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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��
0
---------- -----
E ------ ---- -0)
IN CASE -CITY OF RENTON !NF7 "
0
- - --
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
C) LLJ
: C4
R I M 4 10) 1 . 1
to Q Ln C,� CN
+ + + Cn 0 (n Lf) INSTALL NEW C CURBING
m 0 CN z 0
E Cq PER G.O.R, STD. DETAIL FOO m C?
SIGNAL POLE I- => IL CUO)
Z z + 3
8�' PV' N= '?'91 �5-6
REMAIN
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-
7.. ADS F. '82,66
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
:.31 4 i�ll -
.4 4
-39624 4
P(6H) P�OH)'-
POI E 44
4
4 ....... . ... . ...
V E. r . .-
F 4 1352 �-j
. ..... bluv 11-
f
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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+
0 0
C-4
C-)
z
m
4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE WEARING COURSE
V
4
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CONTRACTOR TO FIELD LOCATE
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0
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m
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2 661
NEW 4" WIDE WHITE PAINT
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s
z
Opp,
CO
L
�z
00
0
00
UJ
!;ic
EXPIRE 61111VO
w -z
zm
zz
ION -A
N STREET SECT A
E 4TH
(SEE SECTIONS 4.02 & 4.03 K.C.R.S.)
x
,
Z44
EX"
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
EX. GROUND AT GUTTER, LINE
LINE
--------
IL -j
LLj
..... .
395
395
X o Z
Z
< w z
EX.
:CB TYPE 1
LL
Ld c,4 z m
n C-4 C14 0
'7-
RIM- 398:3.0 CB #1 TYPE I.
EX.
RIW--396�62
CB TYPE I
�
00
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
0 N zm
12
CONC. W=394.42
EX WATER LINE
oo 04 r- 5;
0) (D 00 Fx z
8"
CONIC. N �394.:62
EX. CB TYPE I
.
q
Z LIJ UJ LLJ
RIM- 391.83
EX. GROUND
AT �RAW
12" CMP E= 389-93
< z
0
LO LO 5 z
(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-
ffi
0-
CONTRACTOR TO FIELD LOCATE
Ce
u0-
w
IV)
w
)
N
w
V)
w .. ...
z Lu
w
ir
m
w
NEW 4" WIDE WHITE PAINT
z
0
N
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