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SEE CHANNELIZATION PLAN-
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24
N r, RIM: 29.66
IE: 28.04 8" (S)
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N FERNCO 18" CONCRETE x
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GRAPHIC SCALE
0 10 20 40
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1, 60" TYPE 2
RELOCATE
GRATE IN FLOW LINE
STA
13+19.97, 39.75' LT ADJUST RIM
TO FINISHED GRADE
EX CB
4, EXISTING TYPE 1
IE: 26.78
RIM: 30.19
18" (E) (EX)
88.09, 20.62' LT
STA 21
IE:
6.78 24" SW
(SW) EXISTING GRADE AT
RIM: 29.97
E
IE: 27.41
12" (E)
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PROPOSED
GRADE AT
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EXISTING
PROPOSED
WATER AT CENTERLINE
66 LF 12" DI CL52 @ 1.03%
EXISTING 18" WATER MAIN 12-INCH WATER MAIN, @
AT ROAD CENTERLINE WATER MAIN CENTERLINE.
EXISTING GRAD
AT EXISTING FL
PROPOSED GRADE
AT PROPOSED
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FLOW
LINE
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WILLIAMS AVENUE SOUTH PROFILE
SCALE: 1 "=20' H
1 "=2' V GLAS G T ■
Civil Ergiriews
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22+00
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KEYNOTES
OSTREET
LIGHTING AND CONDUITS PER TRAFFIC
PLAN.
OPEDESTRIAN
PUSH BUTTON AND ASSOCIATED
APPURTENANCES PER TRAFFIC PLAN.
O3
BOREHOLE PER PSE PLAN.
OPOWER
CONDUIT (SHOWN FOR REFERENCE ONLY),
FOR UNDER -GROUNDING OF POWER, SEE PSE PLAN.
OSEE
PSE PLAN FOR POLE RELOCATION AND ALL
OTHER POWER APPURTENANCES, SHOWN FOR
REFERENCE ONLY.
LEGEND
EG EXISTING GRADE ELEVATION
FIG FINISHED GRADE ELEVATION
FL FLOW LINE ELEVATION
TIC TOP OF CURB ELEVATION
OR X X GRADE/SLOPE
-XXX- - EXISTING MAJOR CONTOUR
- - - - 'X- - - EXISTING MINOR CONTOUR
XXX PROPOSED MAJOR CONTOUR
XXX PROPOSED MINOR CONTOUR
RIGHT-OF-WAY/PROPERTY LINE
CENTERLINE
CONCRETE CURB AND GUTTER 2
C7.30
ASPHALT PAVEMENT - STANDARD
DUTY
ASPHALT PAVEMENT - HEAVY DUTY
CEMENT CONCRETE - STANDARD 3
4 DUTY C7.30
CEMENT CONCRETE - HEAVY DUTY
HMA CL -1" PG 64-22, MATCH EXISTING
177} THICKNESS, NO LESS THAN
- + + + 4-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
�- 2" GRIND AND OVERLAY, HMA-1" PG
64-22. GRINDING NOT REQUIRED AT
FULL DEPTH REPLACEMENT AREAS.
PVI STA: 0+18.89
PVI ELEV: 30.45
K: 1.00
LVC: 7.37
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SCALE: 1 "=5' H
1"=1.25' V
°F WAsyrNgld� 1 1 Sftdn iEngmaa� 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE:
P T.L. HORIZONTAL: NAD 1983/1991
5� 2 PERMIT REVISION JN 4/25/22 DT PER SHEET CITY OF
n a Ms ape Arohde DESIGNED:
/ �- Cemmeeity�aa�e� 3 PERMIT REVISION JN 5/12/22 DT J.N. � RENTON
101096
Land Su y. DRAWN: J.N.
n� $ 35702 �cp`� Mob- ONE IN DATUM °
.� �ISTF.F• CHECKED: AT FULL scALE Planning/Building/Public Works Dept.
�SStoNAL 8T A C O M A • S E A T T L E DT IF NOT ONE INCH
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
0511212022 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
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WATERSHED APARTMENTS 2
CIVIL CONSTRUCTION PERMIT FIELDBOOK: (n
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WILLIAMS ROAD AND PAVING PLAN C%. � 0 Q SHEET: OF:
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