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R3 CURVE RETURN ELEVATION @ FLOWLINE
CURVE RETURN DATA: CURVE LENGTH = 24.95'. A--71'29'07", R=25', T=14.4'
POINT
STREET
STATION
OFFSET
ELEVATION
PC
SHATTUCK AVE.
18+61.53
17.02' RT
26.72'
1 /4
26.75'
1 /2
26.78'
4
3/4
26.73'
PT
HOUSER WAY S.
50+27.75
17.33' RT
26.77'
- CONC. SIDEWALK
STA 1,.QO+_3 M.
j. 14
r�
R=3'(TYP.)
SHATTUCK AVE. R/W q a
4' y
-- --- - - -r 349 -11
18 + SHATTUCK AVE. 0
-� �.8.00'
1 SHATTUCK
STA 18+47.00
CONC. SHATTUCK STA 18+61.53, 17.02' RT
gBEGIN CEMENT CONC. TRAFFIC CURB
AND CUTTER AND SIDEWALK
Lj
O
r
L
- - 4'- - -
HOUSER WAY S.
STA 50+33.27, 17.98' RT
�STAHOUSER WAY S.
50+42.77, 17.70' RT �p�'
END CEMENT CONC. TRAFFIC CURB
AND GUTTER AND SIDEWALK
HOUSER WAY S. STA 50+42.77 HOUSER WAY S 1
END PAVEMENT HMA PAVING STA 50+31.52, 7.06 LT
HOUSER WAY S. CONSTRUCTION
HOUSER WAY S. INTERSECTION PLAN
FINISHED PAVEMENT SPOT ELEVATIONS
POINT
STREET
STATION
OFFSET
ELEVATION
HOUSER WAY S.
5C+42.77
0.00' RT
26.99'
HOUSER WAY S.
50+47.07
6.21' LT
27.11'
HOUSER WAY S.
50+33.27
17.48' RT
26.76'
1�9
HOUSER WAY S.
50+31.52
6.56' LT
27.01'
10
SHATTUCK AVE.
18+81.48
4.00' LT
27.64'
11
SHATTUCK AVE.
18+94.18
1 4.00' LT
27.77'
12
HOUSER WAY S.
50+31.70
1 0.00' RT
26.89'
SECT.18 T.23N. R.5E. W.M. CONSTRUCTION NOTES:
S. 4TH PL. STA 39+14.5, 26.5' RT S. 4TH PL. STA 39+29.21 21.5' RT z (D
CEMENT CONC. DRIVEWAY ENTRANCE TYPE C
BEGIN SIDEWALK 20 BEGIN CEMENT CONC. TRAFFIC CURB p SEE DWG RD01 FOR DETAILS
AND GUTTER
0 ��h
1_11�
X,
A
STONE PLATE -
\/V 4 WAY 0Oi\-
SINCE 1800
E LANE 19
AD AHEAD
O
10'
16 �
cv
2%
J
DSHATTUCK
STA 21 +21.77, 6' RT
SI G N
Lu
0
ED
6.5' IRON FENCE
HOUSER WAY S. STA 50+48.73, 4.53 LT
END CEMENT CONC. TRAFFIC CURB AND
GUTTER
FINISHED PAVEMENT SPOT ELEVATIONS
POINT
STREET
STATION
OFFSET
ELEVATION
13
SHATTUCK AVE.
18+52.00
4.00' LT
27.35'
14
S LINE
100+37.55
10.53' LT
27.53'
15
S LINE
102+40.00
12.51' LT
28.77'
16
S LINE
102+62.00
12.51' LT
28.88'
17
S 4TH PL.
39 +46.89
21.5' R T
27.72
18
S 4TH PL.
39+60.82
23.15' RT
27.91
S 4TH PL
STA 39+4 21.5' RT
BEGIN DEP SED CURB AND GUTTER
S. 4TH PL. R/W
S. 4TH PL. STA 39+23.7 TYPE 5 SIDEWALK RAMP PER DETAIL ON DWG RD01
BEGIN HMA OVERLAY �1
S. 4TH PL. STA 39+44.0, 22.3' LT 14 TYPE 2A SIDEWALK RAMP PER RENTON STANDARD
BEGIN CEMENT CONC. TRAFFIC CURB
��► PLAN DRAWING F011
AND GUTTER AND SIDEWALK CEMENT CONCRETE PEDESTRIAN CURB, SEE DETAIL
S 4TH PL. 19 DWG RD02
STA 39+53.5, 22.4' LT
BEGIN DEPRESSED CURB & GUTTER 20 MATCH EXISTING
S 4TH PL.
STA 39+61.99, 22.463 L Te SAWCUT
21 MATCH EXISTING PAVEMENT ELEVATIONS
1 -^
SEAL W/ CSS-1 ASPHALT
S 4TH PL.
�6P
'C1�1
STA 39+73.18 24.3' LT
END DEPRESSED CURB &
2�
GUTTER
INSTALL RELOCATED HISTORICAL MARKER IN
SIDEWALK PER DIRECTION OF ENGINEER.
�,S 4TH P
STA 39+9.28, 22.8' RTS
19
23
REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER
AS NEEDED DURING CATCH BASIN INSTALLATION.
SHATTUCK STA 21+80.20
®&GINTRAFFIC ISLAND
102 9. 4j�GN
SHATTUCK STA 21+93.9. 22.1' LT 20
END CEMENT CONC. TRAFFIC CURB Z
AND GUTTER AND SIDEWALK I�SI
r
20' Ll R=3' (TYP.)
WHITE STA^- f
8
S STA 102+69.61 DOUBLE YELEaW 22+ 00
8.00' SHATTUCK AVE.
SHATTUCK STA 21+21. 7, .00' RT
END DEPRESSED CURB �QU
GUTTER
BEGIN TRAFFIC CURB ATTER
NC.
- - eTREI
__ S STA 21 +47, 21 R
Sr�N� BEGIN CEMENT CONC
TRAFFIC CURB + GUTTER
SHATTUCK STA 21 +22.27, 20.15' RT. 20
END TRAFFIC CURB AND GUTTER
S. 4TH PL. INTERSECTION PLAN
R4 CURVE RETURN ELEVATION @ FLOWLINE
CURVE RETURN DATA: CURVE LENGTH = 32.62', A---74'45'20", R=25', T=19.1'
POINT
STREET
STATION
OFFSET
ELEVATION
19
PC
S. 4th PLACE
39+63.98
22.47' LT
27.40'
R0
1 /4
2 7.5 0'
21
1 /2
27.59'
�?
3/4
27.68'
PT
SHATTUCK AVE.
21 +91.27
22.07' LT
27.77"
SHATTUCK STA 22+33
END HMA PAVING OVERLAY�
S STA 21 +93, 2111
END CEMENT ONC
TRAFFIC CURB + GUTTER
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
LEGEND`
CEMENT CONC. SIDEWALK
PER CITY OF RENTON STD PLANS F005
NOTES:
1. ALL ELEVATIONS ARE TO FACE OF
CURB OR SPOT GRADING ELEVATIONS
10 0 10 20
SCALE IN FEET
SURMED: RAINIER AVE S (SR 167)
Ln APPROVED FOR CONSTRUCTION ' ' sue: VENAw 1988 IMPROVEMENTS P RQV EM ENTS PROJECT
N DMJM HARRIS AECOM �� 1:1Q' H��=�� ►� ,��,9g, Fl��:
YJANG CITY` OF PHASE 1 PAGE:
10" NE 8TH STREET, SUITE 750 DRAWN Y�I� DArUM a RENTON SHATTUCK AVE S STQRMWATER BYPASS DPAWNG NO:
BELLEWE, WASHINGT+DN 98004 Public Works Dept. INTERSECTION DETAILS RD03
05 PHONE: (425) 454-58W FAX: (425) 4544YM CITY OF RENTON DATE cHocK R.MEYER I AT FULLNarH�
APPROVED: SCALENCH
ACCORDINGLYFED AID NO..: ARRA-0167(044) sNErr_20 aF_ 48
NO. REVISION 9Y DATE APPR R.MEYER
DI-121713141216