIT
RACEWAY
SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
2
3
2
4
4
SPARE CITY ITS COMMUNICATION CONDUIT
ARM
BY I DATE I APPR I sG
^�� DATUM
r rw swc
d
20 0 20 40 �; J
scale feet KEY PLAN
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE w'u3/21/08
RBNTON RECONSTRUCTION
ing /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS '
pproved For Constry�t' ILLUMINATION PLAN IL6
1 ,. �_____ o� !�� . SHEET6 — tot 183
NI
d'
T
A,PORTION OF; NW 1/4, SEG.3, T.23N, R.5E, W.M.
C
4
CO/
v
�VZI
—LINE 210 +0�� - - 0)
209 +00 __ —_—}'_ ' --
\ COAL CREEK AP RKWAY SE _
CONSTRUCTION NOTES:
OCONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
O2 CONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
O4 CONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015:
O6 CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS. 1 2 3
O7 CONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER S15
CONSTRUCT POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
14 SEE DUVALL PROJECT PLAN J005.2
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
KC
1 CALL 48 HOURS 33301 -9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
BEFORE YOU DIG BERGER/ABAM 98003 -2600
t-e81 =800 -424 -5555 E N e 1 N E E R 1 N c. VOICE: (206)131 -2300
owes aNea,ZOrn I�Ifl COUn f` FAX: (206)131 -2250
9 tY 'yam
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r
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2
"_. 2 4
_ 2 4
1 11
LUMINAIRE SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
STATION
OFFSET
MTG. HT.
46
C
250
T -10"
207 +29
39.0' LT
33 FT
47
D
250
3' -10"
207 +84
40.0' RT
33 FT
48
C
250
3' -10"
208 +43
39.0' LT
33 FT
49
D
250
T -10"
208 +90
40.0' RT
33 FT
50
C
250
3' -10"
209 +88
40.0' LT
33 FT
51
D
250
T -10"
210 +46
39.6' RT
33 FT
52
C
250
3' -10"
210 +92 [1]
35.8' LT
33 FT
53
D
250
1 T -10"
211 +46
36.6' RT
33 FT
- laN I tll Vt- t'VLt I U UtN I tK VI^ LUMINAIKE
NOTE: [1] COORDINATE FOUNDATION CONSTRUCTION WITH SOLDIER PILE
WALL
ILLUMINATION WIRING SCHEDULE
A
RACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1 - #8
2
2
2
1-#6
3
2
2
1 - #4
4
1 4
ISPARE CITY ITS COMMUNICATION CONDUIT
ow.m ARM �� DATUM
J SG
°b.
N0. REVISION BY DATE APPR I SSG
a�
20 0 20 40 j r `•11 J
scale feet KEY PLAN
S� CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
'-4N RENTON RECONSTRUCTION
ng /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
provedaFor Construct** ILLUMINATION PLAN IL7
SHEET?
0
00
CD
J_
I
C7
r
A nC KIXA/ of /A CCr' Q T r)Q 1 D CZC XA/ nA
i
1
CONSTRUCTION NOTES:
O1 CONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
O2 CONSTRUCT TYPE 1 JUNCTION BOX ' PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
OCONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS. 1,2,3
O7 CONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER S15
CONSTRUCT POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
OCONSTRUCT JUNCTION BOX WITH CONDUIT STUB FOR FUTURE TRAFFIC
SIGNAL LOOP BY OTHERS.
14 SEE DUVALL PROJECT PLAN J005.2 g
CONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER S10
16 CONSTRUCT POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
17 CONSTRUCT TYPE 25TA JUNCTION BOX PER DUVALL PROJECT PLAN J016.1 &
J016.2 & SPECIAL PROVISIONS.
16 SEE DUVALL PROJECT PLAN J005.5
KC MAP NO. 316-12
:ALL 48 HOURS .
IEFORE YOU DIG
- 800 -424 -5555
L- 1.5orcd m Wed Mor 1010 8 .1 07•.TOPM by An k— M P. 17057 4IFAP#7 -of -0711 C4,V ldigs ll4U 08diy Sc k 1
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE .ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT.
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
2. ILLUMINATION AND COMMUNICATION CONDUITS ON -iHE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
i 33301 9TH AVENUE SOUTH
! FEDERAL WAY, WASHINGTON
4M 98003 -2600
" c• VOICE: (206)431 -2300
FAX: (206)431 -2250 FN
REVISION
" ARM
BY I DATE - I APPR I -jsc
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
LENGTH*
STATION
OFFSET
MTG. HT.
54
C
250
3' -10"
212 +20 [1 ]
33.3' LT
33 FT
55
D
250
T -10"
212 +77 [2]
35.8' RT
33 FT
56
C
250
3' -10"
213 +48 [1 ]
33.4' LT
33 FT
57
D
250
T -10"
214 +20 [2]
35.8' RT
33 FT
58
C
250
T -10"
214 +68 [1 ]
33.3' LT
33 FT
59
D
250
T -10"
215 +15 [2]
36.7' RT
33 FT
60
C
250
T -10"
215 +92 [3]
36.3' LT.
33 FT
ULN I LK UI- NULL I(_) UtN 1 LK Ur LUMINAIKL
NOTE: [1] COORDINATE FOUNDATION CONSTRUCTION WITH SOLDIER PILE
WALL
NOTE: [2] COORDINATE FOUNDATION CONSTRUCTION WITH STRUCTURAL
EARTH WALL
NOTE: [3] COORDINATE FOUNDATION CONSTRUCTION WITH REINFORCED
CONCRETE RETAINING WALL
ILLUMINATION WIRING SCHEDULE
X
RACEWAY
CONDUITSIZE IN
ILLUMINATION WIRES
REMARKS
#4
#6
#8
..GREEN
1
2
.2
1 - #8
2
2
2
1 - #6
3
2
2
1 -#4
4
4
SPARE CITY ITS COMMUNICATION CONDUIT
8
2
SPACE FOR FUTURE TRAFFIC SIGNAL
LOOPS /EVPE DETECTOR
9
4
SPARE CONNECTION BETWEEN CITY-ITS
COMMUNICATION CONDUIT AND TRAFFIC
SIGNAL CONDUIT
RENTON
TLE
20 0 20 40 �
scale feet KEY PLAN
am
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE ..3/21/08
.9 RENTON RECONSTRUCTION
ing /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
pproveda For construct! ILLUMINATION PLAN IL.8
M. SHEET 8 � 143 183
DATUM
"��
r
s wr we wcx
s�
RENTON
TLE
20 0 20 40 �
scale feet KEY PLAN
am
CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE ..3/21/08
.9 RENTON RECONSTRUCTION
ing /Building/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
pproveda For construct! ILLUMINATION PLAN IL.8
M. SHEET 8 � 143 183
0
NI
T
/
/
ry
co
m
/ 4�
CONSTRUCTION NOTES:
OCONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
OCONSTRUCT LUMINAIRE POLE FOUNDATION AT BACK OF SIDEWALK PER CITY
OF RENTON STANDARD PLANS SP J007, J014, AND J015.
O6 CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS. @2�3
OCONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER
CONSTRUCT POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
11 SEE DUVALL PROJECT PLAN J005.3
14 SEE DUVALL PROJECT PLAN J005.2
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE.
A PORTION OF-I W 1/4, SEC.3, T.23N, R.5E, W.M.
.-- - -�� -- .rte ^IS.�•Gx �: /� /.i,.L '�i.:- r —'..1� : /.�.�.. /.L
1
1
IN
ZA+00 U1
�m
l
'a
_ �-�
i
_.... _ _...— ...................._ i
1 �
i
2
2 4 '
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
STATION
OFFSET
MTG. HT.
46
C
250
T -10"
207 +29
39.0' LT
33 FT
47
D
250
T -10"
207 +84
40.0' RT
33 FT
48
C
250
T -10"
208 +43
39.0' LT
33 FT
49
D
250
1 T -10"
208 +90
40.0' RT
33 FT
50
C
250
T -10"
209 +88
38.8' LT
33 FT
51
D
250
T -10"
210 +46
40.9' RT
33 FT
52
C
250
T -10"
210 +92 1 ]
34.5' LT
33 FT
53
D
250
T -10"
211 +46
37.9' RT
33 FT
* CENTER OF POLE TO CENTER OF LUMINAIRE 7�
NOTE: [1] COORDINATE FOUNDATION CONSTRUCTION WITH SOLDIER PILE
WALL
ILLUMINATION WIRING SCHEDULE
Q XRACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1-#8
2
2
2
1-#6
3
2
2
1-#4
4
4
SPARE CITY ITS COMMUNICATION CONDUIT
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
S. GU
04 KC MAP NO.316 -12
REVISION NAS 8/26 /08
33301 9TH AVENUE SOUTH
GALL 48 HOURS "� FEDERAL WAY, WASHINGTON NAS
BEFORE YOU DIG BERGER/ABAM 98003 -2600
1- 800 - 424 -5555 VOICE: (206)431 -2300 iSG� DATUM
F7(PIA6 7ME 4, 80D —i King County - FAX: (206)431 -2250 NO. REVISION BY DATE APPR "^O1jss
L rl Sa d cw *d Am 27208 of la57A# br.Wom Fde #— a I76174IfAPW7- 04- 03TIC401 drosI742 A07.du &.I • I
20 0 20 40
scale feet KEY ;PLAN
E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08
RENTON RECONSTRUCTION
Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS w.,o,m
Approved For Construction ILLUMINATION PLAN �L7
�e+ „ W-- PF rl„te SHEET7 '°",a2 ;a:
0
J_
CrJI
r
0 DnDT1nn1
nP KIXA/ 111 qPr.. I T TIN R SF W M
CONSTRUCTION NOTES:
OCONSTRUCT LUMINAIRE POLE FOUNDATION. PER CITY OF RENTON STANDARD
PLAN SP J007 AND POLE, BRACKET ARM AND LUMINAIRE PER LUMINAIRE
SCHEDULE, MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
OCONSTRUCT TYPE 1 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN
SP J016 AND SPECIAL PROVISIONS.
GENERAL NOTES:
1. THE JUNCTION BOX AND CONDUIT LOCATIONS SHOWN ON THESE
PLANS ARE APPROXIMATE AND MAY BE ADJUSTED TO FIT FIELD
CONDITIONS AS APPROVED BY THE ENGINEER PRIOR TO BEGINNING
THE AFFECTED WORK. ILLUMINATION JUNCTION BOXES SHALL
GENERALLY BE LOCATED WITHIN SIDEWALK AREAS AND ADJACENT
TO THE EDGE OF SIDEWALK CLOSEST TO THE LUMINAIRE POLE-
O
CONSTRUCT CONSTRUCT TYPE 2 ITS SYSTEM JUNCTION BOX PER CITY OF RENTON
STANDARD PLANS AND SPECIAL PROVISIONS. 1 2 3
2. ILLUMINATION AND COMMUNICATION CONDUITS ON THE EAST SIDE
OF DUVALL AVENUE /COAL CREEK PARKWAY SHALL BE INCLUDED IN
THE JOINT UTILITY TRENCH. SEE DWGS UG1 —UG16.
OCONSTRUCT
CONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER S15
POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
ON THE WEST SIDE OF DUVALL AVENUE /COAL CREEK
STATION
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
ALL BE OFFSET 1.0' FROM FACE OF SOLDIER PILE
54
JUNCTION BOX WITH CONDUIT STUB FOR FUTURE TRAFFIC
6
FLUMINAIRES
OCONSTRUCT
SIGNAL LOOP BY OTHERS.
S10
14
SEE DUVALL PROJECT PLAN J005.2
ON THE EAST SIDE OF DUVALL AVENUE /COAL CREEK
ALL BE MOUNTED ON TOP OF CONCRETE CAP. SEE
250
CONSTRUCT CONDUIT AND LUMINAIRE FOUNDATION PER S10
S13A.
16
CONSTRUCT POLE BRACKET ARM AND LUMINAIRE PER LUMINAIRE SCHEDULE,
1
C
MANUFACTURER'S RECOMMENDATIONS AND SPECIAL PROVISIONS.
T -10"
17 CONSTRUCT TYPE 25TA JUNCTION BOX PER DUVALL PROJECT PLAN J016.1 &
J016.2 & SPECIAL PROVISIONS.
18 SEE DUVALL PROJECT PLAN J005.5
LUMINAIRE
SCHEDULE
LUM. NO.
CIRCUIT
WATTS
MAST ARM
LENGTH*
STATION
OFFSET
MT
54
C
250
T -10"
212 +20 1
33.3' LT
55
D
250
T -10"
212 +77 2
5.8' R
33 FT
56
C
250
T -10"
213 +48 [11
3 . ' T
33 FT
57
D
250
3' -10"
214 +20 [2]
35 T
33 FT
58
C
250
T -10"
214 +68 [1 ]
3.3' L
33 FT
59
D
250
3' -10"
215 +15 [2]
36.7' RT
33 FT
60
C
250
T -10"
215 +92 [3]
1 36.3' LT
33 FT
SEE GENERAL
NOTES 3 & 4 Q
1
ILLUMINATION WIRING SCHEDULE
X
RACEWAY
CONDUIT SIZE (IN)
ILLUMINATION WIRES
REMARKS
#4
#6
#8
GREEN
1
2
2
1 - #8
2
2
2
1 - #6
3
2
2
1 - #4
4
4
ISPARE CITY ITS COMMUNICATION CONDUIT
8
2
SPACE FOR FUTURE TRAFFIC SIGNAL
LOOPS /EVPE DETECTOR
9
4
SPARE CONNECTION BETWEEN CITY ITS
COMMUNICATION CONDUIT AND TRAFFIC
SIGNAL CONDUIT
RENTON
TLE
20 0 20 40 /. -e- — _
S. Qtr scale feet KEY PLAN
oy KC MAP NO. 316-12 „E
s,Ma
REVISION NAS 8/26 CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/21/
°t 33301 9TH AVENUE SOUTH
�4Eae CALL 48 HOURS FEDERAL WAY, WASHINGTON " =1 N RENTON RECONSTRUCTION
BEFORE YOU DIG O BERGER /ABAM 98003- 2600nRM �� DATUM Planning /Building /Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS
tq�7, 8s' E N e I N E ERE I N c. VOICE: (206)431 -2300 aam Esc �a� Approved For Construction ILLUMINATION PLAN ILS
1- 800 - 424 -5555 FAX: (206)431 -2250 N0. REVISION BY DATE APPR �+�� ®°n SHEET 8 'a"
Dlplp(5 aME 4, King County ,,, asG Robert M. Hanson P.E. Date 143
Lost S-d w NEd Auo 27203 or WAV ar Wow ra Nana• a 120041F #7 -w -attl cnavl d IIC- asdm 5cde I