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LOW PT STA: 10183.65 LOW PT STA: 12f32.73
LOW PT EL: 33.21 HIGH PT STA: 11f80.60 LOW PT EL: 33.63 HIGH PT STA: 12f 95.76
P14 STA: 10*81.80 HIGH JOTIZ-34.27 PW STA: 12*32.60 H/GH 4.46
PI/I EL: 33.10 PVl EL: 3353 PI/l STA: 12 95.18
25. 00' VC PV/ EL: J4.35
4PVl STA: 1 . 35 3.75 25. 00' VC PV/ EL: J4156
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LOW PT EL: 33.62
PV/ STA: 13*65.00
PV/ EL: 33.51
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HIGH PT STA: 14176.04 HIGH PT STA: 16*98.49 HIGH PT STA: 19*02.65
IHIGH PT EL: 35.67 HIGH PT EL: 35.94 HIGH PT EL: 35.84 I
PVl STA: 14f75.00 LOW PT STA: 15*66.61 PV/ STA: 17*00.00 LOW PT STA: 18f21.41 PV/ STA: 19f00.00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
1 1ST SUBMITTAL CORRECTIONS
2 2ND SUBMITTAL CORRECTIONS
3 95% CD'S
4 3RD SUBMITTAL CORRECTIONS
DJL 9/23/251 SURVEYED: SCALE:
1988
SY OTHERS VERTICAL HORIZONTAL- NAD 1983/13/1991
DJL 4 20 26 CITY 0 F
DESIGNED:
DJL 5/15/26 DAN/EL ✓. CARBON, P.E. jrhR
RENTON
DJL 5/26/26 CHUCK FEML/NG
ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
KATIE LANE, E.l. T. SCALE NOT ONE INCH ACCORDINGLY
BY DATE APPR APPROVED:
DAN/EL ✓. LARSON, P.E.
74LF 12" DI 0 0.005i
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STANDARD NOTES
1. ALL STORM FRAMES SHALL BE VANED GRATES PER C 0..R
STD OTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL
SHEET C4.37.
2. STORM FRAMES W 171IN SAG CURIES AT LOW POINTS SHALL
BE BI-D/RECT/ONAL VANED GRATES PER C. O.R. STD DTL
204.3. SEE DETAIL SHEET C4.37.
3. PIPE MA TER/AL SHALL CONFORM TO THE 2017 RSWDM
CHAPTER 4, SECTION 4.2.1. AND TABLE 4.1.1.A2.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5126l26 R-427527
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 06/09/2026
KENNYDALE GA TEWA Y
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056
ROAD & STORM DRAINAGE PROFILES
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FlELDB 0/15�26
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DRAWING N0:
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SHEET: OF:
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