HomeMy WebLinkAboutS-392143N
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I*
V
w
SEC-25 11 +50
185
175
170
165
16050 —40 —30 —20 —10 0
SEC-26 12+00
185
184
180 180
176
175
172
170
168
165
164
10 20 30 40 5a60
16050 —40 —30 —20 —10 0
SEC-27 12+50
190
184
180 185
176
180
172
175
168
170
164
10 20 30 40 5a60
16560 —50 —40 —30 —20 —10 0
188
184
180
176
172
10 20 30 4a65
VERT SCALE:
1 " = 5'
S-392143
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
IM
SURVEYED: HORIZ SCALE: DATE:
SCALE °LB 1 =20' VERTICAL: NAVD 1988
83/1 4" _ THUNDER HILLS SEWER / /
20 0 20 40 DESIGNED: BPW HORIZONTAL: NAD 1983/1991 �� CITY 0 10 20 2U22
INTERCEPTOR REHABILITATION FFIIAELLDBOOK:
Stantec DRAWN: LRP _ R E N T O N ONE INCH DATUM WW P-27-03921
DRAWING N0:
(JO
1687 114TH Avenue SE, suite 100 Bellevue WA ( FEET ) CHECKED: BPW AT FULL SCALE Planning/Building/Public Works Dept. GRAVEL PATH CROSS -SECTIONS STA. 11 +50 - 13+00
IF NOT ONE INCH
98004 phone: (425) 869-9448 www.stantec.com 1 INCH = 20 FT N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
43 68