HomeMy WebLinkAboutR-409121z
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UTILITY CROSSING NOTE:
O UTILITY CROSSING
SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
C!
CB 201, TYPE 1
DIRECTIONAL VANED GRATE
WITH T1-1Rnl1(;H r'11RP INI FT
3 33+
NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHI.ANDS
STA. 26+ 10.29, 12.93' R
33+60 33+20 32+80 32+40 32+00 31 +60 31+20 30+80 30+40 30+00 29+60
AS -BUILT
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024."
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423 N
1
FINAL AS—BUILTS COMMENTS 2.28.24
REVISION
YLP 102.28.241 YLP
LX
LJ
00
T
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NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
R-409121
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Cn
0
z
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SURVEYED:
DJC
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
aw'�,v M
• DTY OF
R E N T O N
Pic nning/Building/Public Works Dept.
MAPLE HIGHLANDS
164TH AVENUE SE STORM DRAINAGE PLAN AND PROFILE
16210 SE 134TH STREET
RENTON, WASHINGTON 98059
DATE:
09.05.1 s
J
�
DESIGNED:
FIELDBOOK:
PAGE:
DRAWN:
GLB
ONE INCH
DRAWING NO:
C21
CHECKED:
YLP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVE:
YLP41
SHEET: 21 OF:
DRS PROJECT NO. 17020