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NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE
P-11-ES)'"'RIAN SK"NA1 PDX WALUHLLNb
SIC,NAL FOLE
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
SIGNAL �B-0"'-" RENTON, WASHINGTON
'x
SDMH RIM=400.97 POW- R i Do�f
E- . ...... (ADJUST RIM TO NEW GRADE)
I R 0 f-` SSMH RIM=,-�94,90
1 =20'
2 C 0 N C E 197, 4
10 20 40 ii 2 C RIM -`,0 4,82
j �11 C W
24" C00` 3 -76 9, 0,
b ("B 1YR I R I M 3'9j 8, 1'5()
1 C 0 N C" =7 - 4, M I' NW=386,1
X Z C NC W
LIJ k P:1 I RIM=,391 `13'
x .394 ,40 -11- 8 M P SSEr386,08
-89,93
X -1C- CDN W CMP
Z
C kil P W=389�,93
SI G N A L
/, ' 2';?, -41" -4
P(OH) 4--
E-9 0
N,
(A � `1 70H)
Cp
FND FINISH NAIL IN CONC \lq 1��
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IN CASE -CITY OF RENTON !NF7 "
0
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SURVEY - - - - - db
me =012 -j C�
SURVEY CONTROL NO. 1503 z
to 0D d
a. Lf? it n \d V --------- --------- ----
NW CORNER SECTION 15 �!e 0 :-j C) 0
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R I M 4 10) 1 . 1
to Q Ln C,� CN
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m +
0 C11
m
P V S=�',,'31 533 NE 4TH STREET +
m m Im r.
(C9 0 1�� S88003
8 PVC E=391,58 z 1 2,60 .46' (BASIS OF BEARING
ie 11+00 Z
0 . .....
50
GS
--z
8' PvU W=J�l 3 00 — -- — ------- - - — ----- ---
15� . . ...... . .... ------
-x . .... . . ..... 4- Lu 14+00 43 _ --Z23.24'
E NE� DA RAMP
2 G �S i "I 7p-, �,771
G PER C.O.R. MATCH RA DE
IG — I
----- --------- ------ PER C.O.R. NEW BUS STOP SHELTER: PAD P
---- EX. 12 W --------------- DETAIL DRIVEWAY A NEW 40"
W 1?01\) T.,...5.TD., DETAILS ON SHEET C9. H WIDE
STD. DETAIL MATC
F010. F004 N0-17L?-�`USE TYPE 622 FOOTING 6WEWAY AD ST. RIM TO NEW �,DE)
G EX. GRADE l' M H 11 JU-
EX. OW ER POLE G
NV G STD. DETAIL F004 RIM=395.35 IM=391
PER C.O.R. SDMI--i
UKK 6 G CMP S 8 9,5 3
1--B TYPE I RIVI-1-40-11,09 A'- AS" --' —G �Nw` K
' -T, If - -- - - - . -
TO B %LOCKHE9 -7 - --- - - - - - - - - G 56" AD'S S=`82 66
G G 7
39837 7 77 - - - - - ---
7-
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X �PL - ' , '' ,
r� PEWW--.�X[Epp, q@ib, Guiltm, .=J
7, 7- :39437 ND
12" CON(,', E=-99.16
Z 11,0NC S-1-5199-1.16 J�
i 61CAWN --------- A D JIDEWA AND
04-.5 394.23
09 f x PAVEMENT CURB, -,,r-t
1" D1 W=-599,16 4f . E aND )EWALK.
NP - 11, 11 x
T4 I— / �s u - 1�\ i.-I 1 9 7
rs
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4 ....... . ... . ...
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PROPOSED ..... ....
4L>.z-- 9A0 T-TURN SIGN
4 S-111i, 8' R.O.W.
x
PER DETAIL 'I HIS SHE
>1\ J9
NEW BUS SHELTER. &POSED
CB "YPE 1 RIM=4' DEDICATION
CONTRACTOR COORDINATE ... 8' R.O.W.
9,09 0 --1 \ ,
Cn�� CON N E CO
... �4 . &I YELLOW CEN ER�IMEX
397.6--, .... KC MEMO- SIT FOR LOCATION ...
Z,
I F BUS STOP SIGN.
).7 PAVEMENT MARKI G1
98.00
30
"I"N A
04-1wirm do 16 1 o-1 0 1110 10 1 ®I m I I 1 397.4- EX. 1 Y2 WATER METER RIGHT OF WAY CENTERLINE 50' HALF RIGHT OF WAY
TO BE RELOCATED TO
NEW STOP SIGN
4- �a
M
z-
-6-F D
4EX* GRADE
QFi III
MATCHLINE, SEE SHEET C4 25' YELLOW CENTERLINE AND RIGHT-TURN SIGN BACK OF WALK AND USED EXIST. 42' HALF RIGHT OF WAY EXIST. 42' HALF RIGHT OF WAY 8 R.O.W.
PAVEMENT MARKING PER DETAIL THIS SHEET FOR NEW BUILDING. DEDICATION
EX. FIRE HYDRANT TO BE EXIST. 30' EXIST. 30'± 1
STOP REMOVED AND REPLACED WITH:-.// 21'± 1 NEW ASHALT 61
25 LF 6" DI EXTENSION 12' ± 50 P BIKE ME IDEWALK
12' MIN 1-M ASSY. PER C.O.R. SIDS.
2e STD. 0
FROM
rn EDGE
OF SIGN
o POST;
:D GALVANIZED 2"X 2"
z < SQUARE PERFORATED ONLY
z 14 GAUGE TUBING
0 0
o Z
ANCHOR:
GALVANIZED 30" x 2 1/4'
--- TUBULAR ANCHOR OR
APPROVED EOUAL.
0
< z Z
0 016"ERGALVANIZEO o
o RN BOLT,
z JAM
z 0 �Y, IV WASHER, AND
N 0
UT
"N
0
z
0
< ANCHOR
SHALL BE
PLACED IN 0
�j CONCRETE
0
STOP SIGN DETAIL
NOT TO SCALE
File:P:\l 3000s\1 3240\engineering\l 3240-rl,dwg Date /Time:? /8/2008 2:36 PM Scale: 1
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT
TO EDGE OF EXISTING CEMENT CONCRETE
PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT
LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT.
EXIST. LANE
±13' ±12' ±13' _
EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE
EXIST. ASPHALT PAVEMENT
80
NEW LANE
6"
2% MAX.
IIIIIIIIIII&MIm— 3:1 '-
0 0 MAX
4" THICK CONIC. SIDEWALK
CONIC. VERTICAL CURB & CUTTER
o
EXIST. 4" WIDE WHITE RPMS (TYP.)
3Afj ,
WASH
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E 4TH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
x
,
Z44
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GROUND AT ZR/W
7:
7:
X
CD 0
NOT TO SCALE
F-- Z
400
777
400.
PROPOSED GRADE AT GUTTER LINE ...
q
..........
8 WATE R
0 z Ld
...... . .. ..
7
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LINE
--------
IL -j
LLj
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395
X o Z
Z
< w z
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:CB TYPE 1
LL
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�
00
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39
........ 1:27.:.CONC-�
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W�-394.40 12" CPEP SIN 37
12"
� �.. .... -
CONIC E=394.42
0 N zm
12
CONC. W=394.42
EX WATER LINE
oo 04 r- 5;
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8"
CONIC. N �394.:62
EX. CB TYPE I
.
q
Z LIJ UJ LLJ
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AT �RAW
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< z
0
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(or)
z
0
Lr) C14 C14 z
---1 1-" LLI
ILO U-)
N C4 Z C4 =4 >
w
00 LLJ > 5
LLJ
v- 00
o-
File:P:\l 3000s\1 3240\engineering\l 3240-rl,dwg Date /Time:? /8/2008 2:36 PM Scale: 1
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT
TO EDGE OF EXISTING CEMENT CONCRETE
PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT
LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT.
EXIST. LANE
±13' ±12' ±13' _
EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE
EXIST. ASPHALT PAVEMENT
80
NEW LANE
6"
2% MAX.
IIIIIIIIIII&MIm— 3:1 '-
0 0 MAX
4" THICK CONIC. SIDEWALK
CONIC. VERTICAL CURB & CUTTER
o
EXIST. 4" WIDE WHITE RPMS (TYP.)
3Afj ,
410
+
0 0
C-4
C-)
Q
m
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
V
m
w
a-
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w
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m
w
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z
0
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z
Opp,
CO
40508
�z
A-25
4 1/4" MINIMUM COMPACTED DEPTH GRAVEL BASE
w -z
zm
ION -A
N STREET SECT A
E 4TH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
File:P:\l 3000s\1 3240\engineering\l 3240-rl,dwg Date /Time:? /8/2008 2:36 PM Scale: 1
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT
TO EDGE OF EXISTING CEMENT CONCRETE
PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT
LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT.
EXIST. LANE
±13' ±12' ±13' _
EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE EXIST. LANE
EXIST. ASPHALT PAVEMENT
80
NEW LANE
6"
2% MAX.
IIIIIIIIIII&MIm— 3:1 '-
0 0 MAX
4" THICK CONIC. SIDEWALK
CONIC. VERTICAL CURB & CUTTER
10+00 11 +uu I d--Vvw
NE 4TH STREET
1 "=20' H 1 "=5' V
RHERRON Xref: , z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali,dwg, z13240—pp.dwg, z1 1556—s.dwg 3
-4E 4TH 8T. RD. IMP. SHEET C3
EXIST. 4" WIDE WHITE RPMS (TYP.)
410
+
0 0
C-4
''I'll ''I'll
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
CONTRACTOR TO FIELD LOCATE
LIMITS OF EXISTING CONCRETE
4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE
w .. ...
PAVEMENT
2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE
NEW 4" WIDE WHITE PAINT
z
0
N
4" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE
40508
�z
4 1/4" MINIMUM COMPACTED DEPTH GRAVEL BASE
w -z
zm
ION -A
N STREET SECT A
E 4TH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
.... ..
,
Z44
EX"
GROUND AT ZR/W
NOT TO SCALE
400
777
400.
PROPOSED GRADE AT GUTTER LINE ...
q
..........
8 WATE R
...... . .. ..
7
EX. GROUND AT GUTTER, LINE
LINE
--------
..... .
395
395
EX.
:CB TYPE 1
'7-
RIM- 398:3.0 CB #1 TYPE I.
EX.
RIW--396�62
CB TYPE I
�
...........
390
oi .... .
39
........ 1:27.:.CONC-�
12?'tONC.
E 3 9A.,3:5 ... .. RIM=396M
W�-394.40 12" CPEP SIN 37
12"
� �.. .... -
CONIC E=394.42
12
CONC. W=394.42
EX WATER LINE
8"
CONIC. N �394.:62
EX. CB TYPE I
.
q
RIM- 391.83
EX. GROUND
AT �RAW
12" CMP E= 389-93
85
10+00 11 +uu I d--Vvw
NE 4TH STREET
1 "=20' H 1 "=5' V
RHERRON Xref: , z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali,dwg, z13240—pp.dwg, z1 1556—s.dwg 3
-4E 4TH 8T. RD. IMP. SHEET C3
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0
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0
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24661
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0
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0
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<<, WAS/ //
O
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>
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ANCHOR:
GALVANIZED 30' x 2 1/4"
TUBULAR ANCHOR OR
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0
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5/W 0
CORNER BOLT, 0
WASHER, AND JAM
NUT
ANCHOR
0
SHALL BE 0
PLACED IN
CONCRETE
0
STOP SIGN DETAIL
NOT TO SCALE
7D V.
e%
WALGREENS -_
X <
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. m CIO
m M
RENTON, WASHINGTON cc_ co
<:
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CD
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F7-1 CD
Q7)
C-) z
0
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CD 0 2--
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4-
-4 EX. 1 WATER METER
- -1-
TO BE RELOCATED TO
BACK OF WALK AND USED
k-
4-
FOR IRRIGATION. INSTALL
BACKFLOW PREVENTOR.
f
57
r 1.2, 0
4- 4--
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R;R cp
DRI ------- If
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----------
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NKMW 4
0�
F II'
�Sdl EX� 3691
SS
ss — 4)—Z2r-+� SS SS -------- SS ss SS SS SS SS
23+00 S" SS SS 11
SS Ss 1"D
SS -ti +00 SS SS �=\n
------ 4— - 22+00 UN N AVE NE s' LOCATION
0
6, POWER PO
--------------------- --------- EX. POE PO �i
---------- EX. -U-MM -TO --------------- EX. 16 W ----- _VX_� ------- EX. GAS VALVES.
NOO*57'2'"E
:'S.- ------------------------- 2649.89
X. ---------
SIDEWALK
REMAIN. MATCH ITJ EX. GAS, MATCH 16 -------- -- ----------
11 ,CONNECTION TO NEW STOP SIGN PER LN "� X, 12 W__
MATCH TO I
G
PROPOSED GRADE PROPOSED -GRADE.
MATCH EX. GRADE
'M C:)-
II
UNION AVE. DETAIL THIS SHEET MATCH �'SED�GWE G
G OP6 - tk P NA
G G x 8" GAS
------------------------------------------- G G MAT E
G G 402.7
------------- G G G EX. GRADE
-------------- ----------- AS— G 7A_L7Q
n 7 ;Z; '/"I m S) s 0 dl� Iq
AV, �1'
J� 1 11 N00*57'26"E " - 83.43"
7
M
M C-) M P
EXIST. 22'
EXIST. ASPHALT PAVEMENTI
P'Y[qT WHITE PPKAq
SAWCUT EXIST. PAVEMENT
f11'
EXIST. LANE
SID
t11'
EXIST. LANE
6
1' NEW I
ASPHALT I
\ I 1 �4" THICK CONC. SIDEWALK
CONC. VERTICAL CURB & GUTTER
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE
2%
2I J
..f- ......... ......... -z- -u-u1Nu'.- N='+uu..'+�) ...... ... ... tA. - kiKWNU -Al - It -K-/W . ..... ....... ......... : * ..... * * : ......
t5 z Lr) N 04 Z F . . : ' ' * * ..... : ......... ... ... ......... 12 C 0 N 167—
.... ......... ... I ..... ......... ......... ... ..... I ... ......... ......... .. ..... ......... ...... I .. ......... ......... ......... ......... ..... ... ......... ... I ..... . ...... ......
Lo ... ......... : I
O ui j . ...... EX. -S-SMH
....... ...... ......... :1 2"'CoNc,' S ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 12". CONC:. -S=-399.16 -
.. . ... . ..... ........... - - - ------ ---------- ----------------- --------------- ............ -- - -- - ------- - -- - -- ------- -- - - - ------- — - - - __ — — - — -------- ------ ---------------- - -------
Fn -i R� rl ------------------------ ------- ------
390:-
----------- — ----- A 390
00 Lij 8" PVC N=391.56
V)
CL 00 C4 8" PVC S=391.53
L'j
c1l:
8" PVC E=391.58
0 CD
oar C) : 0:
C) 0 CD
:A
1 8" PVC W=391.50
0
54
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w w w
a- 24+00 23+00
w a_ w
ou-
z
cn
Ln
w cn w cn w Lu
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Fi I e: P: 13 0 0 0 s 13 2 4 0 \e n g i n e e ri n g 13 2 4 0 - r2. d w g Date /Time:? /7/2008 3:02 PM Scale:l" = l' RHERRON Xref: z13240-s.dwg, z13240-t.dwg, z13240-renton-b.dwg, ali.dwg, z13240-pp.dwg
UNION AVE NE
1 "=20' H 1 "=5' V
22+00
20+00
m
ows
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SAAR
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NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. m CIO
m M
RENTON, WASHINGTON cc_ co
<:
c-5
CD
/) C r
F7-1 CD
Q7)
C-) z
0
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CD 0 2--
07) 0) 0') 4�fl)
4-
-4 EX. 1 WATER METER
- -1-
TO BE RELOCATED TO
BACK OF WALK AND USED
k-
4-
FOR IRRIGATION. INSTALL
BACKFLOW PREVENTOR.
f
57
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4- 4--
----- --- -- -- -- ------ -- ----
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--------------
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----------
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0�
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SS
ss — 4)—Z2r-+� SS SS -------- SS ss SS SS SS SS
23+00 S" SS SS 11
SS Ss 1"D
SS -ti +00 SS SS �=\n
------ 4— - 22+00 UN N AVE NE s' LOCATION
0
6, POWER PO
--------------------- --------- EX. POE PO �i
---------- EX. -U-MM -TO --------------- EX. 16 W ----- _VX_� ------- EX. GAS VALVES.
NOO*57'2'"E
:'S.- ------------------------- 2649.89
X. ---------
SIDEWALK
REMAIN. MATCH ITJ EX. GAS, MATCH 16 -------- -- ----------
11 ,CONNECTION TO NEW STOP SIGN PER LN "� X, 12 W__
MATCH TO I
G
PROPOSED GRADE PROPOSED -GRADE.
MATCH EX. GRADE
'M C:)-
II
UNION AVE. DETAIL THIS SHEET MATCH �'SED�GWE G
G OP6 - tk P NA
G G x 8" GAS
------------------------------------------- G G MAT E
G G 402.7
------------- G G G EX. GRADE
-------------- ----------- AS— G 7A_L7Q
n 7 ;Z; '/"I m S) s 0 dl� Iq
AV, �1'
J� 1 11 N00*57'26"E " - 83.43"
7
M
M C-) M P
EXIST. 22'
EXIST. ASPHALT PAVEMENTI
P'Y[qT WHITE PPKAq
SAWCUT EXIST. PAVEMENT
f11'
EXIST. LANE
SID
t11'
EXIST. LANE
6
1' NEW I
ASPHALT I
\ I 1 �4" THICK CONC. SIDEWALK
CONC. VERTICAL CURB & GUTTER
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
4" MINIMUM COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE LEVELING COURSE
2%
2I J
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t5 z Lr) N 04 Z F . . : ' ' * * ..... : ......... ... ... ......... 12 C 0 N 167—
.... ......... ... I ..... ......... ......... ... ..... I ... ......... ......... .. ..... ......... ...... I .. ......... ......... ......... ......... ..... ... ......... ... I ..... . ...... ......
Lo ... ......... : I
O ui j . ...... EX. -S-SMH
....... ...... ......... :1 2"'CoNc,' S ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 12". CONC:. -S=-399.16 -
.. . ... . ..... ........... - - - ------ ---------- ----------------- --------------- ............ -- - -- - ------- - -- - -- ------- -- - - - ------- — - - - __ — — - — -------- ------ ---------------- - -------
Fn -i R� rl ------------------------ ------- ------
390:-
----------- — ----- A 390
00 Lij 8" PVC N=391.56
V)
CL 00 C4 8" PVC S=391.53
L'j
c1l:
8" PVC E=391.58
0 CD
oar C) : 0:
C) 0 CD
:A
1 8" PVC W=391.50
0
54
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w w w
a- 24+00 23+00
w a_ w
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w cn w cn w Lu
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UNION AVE NE
1 "=20' H 1 "=5' V
22+00
20+00
m
ows
UNION AVE. RD. IMP. SHEF C4
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22'�71
=27
4"W 80 NE 4TH STREET
mom, CD
OD'. zz== 11+00 S88*03'12"E 2604.46' (BASIS OF BEARING)
1 00 . ... . ....
14+00
20
STA. 10+72.00 STA. 11+02.00
7
GIN BI BEGIN DASHED BIKE
-BE BIKE - - - STA. 12+32.72 . ... . ...
LANE STRIPE LANE STRIPE - PER--MUTED
------ ..... .. END DASHED BIKE
... ........ .........
...... * . '5,*, ** *, , * * * * * LANE STRIPE
... ............ ........ . .. . .... .. ...... ........ ...... .....................
.4- ........... ----------
...... ....... ........... ......... ..... ..... ........ ....... ...... ... ............... .................. .......... .............
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-1 .... .................
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A............. .......
4 ........ ....... ..... 71 70-7. . .......... ................. -7
................ ...... ......
........ ............. ..... .............
....... .........
8 0.7 ^-'s A
8-b 1 4
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AT . 4 41 FJO.W4, ....... 4
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................
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0 JL
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a
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30 z > 30
D< x ... ........... . .. ......... .............
... 71 Go . ........ ............. IV kle
Ix
\-25' YELLOW CENTERLINE
25' YELLOW CENTERLINE PAVEMENT MARKING
PAVEMENT MARKING I
CHANNELIZATION TABLE
0 EXISTING DOUBLE 4" YELLOW TYPE T LINE MARKERS
Ora EXISTING 4" WHITE TYPE T LINE MARKERS
(D INSTALL NEW C CURB PER RENTON STD. DETAIL F003
O4 INSTALL 4" WIDE WHITE PAINT BIKE LANE STRIPE
O5 INSTALL BIKE LANE SYMBOLS PER RENTON STD. DETAIL H009.2
(D EXISTING CROSS WALK LINES
0 INSTALL NEW CROSS WALK LINES PER RENTON STD. DETAIL H009.1, OPTIONAL PATTERN
(D INSTALL TYPE A NOSING PER RENTON STD. DETAIL F002
Note, Scuppers to be provided at Interval,
Os I.O.1—d by the Engineer.
1�_ 6„ 6'- p,_ Longitudinal rib Transverse rib
4'- 0"
JF Ift ------ *W--
it 7-41 a - -_ -- --
TYPE A COHN CTINGDIVIDER TYPE A CONNECTING DIVIDER TYPE C CURB TYPE C NOSING
E 0.1
TYPE A CURB STRAIGHT SECTION NO. 2 N
PLAN VIEW
------------
The Mtn b*%romf the curb and the 11�ang;gdfn 1 —13 Reber TYP
r;b.h.1 I ...If ..m tr.-'t m a
Type C section to a Type A (book to back) ... tI.H. TYPE A AND C NOSING
ELEVATION
. ....... 4' 0"
4V," to .-w I sk I �I -3 Bob- TYP
to BY," I I LONGITUDINAL SECTION
TYPE A CONNECTING DIVIDER THROUGH TRANSVERSE RIB
SECTION
TYPE A NOSING
6O I
Transverse
Ype A Radial section!
4 -3 Reber TYP
2%-
j
Fab- TYP 1 41 diet ... I Lo cut
PRECAST
TRAFFIC CURB
STANDARD PLAN F-2
TYPE C CURB
SECTION Me.
4-, O CITY OF RENTON tl
STANDARD PLANS
LAST DATE: 08127/1999
SP PAGE F002
Zn In
m m m x
L
< 41111",
z lo:s,
M 6 Coz
Fi1e:P:\13000s\1 3240\engineering\13240—ch1.dwg Date /Time:? /7/2008 2:48 PM Scale:l" = 1' RHERRON Xref: z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali.dwg
5 3/4"
12" OF
TYPE C BLOCK
Not to Sccle
1 /2'
5 3/4"
4
10
TYPE A BLOCK
Not to Scole
BLOCK TRAFFIC CURB
ADOPTED
NOTE CITY OF RENTON
6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER STANDARD PLANS
LST DATE 04/04
DATE REVISION 6
MVG. NAME; F003 SP PAGE: F003
1
EDGE LINS
CENME11141 01
MOSS U'VERr
4 z
a'�
V,
ANGLE OF
CROSS CULVERT
CROSS CULVERT
HALF MARKER EDGE LINE
V'1F INTERVAiu,
EDGE LINE
�7
PAVED SHOULDER
CATCH BASIN OR
7"
GRATE INLET
. . .... . DRAINAGE MARKING
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
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22'�71
=27
4"W 80 NE 4TH STREET
mom, CD
OD'. zz== 11+00 S88*03'12"E 2604.46' (BASIS OF BEARING)
1 00 . ... . ....
14+00
20
STA. 10+72.00 STA. 11+02.00
7
GIN BI BEGIN DASHED BIKE
-BE BIKE - - - STA. 12+32.72 . ... . ...
LANE STRIPE LANE STRIPE - PER--MUTED
------ ..... .. END DASHED BIKE
... ........ .........
...... * . '5,*, ** *, , * * * * * LANE STRIPE
... ............ ........ . .. . .... .. ...... ........ ...... .....................
.4- ........... ----------
...... ....... ........... ......... ..... ..... ........ ....... ...... ... ............... .................. .......... .............
--- ........... ... .............................. .... ...
---------- ...... ... ...... .. ...........
................
....... ..... ........ ...........
-- -----------
............. ....... ............. ..................
............. ---------------------- --
............................ .
-1 .... .................
4
........... ....... .... ..... ....... 7 ...... ----------- .... ......
A............. .......
4 ........ ....... ..... 71 70-7. . .......... ................. -7
................ ...... ......
........ ............. ..... .............
....... .........
8 0.7 ^-'s A
8-b 1 4
44 4 'A
AT . 4 41 FJO.W4, ....... 4
A 4 4 1 . A I I . - I . 1 4
.............
................
A
..............
.............. ............. ------------
........................
z z
0 JL
`4
........... ... ....
....... ..... ... ....
...... ...... ........ ..... ..... ......
a
. ..... 44 ......
30 z > 30
D< x ... ........... . .. ......... .............
... 71 Go . ........ ............. IV kle
Ix
\-25' YELLOW CENTERLINE
25' YELLOW CENTERLINE PAVEMENT MARKING
PAVEMENT MARKING I
CHANNELIZATION TABLE
0 EXISTING DOUBLE 4" YELLOW TYPE T LINE MARKERS
Ora EXISTING 4" WHITE TYPE T LINE MARKERS
(D INSTALL NEW C CURB PER RENTON STD. DETAIL F003
O4 INSTALL 4" WIDE WHITE PAINT BIKE LANE STRIPE
O5 INSTALL BIKE LANE SYMBOLS PER RENTON STD. DETAIL H009.2
(D EXISTING CROSS WALK LINES
0 INSTALL NEW CROSS WALK LINES PER RENTON STD. DETAIL H009.1, OPTIONAL PATTERN
(D INSTALL TYPE A NOSING PER RENTON STD. DETAIL F002
Note, Scuppers to be provided at Interval,
Os I.O.1—d by the Engineer.
1�_ 6„ 6'- p,_ Longitudinal rib Transverse rib
4'- 0"
JF Ift ------ *W--
it 7-41 a - -_ -- --
TYPE A COHN CTINGDIVIDER TYPE A CONNECTING DIVIDER TYPE C CURB TYPE C NOSING
E 0.1
TYPE A CURB STRAIGHT SECTION NO. 2 N
PLAN VIEW
------------
The Mtn b*%romf the curb and the 11�ang;gdfn 1 —13 Reber TYP
r;b.h.1 I ...If ..m tr.-'t m a
Type C section to a Type A (book to back) ... tI.H. TYPE A AND C NOSING
ELEVATION
. ....... 4' 0"
4V," to .-w I sk I �I -3 Bob- TYP
to BY," I I LONGITUDINAL SECTION
TYPE A CONNECTING DIVIDER THROUGH TRANSVERSE RIB
SECTION
TYPE A NOSING
6O I
Transverse
Ype A Radial section!
4 -3 Reber TYP
2%-
j
Fab- TYP 1 41 diet ... I Lo cut
PRECAST
TRAFFIC CURB
STANDARD PLAN F-2
TYPE C CURB
SECTION Me.
4-, O CITY OF RENTON tl
STANDARD PLANS
LAST DATE: 08127/1999
SP PAGE F002
Zn In
m m m x
L
< 41111",
z lo:s,
M 6 Coz
Fi1e:P:\13000s\1 3240\engineering\13240—ch1.dwg Date /Time:? /7/2008 2:48 PM Scale:l" = 1' RHERRON Xref: z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali.dwg
5 3/4"
12" OF
TYPE C BLOCK
Not to Sccle
1 /2'
5 3/4"
4
10
TYPE A BLOCK
Not to Scole
BLOCK TRAFFIC CURB
ADOPTED
NOTE CITY OF RENTON
6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER STANDARD PLANS
LST DATE 04/04
DATE REVISION 6
MVG. NAME; F003 SP PAGE: F003
1
EDGE LINS
CENME11141 01
MOSS U'VERr
4 z
a'�
V,
ANGLE OF
CROSS CULVERT
CROSS CULVERT
HALF MARKER EDGE LINE
V'1F INTERVAiu,
EDGE LINE
�7
PAVED SHOULDER
CATCH BASIN OR
7"
GRATE INLET
. . .... . DRAINAGE MARKING
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
41471 m I
z
Q
V) 0 0 0 <
Fs
a-
00 0 0 00
0 ",%0 LLJ
w 41�1 C9 0) F —EX P I
C9
ffi "r
S T
x
X r- to In L0
M = z 0 0
F-
0 Z LLJ
V) � W
LLI (L
X
O
z L< ;z L. Z LLJ
LLI
C-4
>< n C14 C14 0
0 C14 00 W
00 CN r- 5;
(m CD 00 Z
NUJ UJ
04 Ld
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IS') LO ca z
t7i z U') C14 04 z
U) 0 ED
U') LO
�t
C4 00
C14 z IN -:-j
LLI 5
0 CAI
ir Ir Z
L
0 0 m
ffi m m
CL 0—
W
z
W W W LU
----------
-----------
0
------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
22'�71
=27
4"W 80 NE 4TH STREET
mom, CD
OD'. zz== 11+00 S88*03'12"E 2604.46' (BASIS OF BEARING)
1 00 . ... . ....
14+00
20
STA. 10+72.00 STA. 11+02.00
7
GIN BI BEGIN DASHED BIKE
-BE BIKE - - - STA. 12+32.72 . ... . ...
LANE STRIPE LANE STRIPE - PER--MUTED
------ ..... .. END DASHED BIKE
... ........ .........
...... * . '5,*, ** *, , * * * * * LANE STRIPE
... ............ ........ . .. . .... .. ...... ........ ...... .....................
.4- ........... ----------
...... ....... ........... ......... ..... ..... ........ ....... ...... ... ............... .................. .......... .............
--- ........... ... .............................. .... ...
---------- ...... ... ...... .. ...........
................
....... ..... ........ ...........
-- -----------
............. ....... ............. ..................
............. ---------------------- --
............................ .
-1 .... .................
4
........... ....... .... ..... ....... 7 ...... ----------- .... ......
A............. .......
4 ........ ....... ..... 71 70-7. . .......... ................. -7
................ ...... ......
........ ............. ..... .............
....... .........
8 0.7 ^-'s A
8-b 1 4
44 4 'A
AT . 4 41 FJO.W4, ....... 4
A 4 4 1 . A I I . - I . 1 4
.............
................
A
..............
.............. ............. ------------
........................
z z
0 JL
`4
........... ... ....
....... ..... ... ....
...... ...... ........ ..... ..... ......
a
. ..... 44 ......
30 z > 30
D< x ... ........... . .. ......... .............
... 71 Go . ........ ............. IV kle
Ix
\-25' YELLOW CENTERLINE
25' YELLOW CENTERLINE PAVEMENT MARKING
PAVEMENT MARKING I
CHANNELIZATION TABLE
0 EXISTING DOUBLE 4" YELLOW TYPE T LINE MARKERS
Ora EXISTING 4" WHITE TYPE T LINE MARKERS
(D INSTALL NEW C CURB PER RENTON STD. DETAIL F003
O4 INSTALL 4" WIDE WHITE PAINT BIKE LANE STRIPE
O5 INSTALL BIKE LANE SYMBOLS PER RENTON STD. DETAIL H009.2
(D EXISTING CROSS WALK LINES
0 INSTALL NEW CROSS WALK LINES PER RENTON STD. DETAIL H009.1, OPTIONAL PATTERN
(D INSTALL TYPE A NOSING PER RENTON STD. DETAIL F002
Note, Scuppers to be provided at Interval,
Os I.O.1—d by the Engineer.
1�_ 6„ 6'- p,_ Longitudinal rib Transverse rib
4'- 0"
JF Ift ------ *W--
it 7-41 a - -_ -- --
TYPE A COHN CTINGDIVIDER TYPE A CONNECTING DIVIDER TYPE C CURB TYPE C NOSING
E 0.1
TYPE A CURB STRAIGHT SECTION NO. 2 N
PLAN VIEW
------------
The Mtn b*%romf the curb and the 11�ang;gdfn 1 —13 Reber TYP
r;b.h.1 I ...If ..m tr.-'t m a
Type C section to a Type A (book to back) ... tI.H. TYPE A AND C NOSING
ELEVATION
. ....... 4' 0"
4V," to .-w I sk I �I -3 Bob- TYP
to BY," I I LONGITUDINAL SECTION
TYPE A CONNECTING DIVIDER THROUGH TRANSVERSE RIB
SECTION
TYPE A NOSING
6O I
Transverse
Ype A Radial section!
4 -3 Reber TYP
2%-
j
Fab- TYP 1 41 diet ... I Lo cut
PRECAST
TRAFFIC CURB
STANDARD PLAN F-2
TYPE C CURB
SECTION Me.
4-, O CITY OF RENTON tl
STANDARD PLANS
LAST DATE: 08127/1999
SP PAGE F002
Zn In
m m m x
L
< 41111",
z lo:s,
M 6 Coz
Fi1e:P:\13000s\1 3240\engineering\13240—ch1.dwg Date /Time:? /7/2008 2:48 PM Scale:l" = 1' RHERRON Xref: z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali.dwg
5 3/4"
12" OF
TYPE C BLOCK
Not to Sccle
1 /2'
5 3/4"
4
10
TYPE A BLOCK
Not to Scole
BLOCK TRAFFIC CURB
ADOPTED
NOTE CITY OF RENTON
6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER STANDARD PLANS
LST DATE 04/04
DATE REVISION 6
MVG. NAME; F003 SP PAGE: F003
1
EDGE LINS
CENME11141 01
MOSS U'VERr
4 z
a'�
V,
ANGLE OF
CROSS CULVERT
CROSS CULVERT
HALF MARKER EDGE LINE
V'1F INTERVAiu,
EDGE LINE
�7
PAVED SHOULDER
CATCH BASIN OR
7"
GRATE INLET
. . .... . DRAINAGE MARKING
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
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22'�71
=27
4"W 80 NE 4TH STREET
mom, CD
OD'. zz== 11+00 S88*03'12"E 2604.46' (BASIS OF BEARING)
1 00 . ... . ....
14+00
20
STA. 10+72.00 STA. 11+02.00
7
GIN BI BEGIN DASHED BIKE
-BE BIKE - - - STA. 12+32.72 . ... . ...
LANE STRIPE LANE STRIPE - PER--MUTED
------ ..... .. END DASHED BIKE
... ........ .........
...... * . '5,*, ** *, , * * * * * LANE STRIPE
... ............ ........ . .. . .... .. ...... ........ ...... .....................
.4- ........... ----------
...... ....... ........... ......... ..... ..... ........ ....... ...... ... ............... .................. .......... .............
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Ix
\-25' YELLOW CENTERLINE
25' YELLOW CENTERLINE PAVEMENT MARKING
PAVEMENT MARKING I
CHANNELIZATION TABLE
0 EXISTING DOUBLE 4" YELLOW TYPE T LINE MARKERS
Ora EXISTING 4" WHITE TYPE T LINE MARKERS
(D INSTALL NEW C CURB PER RENTON STD. DETAIL F003
O4 INSTALL 4" WIDE WHITE PAINT BIKE LANE STRIPE
O5 INSTALL BIKE LANE SYMBOLS PER RENTON STD. DETAIL H009.2
(D EXISTING CROSS WALK LINES
0 INSTALL NEW CROSS WALK LINES PER RENTON STD. DETAIL H009.1, OPTIONAL PATTERN
(D INSTALL TYPE A NOSING PER RENTON STD. DETAIL F002
Note, Scuppers to be provided at Interval,
Os I.O.1—d by the Engineer.
1�_ 6„ 6'- p,_ Longitudinal rib Transverse rib
4'- 0"
JF Ift ------ *W--
it 7-41 a - -_ -- --
TYPE A COHN CTINGDIVIDER TYPE A CONNECTING DIVIDER TYPE C CURB TYPE C NOSING
E 0.1
TYPE A CURB STRAIGHT SECTION NO. 2 N
PLAN VIEW
------------
The Mtn b*%romf the curb and the 11�ang;gdfn 1 —13 Reber TYP
r;b.h.1 I ...If ..m tr.-'t m a
Type C section to a Type A (book to back) ... tI.H. TYPE A AND C NOSING
ELEVATION
. ....... 4' 0"
4V," to .-w I sk I �I -3 Bob- TYP
to BY," I I LONGITUDINAL SECTION
TYPE A CONNECTING DIVIDER THROUGH TRANSVERSE RIB
SECTION
TYPE A NOSING
6O I
Transverse
Ype A Radial section!
4 -3 Reber TYP
2%-
j
Fab- TYP 1 41 diet ... I Lo cut
PRECAST
TRAFFIC CURB
STANDARD PLAN F-2
TYPE C CURB
SECTION Me.
4-, O CITY OF RENTON tl
STANDARD PLANS
LAST DATE: 08127/1999
SP PAGE F002
Zn In
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z lo:s,
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Fi1e:P:\13000s\1 3240\engineering\13240—ch1.dwg Date /Time:? /7/2008 2:48 PM Scale:l" = 1' RHERRON Xref: z13240—s.dwg, z13240—t.dwg, z13240—renton—b.dwg, ali.dwg
5 3/4"
12" OF
TYPE C BLOCK
Not to Sccle
1 /2'
5 3/4"
4
10
TYPE A BLOCK
Not to Scole
BLOCK TRAFFIC CURB
ADOPTED
NOTE CITY OF RENTON
6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER STANDARD PLANS
LST DATE 04/04
DATE REVISION 6
MVG. NAME; F003 SP PAGE: F003
1
EDGE LINS
CENME11141 01
MOSS U'VERr
4 z
a'�
V,
ANGLE OF
CROSS CULVERT
CROSS CULVERT
HALF MARKER EDGE LINE
V'1F INTERVAiu,
EDGE LINE
�7
PAVED SHOULDER
CATCH BASIN OR
7"
GRATE INLET
. . .... . DRAINAGE MARKING
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
EDGE LINS
CENME11141 01
MOSS U'VERr
4 z
a'�
V,
ANGLE OF
CROSS CULVERT
CROSS CULVERT
HALF MARKER EDGE LINE
V'1F INTERVAiu,
EDGE LINE
�7
PAVED SHOULDER
CATCH BASIN OR
7"
GRATE INLET
. . .... . DRAINAGE MARKING
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
FULL MARKER
(I MILE NTEP—)
AERIAL SURVEILLANCE MARKERS
USE TYPICAL SET FOR
.'OVIDENO ..ER THAN I
SEE —
GENERAL NOTE
See contract for location and
material regwremenis.
P
/LANE {pj
ei
STANDARD PATTERN
— L.Q.NQY
oPTIONALPATTERN
CROSSWALK LINES
SEE NOTE
VMAX.
NOTES
sHOMDEq i. for skewed to the traffic tam7all's, Fashion me ji— Parallel
Install Cn,.—tk Line in should., area only when
adjacent to sidewalk or separate walkway.
rz
ire zes9 yo c,�
"ONAL bru
EMPIRES MAY 5.2003
USE Y LINE FOR SHOULDERS
... EN THAN
sEE NOTE 2 PAVEMENT MARKINGS
STANDARD PLAN H.5c
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
sppAGF H009.1
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
MPH
-F1 GENERAL NOTE
I See contract for location and
'equir—oft.
sq
As —1
So 375 FL
IS 459 Ft
E LINE OR Eil;�
LAN
DIMENSIONS SHOWN )ru1E EDGE OF
AREAPPROXIWTE o R- LAN,
SEE 00?—CT
WIDE
LINE
r rx
/
ACCESS PARKING
— — — SPACE SYMBOL
IS
EDGE LINE
LAYOUT 2 CJ} NOTES LAYOUT
NOTES ll uu O Bid Id-- Byd- Lar, ""'I.
ncL. and
bike (,do,
(D Bid twn, "R I.. Crossing Syebir symbar , TONAL E
ird,,dc," 'sy.' Mtm.nd1w.
2A" vhi. "'An= 2',, 6' '/ratite An—
(D2 24- white transverse ne Bike Rid., symbol
(D Stop Line DETAIL
(D VvlO-i Acvane Warning Sign DETAILS PAVEMENT MARKINGS
('at roluded " RR Crossing Symbol Bid Item)
I� Sca'Suird", Alphabets for Highway Signs BICYCLE LANE SYMBOL STANDARD PLAN H-5c
and Pavement 1977 EdM.h THWA)
(D place step Line IS'from the nearest TOO or
approximately 8 feet from BE gate, if present
ADOPTED
RAILROAD CROSSING SYMBOL ty CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/2412002
SP PAGE H009.2
"!N
A
1--k ; T- 3
40
I.
A: F.11
A: F.11
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By: Date:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET U
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AND CITY OF RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION SHALL BE
2
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STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
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RENTON STANDARD ALUMINUM DAVIT POLE.
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EXISTING SERVICE CABINET ON THE NORTH SIDE OF NE 4TH ST AT APPROXIMATE S ,
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235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
_
INSTALL INTERMEDIATE JUNCTION BOX AT BACK OF WALK AT APPROXIMATE LOCATION SHOWN.
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
t
21+59.5
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CONSTRUCTION NOTES
++
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INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET,
0
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AND CITY OF RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION SHALL BE
2
�G•'.
t-� w
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
U
0
RENTON STANDARD ALUMINUM DAVIT POLE.
m
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OFFSET
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
�2
EXTEND NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX,
D_
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NE 4TH STREET
IMPROVEMENTS
ILLUMINATION PLAN
10 WALGREENS
RELOCATED OVERHEAD EXISTING OVERHEAD
��......,. ....,.. ...,, 1\1nDTU1A1c0T 1!. KInDTUtAicCT 1/ CC(`T10K1 IF, T( MKICW D 07 nIODTI -_ Qnnlr_F f:,F IN hn TRANSMISSION LINES
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RELOCATED OVERHEAD
i TRANSMISSION LINES
} ti 12
I 2
UNION AVE STA. 20 +44.0, 27.0' LT: EXISTING TRANSMISSION LINE POWER POLE TO BE
4. A PRECONSTR- UCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
RELOCATED TO APPROXIMATE UNION AVE STA. 20 +52,5, 32.5' LT BY OTHERS.
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
°Q R/W UNION AVE STA. 22 +28.0, 24.5 , LT: EXISTING TRANSMISSION LINE POWER POLE TO REMAIN.
Z N Z o ;r _ _ PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
�a ` I_.
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
LL I,l i 10 EXISTING 250 WATT HPS, 30 MOUNTING HEIGHT, SIGNAL POLE MOUNTED LUMINAIRE TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
ILI
REMAIN. UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
b4y� INSTALL HANDHOLE LOCKING DEVICE ON JUNCTION BOX LID PER CITY OF RENTON STANDARD CONSTRUCTION.
I g 11 PLAN, SHEET IL4.
- 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
I
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
�, 12 SEE ADA CLEARANCE DETAIL ON SHEET IL3.
OTHERS ON THE CONSTRUCTION SITE.
,
CONSTRUCTION NOTES
GENERAL NOTES
d
INSTALL COBRA HEAD LUMINAIRE ON LUMINAIRE POLE PER THE POLE SCHEDULE THIS SHEET,
°D
Q1
AND CITY OF RENTON STANDARD PLANS, SHEETS IL3 AND IL4. TOP OF FOUNDATION SHALL BE
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
�G•'.
FLUSH WITH TOP OF SIDEWALK. THE POLE SHALL MEET ALL REQUIREMENTS OF A CITY OF
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
C
RENTON STANDARD ALUMINUM DAVIT POLE.
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STATION
OFFSET
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
�2
EXTEND NEW CONDUIT AND CONDUCTORS TO EXISTING JUNCTION BOX,
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
PHOTOMETRICS
INSTALL NEW ILLUMINATION CONDUCTORS IN EXISTING ILLUMINATION CONDUIT BACK TO
2. THE HDQRS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE
3
Q
TA. 1 ? +73
EXISTING SERVICE CABINET ON THE NORTH SIDE OF NE 4TH ST AT APPROXIMATE S ,
LIMITED TO 8.30 AM TO 3.30 P.M. �N WEEKDAYS UNLESS OTHERWISE
m
U
45' LT.
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
2
O
20OW
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
2
INSTALL INTERMEDIATE JUNCTION BOX AT BACK OF WALK AT APPROXIMATE LOCATION SHOWN.
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
t
21+59.5
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
(5)
UNION AVE STA. 22 +31.0, 23.0' RT: EXISTING PSE LUMINAIRE.
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
6
UNION AVE STA. 23 +36.5, 23.0' RT: EXISTING LUMINAIRE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
00
o
oo
0
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
�.`
Lo
4TH STA. 13 +57<5, 40.5' RT: EXISTING CITY 400 WATT HPS LUMINAIRE (CITY POLE NO.
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
QNE
4040H) AND 40' MOUNTING HEIGHT TO REMAIN,
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
04
0
1- 800 -424 -5555.
UNION AVE STA. 20 +44.0, 27.0' LT: EXISTING TRANSMISSION LINE POWER POLE TO BE
4. A PRECONSTR- UCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
RELOCATED TO APPROXIMATE UNION AVE STA. 20 +52,5, 32.5' LT BY OTHERS.
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
°Q R/W UNION AVE STA. 22 +28.0, 24.5 , LT: EXISTING TRANSMISSION LINE POWER POLE TO REMAIN.
Z N Z o ;r _ _ PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
�a ` I_.
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
LL I,l i 10 EXISTING 250 WATT HPS, 30 MOUNTING HEIGHT, SIGNAL POLE MOUNTED LUMINAIRE TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
ILI
REMAIN. UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
b4y� INSTALL HANDHOLE LOCKING DEVICE ON JUNCTION BOX LID PER CITY OF RENTON STANDARD CONSTRUCTION.
I g 11 PLAN, SHEET IL4.
- 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
I
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
�, 12 SEE ADA CLEARANCE DETAIL ON SHEET IL3.
OTHERS ON THE CONSTRUCTION SITE.
,
V► c+�s� 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
C-4
N 9 AND ANY OTHER RELATED PERMITS PRIOR TO ANY
4
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STATION
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LENGTH
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WATTAGE
PHOTOMETRICS
COMMENT
LUMINAIRE ID
1
m
U
m
U
m
U
m
U
ry
2
O
20OW
FLAT LENS
M -C -III
2
4024H
[L
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21+59.5
25.5' LT
30'
8'
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C-4
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0000 m z w
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LUM.
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GROUND
#8
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m
M
vii
m
NEW
EXIST.
NEW
C
0
ROAD
STATION
OFFSET
`v
LENGTH
CIRCUIT
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NEW
ILLUM B
WIRING DIAGRAM
CABINET ID = 0038
EXISTING
ILLUM A
ILLUMINATION WIRE SCHEDULE
ILLUMINATION POLE SCHEDULE
LUM.
ILL o
#8
EQUIP.
GROUND
#8
POLE
MOUNTING
ARM
EXIST.
NEW
EXIST.
NEW
CITY OF RENTON
POLE NO.
ROAD
STATION
OFFSET
HEIGHT
LENGTH
CIRCUIT
WATTAGE
PHOTOMETRICS
COMMENT
LUMINAIRE ID
1
UNION A VE NE
22 +49.5
25.5' LT
30'
8'
B
20OW
FLAT LENS
M -C -III
2
4024H
2
UNION AVE NE
21+59.5
25.5' LT
30'
8'
B
20OW
FLAT LENS
M -G -111
4026H
3
NE 4TH ST
11+43.0
48.5' RT
40'
16'
B
40OW
FLAT LENS '
M -C -111
4025E
4
NE 4TH ST
12 +63.0
41.0' RT
40'
12'
B
40OW
FLAT LENS
M -C -III
4027E
NEW LUMINAIRE EX. LUMINAIRE
NEW
ILLUM B
WIRING DIAGRAM
CABINET ID = 0038
EXISTING
ILLUM A
ILLUMINATION WIRE SCHEDULE
Q
NO
RACEWAY
CONDUIT
SIZE
ILL o
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EQUIP.
GROUND
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- --
EX. ILLUM A
EXIST.
NEW
EXIST.
NEW
EXIST.
NEW
2" SCH40 PVC
2
1
1
2" SCH40 PVC SPARE
1
2
2" SCH40 PVC
2
1
3
2" EX.
2
2
1
EXISTING SERVICE BREAKER SCHEDULE
CIRCUIT
BREAKER
CONTACTOR
MAIN
EX.
- --
EX. ILLUM A
EX.
EX.
NEW ILLUM B
2P -20 AMP
30 AMP
STREET "Cr
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
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TYPICAL JUNCTION BOX "B"
CONCRETE PAD
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WALGREENS
NORTHWEST J/, NORTHWEST 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 r 4' -0" I-3 -0° TYPICAL CONCRETE PAD DETAILS
$" T na a ao a„°ooa Aou �o oao " o aovoaOa, a ao Una aob O p oo eA nanmo°
ADOPTED
L — — — — — — J L_ — — —) CITY OF RENTON
FRONT VIEW SIDE VIEW „p ® _ Standard Plans
LST DATE- 4/04
DATE REVISION BY jA P PR'D DING. NAME: J015 SP PAGE: J015
S: \OPROTO \RENTON \BRH \JR -36A
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WALGREENS
NORTHWEST J/, NORTHWEST 1, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
TYPICAL JUNCTION BOX "C"
CONCRETE PAD
1 r 4' -0" I-3 -0° TYPICAL CONCRETE PAD DETAILS
$" T na a ao a„°ooa Aou �o oao " o aovoaOa, a ao Una aob O p oo eA nanmo°
ADOPTED
L — — — — — — J L_ — — —) CITY OF RENTON
FRONT VIEW SIDE VIEW „p ® _ Standard Plans
LST DATE- 4/04
DATE REVISION BY jA P PR'D DING. NAME: J015 SP PAGE: J015
S: \OPROTO \RENTON \BRH \JR -36A
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ALUM. ALLOY 6063 -T6
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GR. 18 -8 S.S.
FLUSH JOINT
4 -1/2"
O.D.
TAPERED ALUM. POLE 0.188
WALL ALLOY 6063 -T6
SATIN GROUND FINISH —
SIZE AS REQUIRED
8 "�
4 -1/2" 2" N.P.S.
O.D. SLIPFITTER
5' -9" RADIUS
18' -3"
23' -3"
28' -3"
33' -3"
SHAFT
2'
25' -0"
30' -0"
35' -0"
40' -0"
151 HANDHOLE 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH - GROUND LUG
BOLT COVERS & S.S. SCREWS V -6"
�11 -1/4" SO.
11" TO 12" DIA.
BOLT CIRCLE STANDARD 25 40 FOOT DAVIT POLE
4" CONCRETE PAD FINISH D GRADE BOLT ABOVE
(4) 1" x42" BNC GALV. STEEL ° �� Y �} ADOPTED
ANCHOR BOLTS WITH NUTS G 'n CITY OF RENTON
AND WASHERS ♦ +
4" a Standard plans
Q LST DATE: 10/30/96
06/25/03 ,REVISED LABEL JA CH
DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002
LIGHTING STANDARD & JUNCTION BOX
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TO BE USED IN D
CONSTRUCTION OF PAD >00< pAo
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1> CITY OF MWON
PLAN VIEW Standard plans
LST DATE: 4104
DATE I REVISION I BY APPR DWG NAME: JOOB SP PAGE: J008
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
KITS - S.E.C. OR EQUAL
TYPICAL DESIGN "B" a
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JUNCTION BOX
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4 -1/2"
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TAPERED ALUM. POLE 0.188
WALL ALLOY 6063 -T6
SATIN GROUND FINISH —
SIZE AS REQUIRED
8 "�
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5' -9" RADIUS
18' -3"
23' -3"
28' -3"
33' -3"
SHAFT
2'
25' -0"
30' -0"
35' -0"
40' -0"
151 HANDHOLE 4 "x6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH - GROUND LUG
BOLT COVERS & S.S. SCREWS V -6"
�11 -1/4" SO.
11" TO 12" DIA.
BOLT CIRCLE STANDARD 25 40 FOOT DAVIT POLE
4" CONCRETE PAD FINISH D GRADE BOLT ABOVE
(4) 1" x42" BNC GALV. STEEL ° �� Y �} ADOPTED
ANCHOR BOLTS WITH NUTS G 'n CITY OF RENTON
AND WASHERS ♦ +
4" a Standard plans
Q LST DATE: 10/30/96
06/25/03 ,REVISED LABEL JA CH
DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002
LIGHTING STANDARD & JUNCTION BOX
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PLAN VIEW Standard plans
LST DATE: 4104
DATE I REVISION I BY APPR DWG NAME: JOOB SP PAGE: J008
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE
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GROUND ROD
6'
SIDEWALK
1.65' 1.5' 4'
PLANTER ADA CLEARANCE
11 -1 /4"
I
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CURB
BASE FLANGE
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ADA CLEARANCE DETAIL
LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH
NOT TO SCALE
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TOP OF CONCRETE
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FOUNDATION I +
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X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007
DATE REVISION BY APPR
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET 1L3
Il�lii�r�l�
COPPER
GROUND WIFE
1 - #8 GROUND WIRE-
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PLANTER ADA CLEARANCE
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I
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BASE FLANGE
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ADA CLEARANCE DETAIL
LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH
NOT TO SCALE
LUMINAIRE
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DRAIN HOLE -
TOP OF CONCRETE
FOUNDATION TO BE
LEVEL WITH TOP
SIDEWALK OR CURB
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ADOPTED
CONCRETE Cfff OF RUMN
FOUNDATION I +
I-- 3' SQ. OR DIA.� Isr standard 44/0
X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007
DATE REVISION BY APPR
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET 1L3
Il�lii�r�l�
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PLANTER ADA CLEARANCE
11 -1 /4"
I
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CURB
BASE FLANGE
--
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4 d
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3' DIA. FOUNDATION
ADA CLEARANCE DETAIL
LL AdINAIRE NO. 1 AND NO. 2 — LOOKING NORTH
NOT TO SCALE
LUMINAIRE
1/4" MINIMUM
DRAIN HOLE -
TOP OF CONCRETE
FOUNDATION TO BE
LEVEL WITH TOP
SIDEWALK OR CURB
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GROUND
CLAMP o I,
4•
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4
PVC CONDUIT
SYSTEM II n ° TYPICAL LIGHTING UNDERGROUND SYSTEM LL. O p d
ADOPTED
CONCRETE Cfff OF RUMN
FOUNDATION I +
I-- 3' SQ. OR DIA.� Isr standard 44/0
X1251 ! ADDED GROUND' VARE JA DWG. NAME: J007 SP PAGE: J007
DATE REVISION BY APPR
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET 1L3
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i
ALIERN031 B
A BOX OUISDE LENGTH
22
22
33
B BOX' OUTSIDE WIDTH
T7"
17"
N
C BDX INSIDE LENGTH
H
N
w
I
c
N
17"
E LID LENGTH
0.
18"
c:
F LID WIDTH
•
c-
cf
17"
G BOX DEPTH
n
W �\
w
D w cG
J F-
a
rc
Y
J
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2 W K
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W o
a
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a
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rn W o ® v> • sU%
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m m m m Z• �
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Q lS • ®ca w
00 00 00 as CL
\ \ \\ W w
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N' G N (`J
w \ \ \\
x o') M 100 r-
CL a_ a_ a_
to OL
g�e-.
W P.:W
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I=- LL-3
w
BOX TYPE
TYPE
1
TYPE 2
ALTERNATE A
ALIERN031 B
A BOX OUISDE LENGTH
22
22
33
B BOX' OUTSIDE WIDTH
T7"
17"
N
C BDX INSIDE LENGTH
�'
N
•
I
O
14"
17"
E LID LENGTH
18
18"
26 1; :2"
F LID WIDTH
13
2" N.P.S. SLIPFITTER
BRACKET CAE
NE 4TH STREET IMPROVEMENTS ILLUMINATION PLAN
WALGREENS
NORTHWEST %, NORTHWEST Ya, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
SINGLE OR DOUBLE MAST 3' 4"
ARM AS REQUIRED
FOR DOUBLE MAST ARM, INSTALL 2ND CABLE STRAIN RELIEF DETAIL
BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES
ARE ON SAME CIRCUIT. ADOPTED
cm OF fuumN
MAST ARM WIRING DETAIL
Standard plane
WT DATE: 4/04
IFDA:T:EE:41 REVISION BY PPR DWG. NAME: J006 SP PAGE: J006
EPDXY
%/
SPLICE KIT
%1!11■ i�
DIAMETER = 7/8"
4-7/8-
LOAD LOAD LINE
1/4" FUSE 1/4"
1/8" Q Q 1/8"
FUSE KIT & SPLICE KIT DETAILS
CUTTING RINGS
O ADOPTED
CSTY OF RENTON
FUSE KIT
Standard plans
LST DATE: 4/04
DATE if REVISION I BY JAPP R DWG. NAME: JO 13 SP PAGE: J013
3/8" X 2" LONG PIN HEX
SECURITY SCREW S.S. (TYP.)
I
1/2" DIAM. HOLES
COUNTERSUNK
14" X 19" AND 17" X 28"
GALVANIZED HANDHOLE LID
DRILL THREAD FOR
3/8" DIAM. BOLTS i
GALVANIZED STEEL BAR
1 WIDE, 1/2" THICK
TYPE 1 AND 2 HANDHOLE LOCKING DEVICE
ADOPTED
CITY OF RENTON
+.• standard plans
.t IM DARE: 4/04
DATE FIE REVISION BY IAPPR'DI DWG. NAME: J011 SP PAGE: J011
JUNCTION BOX DIMENSION TABLE
A
R ITEM
K
BOX TYPE
TYPE
1
TYPE 2
ALTERNATE A
ALIERN031 B
A BOX OUISDE LENGTH
22
22
33
B BOX' OUTSIDE WIDTH
T7"
17"
C BDX INSIDE LENGTH
18"
19"
28"
D BOX INSIDE WIDTH
13"
14"
17"
E LID LENGTH
18
18"
26 1; :2"
F LID WIDTH
13
13"
17"
G BOX DEPTH
12
12"
12"
H LD & FRAME DEPTH'
5 16'
5 16"
5 16"
J WALL- THIMESS kin:'
1 1/2"
1 1" 2" ..1
T 2"
K WIRE REINFORCEMENT
W -3
W -2.5
W -2.5
L LEGEND
SEE DETAIL
SEE DETAIL
SEE DETAIL
ITEM
MATERIALS
BOX
6000 PSI CONCRETE SEE NOTES
FRAME
DIAMOND PLATE S9TEEL —A786
UD SUPPORT
out THICK STEEL C, L or T. -A36
LID
DIAMOND PLATE STEEL —A786
ANCHORS
Steel Wire or Tee Plate
REINFORCEMENT.
ASTM A -82 Steel
*GALVANIZED STEEL
INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50• F
OR ABOVE
NUMBERING EXAMPLES
1 P
2 5
3 6
4
C 7
$
LETTER LETTER
SUFFIXED PREFIXED
CITY PUGET POWER
OWNED OWNED 1- 3/4 "TO 2"
DECAL•
RELECTORIZED
GOTHIC GOLD 2 "TO 2 -1/2" 2 -7/8" TO 3"
OR WHITE LEGEND
R6 ON BLACK
MOUNTING pc BACKGROUND
HEIGHT
15 FEET
F
45°
TRAFFIC
FLOW
PLAN VIEW
STREET LIGHT STANDARD
DECAL NUMBERING SYSTEM
O ADOPTED
w CrPY OF REN'lY)N
® o
Standard plans
LST DATE: 4/04
DATE I REVISION I BY APPR DWG. NAME: J009 SP PAGE: J009
1LiY11
TYP. `'BELL ENDS'
ON CONDUIT
6" GRAVEL PAD
COMPACTED
1" NOM. �i" NOM.
LEGEND DETAIL (Maw `) � TYPICAL JUNCTION BOX INSTALLATION DETAILS
SIGNALS 1-1" NOM.
LIGHTING JII...
T
TELEMETRY 0H TRAFFIC SIGNAL SYSTEM LEGEND L D TYPE 'I' BOX JUNCTION BOX DETAILS
® TYPE '11' BOX
-FORM LETTERS WITH 1/8" WELD L1x1x3/16, 1-LONG PLAN SYMBOLS ADOPTED
BEAD. GRIND OFF DIAMOND l NOM. HOOK DETAIL crrY of RENroN
PATTERN BEFORE FORMING (2 HOOKS PER UD) �®
LETTERS. standard plans
1" NOM. 1" NOM. LsT DATE: 4/04
ILLUMINATION SYSTEM LEGEND I I REVISION DWG. NAME: J016 SP PAGE: J016
DATE BY APPR'
e
RECOMMENDED FOR APPROVAL
By: Dote:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET IL4
L_
n
NOTES:
1. ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS.
2. THE NOTED LID THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2
—
BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS.
3. LID SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME.
PLAN VIEW
4. 4000PSI CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 X 6 — W3 X W3 WELDED
WIRE FABRIC WELDED TO THE FRAME.
5. WHEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP
EXTENSION BOXES.
6. WHEN NOTED IN THE CONTRACT. TYPE 2 BOXES SHALL BE PROVIDED WITH A 10' x 27 1/2/" 10
K
GAGE DIVIDER PLATE COMPLETE WITH FASTENERS.
7. NON- CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H -20
1
ELEVATION VIEW
LOAD TEST.
1LiY11
TYP. `'BELL ENDS'
ON CONDUIT
6" GRAVEL PAD
COMPACTED
1" NOM. �i" NOM.
LEGEND DETAIL (Maw `) � TYPICAL JUNCTION BOX INSTALLATION DETAILS
SIGNALS 1-1" NOM.
LIGHTING JII...
T
TELEMETRY 0H TRAFFIC SIGNAL SYSTEM LEGEND L D TYPE 'I' BOX JUNCTION BOX DETAILS
® TYPE '11' BOX
-FORM LETTERS WITH 1/8" WELD L1x1x3/16, 1-LONG PLAN SYMBOLS ADOPTED
BEAD. GRIND OFF DIAMOND l NOM. HOOK DETAIL crrY of RENroN
PATTERN BEFORE FORMING (2 HOOKS PER UD) �®
LETTERS. standard plans
1" NOM. 1" NOM. LsT DATE: 4/04
ILLUMINATION SYSTEM LEGEND I I REVISION DWG. NAME: J016 SP PAGE: J016
DATE BY APPR'
e
RECOMMENDED FOR APPROVAL
By: Dote:
By: Date:
By: Date
NE 4TH ST ILLUM SHEET IL4
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AS -BUILT NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE
PEDESTRIAN SIGNAL BOX
SIGNAL POLE
SIGNAL 'BOX
SDMH 1e =20' 12" CONCIE= 397.14 N
0 10 20 4012" CONC W= 397.14 N
- X
w
SIGNAL POLE w CROSS
%off all - --
END FINISH NAIL IN CONC = -==
IN CASE - CITY OF RENTON j
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
SSMI-i RIM= 401.31
WALGREENS
NORTHWEST )/, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
If
II I I �G
POWER POLE It i
CB TYPE I RIM = 398.30 UG DROP rri
i
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12" CONC Wtl 394.40
ti I I i
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PEDESTRIAN SIGNAL BOX
SIGNAL POLE
SIGNAL 'BOX
SDMH 1e =20' 12" CONCIE= 397.14 N
0 10 20 4012" CONC W= 397.14 N
- X
w
SIGNAL POLE w CROSS
%off all - --
END FINISH NAIL IN CONC = -==
IN CASE - CITY OF RENTON j
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
SSMI-i RIM= 401.31
WALGREENS
NORTHWEST )/, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
If
II I I �G
POWER POLE It i
CB TYPE I RIM = 398.30 UG DROP rri
i
12" CONC E= 394.35
12" CONC Wtl 394.40
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b
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a °x
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STOP
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12+A"N_ ---emu \a-
- 323.24'
NEW BUS STOP SHELTER PAD
nr MATCH \
p.T. DETAILS ON SHEEP C9. / X
�EL �
SSMH RIM = 394.90 (ADJUST RIM TO NEW GRADE)
24" CONC E= 376.90 SDMH 54" RIM= 394.82
24" CONC W= 376.62 36" CMP NW= 386.12 CB TYPE I RIM-391,83
1-48" CMP SSE = 386.08 12" CMP E= 389.93
12" CMP W= 389.93 - -
S88'03 1'L9�'€
(ALL NEW C CURBING
I C.O.R.- STD. DETAIL F003
(BASIS OF BEARINI
0 SE TYPE 822 FOOTING / - i�^
SDMH 48" ,R-,M ,'.T ( ADIt1RI
S-389 53
/NFW RIM=
1i6�/iR4E,.�>6���7N�
D SIDEWS�tAP
TO NEW GRADE)
5.35 (fit SDMH 72" RIM = 391.35
x 35" ADS 5-382.66
GUR GUGUTr�R� 7� 36" ADS E= 382.66
NEW PAVEMENT, GURH „- GCIIIt.X-
--%-
SAND SIDEWALK.
a X bQ 1 1 J OP SIGN AND
IGHT -TURN SIGN %`"----
DEDICATION ��l NEW BUS SHELTER. PROPOSED 1 V P €R DETAIL THIS SHE
` 66
CONTRA TOR 0 COORDINATE WITH 1 !. ',
ro a RRAAC� \ 8' R.O.W.- -
KC METRD NSIT FOR LOCATION pl: ICATION �� �.}', .: 2$' YELLOW CEN ERKIf�F�
\ US STOP SIGN. 0• 1 1 9 "o" PAVEMENT MARKI E
1: RE i I d 1. 384
397.8 398.00 EX. I HYDRANT TO BE \ :1 1 ..._ '
REMOVED AND REPLACED WITH; RIGHT OF WAY CENTERLINE 50' HALF RIGHT OF WAY
25' YELLOW CENTERLINE STOP SIGN 25 LF 6" DI EXTENSION
PAVEMENT MARKING AND RIGHT -TURN SIGN 1 -FH ASSY. PER C.O.R. STDS. EXIST. 42' HALF RIGHT OF WAY EXIST. 42' HALF RIGHT OF WAY
PER DETAIL THIS SHEET EX. 1 )e" WATER METER
TO BE RELOCATED TO EXIST. 30' EXIST. 30'1
BACK OF WALK AND USED
FOR NEW BUILDING. I 21'1 NEW ASPHALT
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT
TO EDGE OF EXISTING CEMENT CONCRETE
PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT
LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT.
113' _
tii'
±12' -'
111'
EXIST. LANE
113'
EXIST. LANE
EXIST. LANE
EXIST. LANE
I EXIST. LANE
I EXIST. LANE
6'
SIOEW
6"
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T= 346208 By: Date
By: Date:
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24661
WALGREENS
I V) Z
I C
ITI Z<yZ
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. m °
n RENTON, WASHINGTON N x Cv m
S iv N m W �' OO OO m N _0 :DO
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co an rn TO BE RELOCATED TO p VJ m o >= m z
BACK OF WALK AND USED
FOR IRRIGATION. INSTALL En z w -r> m n II II
w w >
BACKFLOW PREVENTOR. A p Leo °o `J v °
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II X. SIDEWALK EX. __ _______$i LX. 16 W________�___ .,/ EX. VALVES._ _._r___i____�T_h__�____________
II ONNECTION TO REMAIN. MATCH 3 �' STOP SIGN PER EX. GAS -----------
11 ----- -- - - - - -- -- _ X. 12
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NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M. m °
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FOR IRRIGATION. INSTALL En z w -r> m n II II
w w >
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GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSOOT/APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS,
1 -800- 424 -5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
S. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO
95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE
SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE
EARLIEST POSSIBLE DATE.
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1/2" BNC LOCKBOLTI._
GR. 18 -8 S.S I
FLUSH JOINT Tt -2'
4 -i/2" /
O.D.
TAPERED ALUM. POLE DAN
WALL ALLOY 6063 -1`6
SATIN GROUND FINISH 25' -0"
30' -0"
18•_3• 35•_0"
40 -0"
28' -3"
33' -3"
SHAFT
151 HANDHOLE 4".6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH /-GROUND LUG
BOLT COVERS & S.S. SCREWS 1' -6'
�
11 -1 SQ.
11" TO 12" DIA.
BOLT CIRCLE — 'IF4,
4" CONCRETE PAD — °"° (4) 1/2 OF BOLT ABOVE STANDARD 25 - 40 FOOT DAVIT POLE
FINISHED GRADE
(4) 1" x42" BNC GALV, STEEL ADOPTED
ANCHOR BOLTS WITH NUTS CITY OF RENTON
AND WASHERS
Standard plain
L9T DATE: 10/30/96
W/25/03 FEMSM DATE IE LAaF1. RE DWG. NAME: JR -01 SP PAGE: J002
VISION BY APPR
LIGHTING STANDARD & JUNCTION BOX
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NOTE: CLASS 'B' CONCRETE
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CONSTRUCDON OF OF PAD PAO
00
CONCRETE PAD DETAILS
v v
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PLAN NEW MITT W 4 O
DWG. NAME J008 SP PAGE:J008
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
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JUNCTION BOX 0 0
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GROUND ROD DWG. NAME M07 SP PAGE:JQ07 RE
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6'
SIDEWALK
1.65' 1.5' 4'
PLANTER ADA CLEARANCE
11-1/4"
I
LUMINAIRE POLE
I SIDEWALK —\
CURB
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RECOMMENDED FOR APPROVAL
By: Date:
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NE 4TH ST ILLUM SHEET IL3
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ALUM. ALLOY 6063 -TB
O.D.
O.D. 2" N.P.S.
SLIPFlTTER
5' -9" RADIUS
1/2" BNC LOCKBOLTI._
GR. 18 -8 S.S I
FLUSH JOINT Tt -2'
4 -i/2" /
O.D.
TAPERED ALUM. POLE DAN
WALL ALLOY 6063 -1`6
SATIN GROUND FINISH 25' -0"
30' -0"
18•_3• 35•_0"
40 -0"
28' -3"
33' -3"
SHAFT
151 HANDHOLE 4".6" OPENING
W /COVER AND S.S. SCREWS 8" O.D.
BASE FLANGE ALLOY 356 -T6 WITH /-GROUND LUG
BOLT COVERS & S.S. SCREWS 1' -6'
�
11 -1 SQ.
11" TO 12" DIA.
BOLT CIRCLE — 'IF4,
4" CONCRETE PAD — °"° (4) 1/2 OF BOLT ABOVE STANDARD 25 - 40 FOOT DAVIT POLE
FINISHED GRADE
(4) 1" x42" BNC GALV, STEEL ADOPTED
ANCHOR BOLTS WITH NUTS CITY OF RENTON
AND WASHERS
Standard plain
L9T DATE: 10/30/96
W/25/03 FEMSM DATE IE LAaF1. RE DWG. NAME: JR -01 SP PAGE: J002
VISION BY APPR
LIGHTING STANDARD & JUNCTION BOX
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NOTE: CLASS 'B' CONCRETE
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CONSTRUCDON OF OF PAD PAO
00
CONCRETE PAD DETAILS
v v
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PLAN NEW MITT W 4 O
DWG. NAME J008 SP PAGE:J008
FUSE KITS
QUICK DISCONNECT
10 AMP IN LINE FUSE TO LUMINAIRE
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TYPICAL DESIGN "B" Oo
JUNCTION BOX 0 0
o e 1/4" MINIMUM
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CLEAR EP0%Y SPLICE
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PLANTER ADA CLEARANCE
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I
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I SIDEWALK —\
CURB
ALBASE FLANGE
1 =1 11 =1 11 =1 11 d a _
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A —I I I —I I —I I F I —i I I I I
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ADA CLEARANCE DETAIL
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RECOMMENDED FOR APPROVAL
By: Date:
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NE 4TH ST ILLUM SHEET IL3
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WALGREENS
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE SE., W.M.
RENTON, WASHINGTON
2' N.P.S. SUPFITTER
�SBRACKETCASLE
2" BY 3/4' REDUCING WASHER
314' ROMEX CONNECTOR
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GALVANIZED HANOHOLE UD
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TYPE 2
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NE 4TH STREET IMPROVEMENTS ILLUMINATION PLAN
WALGREENS
NORTHWEST Y4, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE SE., W.M.
RENTON, WASHINGTON
2' N.P.S. SUPFITTER
�SBRACKETCASLE
2" BY 3/4' REDUCING WASHER
314' ROMEX CONNECTOR
I(NUT
SINGLE OR DOUBLE MAST T WITH LOC
ARM AS REWIRED
FOR DOUBLE MAST ARM, INSTALL 214D CABLE STRAIN RELIEF DETAIL
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ARE ON SAME CIRCUIT. ADOPTED
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SEQIRITY•SCREW S.S. (rnJ
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14' X 19' AND 17" X 28'
GALVANIZED HANOHOLE UD
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TYPE 2
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17
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13
14
17
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INSTALL DECAL NUMBERS
VERTICALLY. INSTALL
IN DRY WEATHER 50-F
OR ABOVE
NUMBERING EXAMPLES
LETTER LETTER
SUFFIXED PREFIXED
Cm PUGET POWER
OWNED OWNED 3/4i0 2'
DECAU
RELECTORIZED
GOTHIC GOLD 2 "TO 2 -1/2' 2 -7/8" TO 3'
OR MITE LEGEND
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MOUNTING BACKGROUND
HEIGHT �Fp
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DECAL NUMBERING SYSTEM
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A DWG. NAME:J009 SP PAGE: J009
NOTES:
1. ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY. AMONG DIFFERENT MANUFACTURERS.
Z THE NOTED UD 'THICKENERS OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2
BOXES SHALL BE 28% MINIMUM OF OVERALL THICKNESS
PLAN 'AM 1 UD SUPPORT MEMBERS SHALL BE WELDED TO THE FRAME.
4. 40GOPSI CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6 % 6 - W3 % 1Y3 WELDED
WIRE FABRIC WELDED TO THE FRAME
5. WHEN NOTED IN THE CONTRACT. TYPE 2 AND TYPE 3 BOXES SHALL BE PROVIDED WITH 12" DEEP
EXTENSION BOXES.
fI 6. MEN NOTED IN THE CONTRACT. TYPE 2 BOXES SHALL BE PROVIDED WITH A 10' x 27 1/2/" 10
�•, GAGE DIVIDER PLATE COMPLETE WITH FASTENERS.
7. NON - CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL EVALUATION WILL INCLUDE AN H -20 PS ELEVATION VIEW LOAD TEST.
♦ 3' 6" MI .
♦ MN(.
2' 3"
GPLVANI2m STEEL MI W
TP. BELL ENDS
ON CONDUIT
6" GRAVEL PAD
COMPACTED
1" NOM. �i' NOM
.
LEGEND DETAIL ( U 'I(- TYPICAL JUNCTION BOX INSTALLATION DETAILS
SIGNALS T 51 1" NOM.
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TELEMETRY m TYPE 'I' BOX JUNCTION BOX DETAILS
o TYPE '11' BOX
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BEAD. GRIND OFF DIAMOND L T HOOK DETAIL tart a mrtON
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ILLUMINATION SYSTEM LEGEND DWG. NAME: J016 SP PAGE: JOt6
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BY: Dale: 00
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