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NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
MAPLE HIGHLANDS
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37 LF 12" LCPE 0 1.36% (P204) I.
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CB 204, TYPE 1L
STA. 15+06.78, 12.17' R
% RIM 509.13 II
- _ 12" 1E OUT 506.00 (SE)
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7C6 104, TYPE 1L
STA. 20+68.28, 12.17' L
RIM 508.64
12" 1E IN 505.50 (NW)
12" 1E OUT 505.50 (S)
20 LF 12" LCPE 0 0.98% (P104)
L.P. ELEV = 509.48
L.P. STA = 15+04.63
PW STA = 15+19.63
PW ELEV = 5OZ 03
A.D. = 9.07%
K = 24
220.00' VC
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d CB 4, TYPE 1L
STA. 20+6Z79, 8.17' R TRACT B
RIM 508.73 TREE RETENTION
12" 1E IN 505.30 (SW) NOT PART OF PROJECT AREA
12" 1E IN 505.30 (N) TAX PARCEL #1457500026
12" 1E OUT 505.30 (E) v�
° q 36 LF 12" LCPE 0 4.67% (P5)
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108 LF 12" LCPE 0 1.39% (P6) --
CB 5, TYPE 1L
STA. 14+34.78, 12.17' R
RIM 510.14
12" 1E IN 50ZOO (S)
12" 1E OUT 50ZOO (NE)
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RENTON COUNTY
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CB 6, TYPE 1
STA. 13+26.71, 12.17' R
RIM 511.55
12" 1E OUT 508.50 (N) I Q
H.P. ELEV = 512.36
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H.P. STA = 13+60.08
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PW STA = 13+5Z 16
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PW ELEV = 513.39
A. D. = 8.32%
LU
K = 12
100.00' VC
CB 5, TYPE 1L
STA. 14+34.78, 12.17' R
RIM 510.14 CB 6, TYPE 1
12" 1E IN 5OZOO (S) STA. 13+26.71, 12.17' R
- 12" 1E OUT 5OZOO (NE) RIM 511.55
-
------------
- 36 LF 12" LCPE 0 4.67% (P5) 12" lE OUT 508.50 (N)
CB 204, TYPE 1L CB -TYPE 1L------8" PROPOSED SEWER
STA. 15+06.78, 12.17' R STA. 20+6Z79, 8.17' R --
RIM 509.13 RIM 508.73
12" 1E OUT 506.00 (SE) 12" 1E IN 505.30 (SW)
12" 1E IN 505.30 (N)
12" 1E OUT 505.30 (E)
20 LF 12" LCPE 0 0.98% (P104)
37 LF 12" LCPE 0 1.36% (P204) CB 104, TYPE 1L
STA. 20+68.28, 12.17' L
RIM 508.64
12" 1E IN 505.50 (NW)
12" 1E OUT 505.50 (S)
162NDI AVE SE
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GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
490 HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
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16+53.66 16+40
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15+60
15+20 14+80 14+40
14+00 13+60 13+20
UTILITY CROSSING NOTE:
O UTILITY CROSSING
SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS
1 CITY COMMENTS 11.12.19 YLP 02.14.201 YLP SURVEYED: SCALE:
wC VERTICAL: NAVD 1988
D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNEDAS NOTED HORIZONTAL: NAD 1983/1991
Y�
CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP
DRAWN:
ENGINEERS PLANNERS SURVEYORS GLB ^-
ONE INCH neT'm
620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED:YLP AT FULL SCALE awe, v
IF NOT ONE INCH
0 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
YLP
C TY OF
RENTON
U'R
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Planning/Building/Public Works Dept.
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13+00 R-409117
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn
p
SURFACE WATER UTILITY Ar, , IL z
krevans 10/01 /2021 Q
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[nja:nders
EVPMENT ENGINEERING v
r
10/01 /2021 =
LU
DATE:
MAPLE HIGHLANDS 09.05.19
162ND AVE SE STORM DRAINAGE PLAN AND PROFILE FIELDBOOK:
PAGE:
DRAWING
16210 SE 134TH STREET C 1 7
RENTON, WASHINGTON 98059 SHEET 17 OF-41
DRS PROJECT NO. 17020