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VITREOUS CHINALAVATORYPINOIRK-2035-8VITREOUS CHINALAVATORYPINOIRK-2035-8
3
C7.2032
10+00
11+00 12+00
13+00
14+00
20+0021+00N 175758.14
E 1300554.78 N 175954.30
E 1300781.71
SEE CURB RAMP ENLARGEMENT
1
2
3
4
5
6
EX CB# 1
EX CB# 2
CB# 4
CB# 3
CB# 2
CB# 1
DRIVEWAY CL
STA:11+51.18, 29.89' LT
PROPOSED CENTER OF BUS SHELTER FOUNDATION
STA:11+04.50, 40.59' LT
SEE
CURB
RAMP
ENLARGEMENT
R10.0'
R51.5'
R211.5'
7
8
9
STA: 13+00 =
STA: 20+001.50%1.50%FG: 31.45 FG: 31.03
TC:31.26
FL: 30.76
FG: 31.37
FG: 30.81
TC: 31.19
FL: 31.02
FG: 31.07
FG: 31.42
TC: 31.54
FG: 31.49
FG: 31.58
FG: 31.57
TC: 31.04
FL: 30.88
FG: 30.93
FG: 32.10
FG: 31.84
FG: 30.68
FG: 30.90
TC:31.19
FL: 30.69
FG: 32.10
FG: 31.84
TC:31.21
FL: 30.71
FG: 30.76
FG: 30.62
FG: 31.36
FG: 30.09
TC:30.51
FL: 30.01
TC:31.48
FL: 30.98
TC:31.33
FL: 30.83
TC:31.00
FL: 30.50
FG: 31.23FG: 31.56
FG: 31.48
FG: 31.10 30
1
1
2
2
2
1 32
34
4 313
5
5
2
TC:31.08
FL: 30.58
FG: 31.50
EG: 31.69
EG: 31.43
EG: 30.94
FG: 31.70
0+460+008 LF 12"
EX CB #5
EX CB# 5
RIM: 31.53
IE: 29.18 12" (SW)
EX MH
RIM: 32.30
PR
O
P
E
R
T
Y
L
I
N
E
FG: 31.69
101 LF 12" DI CL52 @ 0.93%
9 LF 12" CPEP @ 9.00%
EX CB# 6
RIM: 32.22
IE: 28.24 12" (S)
IE: 28.24 12" (NE)
IE: 27.43 12" (NE)
EG: 32.36
EG: 31.59
EG: 32.25
20
25
30
35
20
25
30
35
EXISTING 8" STORM
FG 30.8711+00FG 30.78FG 30.9411+50FG 30.96FG 30.7912+00FG 30.65FG 30.7712+50FG 30.78FG 30.6013+00FG 30.42FG13+50FGEXISTING
GRADE AT
CENTERLINE
EXISTING GRADE
AT FLOW LINE
PROPOSED
10" WATER @ 18" WATER
CENTERLINE
PROPOSED
10" WATER @
STORM CROSSING
STA: 12+40.50
ELEV: 30.85
EXISTING GRADE
AT EXISTING FLOWLINE
PROPOSED GRADE
AT PROPOSED FLOW
LINE
PROPOSED GRADE
AT FLOWLINE
CB# 3, 48" TYPE 2
STA 11+97.19, 28.56' LT
RIM: 30.63
IE: 26.40 24" (NE)
IE: 26.40 24" (SW)
CB# 4, 48" TYPE 2
STA 11+88.89, 28.64' LT
RIM: 30.73
IE: 26.35 24" (NW)
IE: 26.35 24" (NE)
CB# 2, 48" TYPE 2
STA 12+88.86, 28.54' LT
RIM: 30.49
IE: 26.68 24" (SW)
IE: 26.68 24" (NE)
CB# 1, 60" TYPE 2
STA 13+32.32, 41.82' LT
RIM: 30.19
IE: 26.78 18" (E) (EXIST)
IE: 26.78 24" (SW)
IE: 26.78 24" (E)
91 LF 24" CPEP @ 0.31%
8 LF 24" CPEP @ 0.61%
CONNECT TO EX. CB
45 LF 24" CPEP @ 0.22%
CURB RETURN TABLE
NUMBER
1
2
3
4
5
6
7
8
9
STATION
20+11.99
20+33.84
20+59.31
20+67.68
20+91.05
21+14.71
20+79.80
20+77.96
20+86.96
OFFSET
28.21' LTT
15.08' LTT
14.30' LTT
16.21' LTT
20.17' LTT
21.50' LTT
38.75' RTT
28.04' RTT
21.97' RTT
ELEVATION
30.50
30.26
30.02
29.94
29.73
29.60
30.76
30.56
30.07
DESCRIPTION
PC, R = 50.5'
MID
PT
PC, R = 211.5'
MID
PT
PC, R=10'
MID
PT
KEYNOTES
STREET LIGHTING AND CONDUITS PER TRAFFIC
PLAN.
PEDESTRIAN PUSH BUTTON AND ASSOCIATED
APPURTENANCES PER TRAFFIC PLAN.
BOREHOLE PER PSE PLAN.
POWER CONDUIT (SHOWN FOR REFERENCE ONLY),
FOR UNDER-GROUNDING OF POWER, SEE PSE PLAN.
SEE PSE PLAN FOR POLE RELOCATION AND ALL
OTHER POWER APPURTENANCES, SHOWN FOR
REFERENCE ONLY.
1
2
3
4
5
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4200WATERSHED APARTMENTS
CONSTRUCTION DRAFT SETWATERSHED APARTMENTSbelow.Know what'sCallbefore you dig.
R
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
T A C O M A
2215 North 30th Street, Suite 300, Tacoma, WA 98403253.383.2422TEL
S E A T T L E
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101206.267.2425TEL C21005115 LUA21-000239PR21-000258WATERSHED APARTMENTSAPPROX. LOCATION OF 18" WATER
@ WATER CL.
1
C7.20
LEGEND
EG EXISTING GRADE ELEVATION
FG FINISHED GRADE ELEVATION
FL FLOW LINE ELEVATION
TC TOP OF CURB ELEVATION
GRADE/SLOPE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
RIGHT-OF-WAY/PROPERTY LINE
CENTERLINE
CONCRETE CURB AND GUTTER
ASPHALT PAVEMENT - STANDARD
DUTY
ASPHALT PAVEMENT - HEAVY DUTY
CEMENT CONCRETE - STANDARD
DUTY
CEMENT CONCRETE - HEAVY DUTY
HMA CL 12" PG 64-22, MATCH EXISTING
THICKNESS, NO LESS THAN
4-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
2" GRIND AND OVERLAY, HMA 1
2" PG
64-22. GRINDING NOT REQUIRED AT
FULL DEPTH REPLACEMENT AREAS.
ORX.X%X:X
XXX
XXX
NEW CROSSWALK STRIPING2
C7.40
NEW CROSSWALK
STRIPING (TYP.)
2
C7.40
1
C7.30
CURB AND GUTTER2
C7.30
PROPOSED SIDEWALK3
C7.30
GRADY WAY AVENUE S. ROAD AND PAVING PLAN
2
C7.30
3
C7.30
R-420018
FOR ALL
PLANTINGS, SEE
LANDSCAPING
PLAN
3
C7.20
3
C7.40
11+88.83, 26.93' LT
30.78
26.63 24"
26.28 24"
30.66
26.41
26.66
30.47
26.44
26.43
30.26
26.55 18" (E)
26.44
4.75%
0.03%
0.02%
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY,
OR ERROR OR OMISSIONS WHICH MAY HAVE
BEEN INCORPORATED INTO THIS DOCUMENT AS
A RESULT. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
03/26/2024
9 LF 12" DI CL52 @ 9.00%
IE: 27.43 12" (NE)
EG: 32.36