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FG: 31.07-
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RIM: 32.22
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03/26/2024 11 +00 11 +50 12+00 12+50 13+00 13+50
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.
Civil Eigineen
001 ASI-001 CJ 9/27/22 DT SURVEYED: sca.E: 1 ShucNraiEngirieers T.L. HOR ONiAL: VERTICAL NAD 1983/1991
- ��-p�k,G,;r.rs 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET
caamuaiyaiaaaers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N.
O � 'I^°S-y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N.
� �hyma ONE INCH DATUM
005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED:
AT FULL SCALE
T 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
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL
2a
OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
--- -- -- -- -- -- -- -- -- -- ---
EG EXISTING GRADE ELEVATION
FIG FINISHED GRADE ELEVATION
FL FLOW LINE ELEVATION
TC TOP OF CURB ELEVATION
OR X� GRADE/SLOPE
...X 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
° CEMENT CONCRETE -STANDARD 3
.p. DUTY C7.30
.; . CEMENT CONCRETE -HEAVY DUTY
HMA CL�" PG 64-22, MATCH EXISTING
-{- -I- THICKNESS, NO LESS THAN
+ + 4-INCHES. 6-INCHES CRUSHED
SURFACING TOP COURSE.
�- 2" GRIND AND OVERLAY, HMA" PG
64-22. GRINDING NOT REQUIRED AT
FULL DEPTH REPLACEMENT AREAS.
FOR ALL
PLANTINGS, SEE
LANDSCAPING
PLAN
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.
CURB RETURN TABLE
NUMBER
STATION
OFFSET
ELEVATION
DESCRIPTION
1
20+11.99
28.21' LTT
30.50
PC, R = 50.5'
2
20+33.84
15.08' LTT
30.26
M I D
3
20+59.31
14.30' LTT
30.02
PT
4
20+67.68
16.21' LTT
29.94
PC, R = 211.5'
5
20+91.05
20.17' LTT
29.73
M I D
6
21+14.71
21.50' LTT
29.60
PT
7
20+79.80
38.75' RTT
30.76
PC, R=10'
8
20+77.96
28.04' RTT
30.56
M I D
9
20+86.96
21.97' RTT
30.07
PT
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IN COMPLIANCE WITH CITYRF42OO S ANDARDS
�
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
75
Cn
GRADY WAY AVENUES. ROAD AND PAVING PLAN
W
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Q
W
DATE:
03/28/2023
=
FlELDBOOK:
PAGE
DRAWING N0:
C7.00
Q
SHEET: OF:
27 48