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BUTTON TO REMA
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: 27.51 12' (NE) 28.01
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SEE CHANNELIZATION PLAN - o M
FOR PAVEMENT MARKINGS M
CB - -
SOLID LID, TYPE 1
RIM: 30.33
IE: 27.13 (S), 27.07 (N) 18" (EXIST)
IE: 27.22 12" (NW)
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= 2
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IE: 26.78 18" (E
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(EX) 26.55 REL CATE
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IE:�&24" (S
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) 26.44 ADJ ST RI
- RIM:
TO FINISHED GRADE
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EX CB# 4, EXISTING TYP 1
STA ^^ 1 88^^ nn 62' 1 T 1 +88.83, 26.93' LT
RIM:29.97 30.78
IE:27.41-12"(E) 26.28 24" NE)
�EI7TE RL
EXISTING
GRADE AT
EXISTING
FLOWLINE
PROPOSED GRADE ATFUOTVEINE
- - - -
-
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EXISTING
GAS
EXISTING 18" WATER MAIN
SIZE
12-INCH WATER MAIN, @
AT ROAD CENTERLINE
WATER MAIN CENTERLINE.
EXISTING GRAD
AT EXISTING FL
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AT PROPOSED
FLOW
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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.
U
-5
-10
N
M
C
W
0+46.13
040/�1�11
LEGEND
EG EXISTING GRADE ELEVATION
FG FINISHED GRADE ELEVATION
FL FLOW LINE ELEVATION
TIC TOP OF CURB ELEVATION
OR X:X GRADE/SLOPE
EXISTING MAJOR CONTOUR
- -XXX- - 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
TANDARD 3
C7.30
EAVY DUTY
-CH EXISTING
1AN
USHED
>E.
,HMAZ"PG
QUIRED AT
ENT AREAS.
0+40 0+30 0+20 0+10 0+00
1 IN
Cml Engineer
001 ASI-001 CJ 9/27/22 DT suRVEYED: SCALE:
SWctual Engineers T.L. VERTICAL: NAw 1988
002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1983/1991
_ LandsrapeArchdects DESIGNED:
Com ,1yPlanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N.
13'Hj
Unds-yo. 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N.
Neghbars ONE INCH DATU M
Know what's below. 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE
TACOMA • SEATTLE DT IF NOT ONE INCH
Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253 383 2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
A0% CITY OF
PRI vamff
RENTON
Planning/Building/Public Works Dept.
5
to]
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R-420019
IN COMPLIANCE WITH CI FSTANDARDS �
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
WILLIAMS ROAD AND PAVING PLAN
CW
G
Q
Q
0
LU
DATE
03/28/2023
=
FIELDBOOK:
PAGE:
�
DRAWING NO:
C7.10
Q
SHEET: OF:
28 48