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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILITY CROSSING NOTE:
O UTILITY CROSSING
SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS
PI Ep/
�O OF WASy/ SC
tic
3232GISTE
Ss�ONAL 13,21
8
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
AMPLE HIGHLA
CB 201, TYPE 1 I 44
BI-DIREC77ONAL VANED GRATE
WI7H 7HROUGH CURB INLET
STA. 31 +95.34, 23.26' L
7 8 RIM 455.11
T I 12" 1E OUT 451.60 (W)
a
CB 101 TYPE 2-48"
STA
° - . 26+10.29, 11.41' L
° --=--- a - ---T-- - - RIM 456.69 298 LF 12" PVC 0 1.57% (P107)
72" IE IN 451.25 (£)
6" IE IN 451.75 (N)
12" IE OUT 451.25 (S)
�
-R AD A
9
223 LF 12" LCPE 0 1253% (P2)
°
CB 1 TYPE 2-48"
°
°
STA. 26+ 10.29, 12.93' R-
(/�
9
RIM 456.64
12" IE IN 451.00 (W)
.
--�
-_
__-_-_ -.
12" IE IN 451.00 (N)
\I
L
12" IE IN 451.00 (E)
g
1
18" IE OUT 450.50 (S)
35 LF 12"
LCPE
0 2.8.
(P301
25
LF
18" LCPE 0 20.20% (P1)-` --------
- -- --
---------------
9�-------VAULT
-
------------- -U-----------
INLET,--
----U---------------
-
\
II
-----
STAIIII.6'90
i'a
-
------------18IE IN 445.50(N)
n
II
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-
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I
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----
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II
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II
STORM �--------- ii-------------------
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IL ---- -------'
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26+91.06
1
35 LF 12" LCPE 0 1.01% (P201)
24 LF 12" LCPE 0 1.03% (P101)
CB 301, TYPE 1
8I-DIREC71ONAL VANED GRO
WITH 774ROUGH CURB INLET
STA. 31 +64.58, 22.88' L
RIM 455.02
12" IE OUT 452.00 (W)
475
- -
-- _
EXISTING GRADE
L.P. ELEV = 455.40
L.P. STA = 26+44.88
PROFILE ®� OF ROAD
PW STA = 26+2Z29
P14 ELEV = 454.98
-" -- -_
3. A.D. = 150%
K = 4
+
470
50.00' VC
N
'
FlNISHED GRADE
N
N
N Q
h II Z�
PRORLE 0 IC OF ROAD
465
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4i 4t Q 11
40,E
Q
F ®%
�S
Q J
co O � W
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B
o � ro.
_�
R��
V
LF 12" LCPE 0 2.88% (P301)
460
q�
�, ^ N I
2.00%
\'
455
p
II
I
450
CB 1 TYPE 2-481
35 LF 12" LCPE
445
STA. 26+10.29, 12.93' R
0 1.01% (P201)
RIM 456.64
CB 201, TYPE 1
12" IE IN 451.00 (W)
BI-DIRECTIONAL VANED GRATE
12" IE IN 451.00 (N)
WITH THROUGH CURB INLET
12" IE IN 451.00 (E)
STA. 31+95.34, 23.26' L
18" IE OUT 450.50 (S)
24 LF 12" LCPE
RIM 455.11
CB 101 TYPE 2-48"
0 1.03% (P101)
12" IE OUT 451.60 (W)
440
STA. 26+10.29, 11.41' L
25 LF 18" LCPE
RIM 456.69
0 20.20% (P1)
CB 301, TYPE 1
12" IE IN 451.25 (E)
BI-DIRECTIONAL VANED GRATE
6" IE IN 451.75 (N)
WITH THROUGH CURB INLET
12" IE OUT 451.25 (S)
STA. 31+64.58, 22.88' L
ROAD A
RIM 455.02
12" 1E OUT 452.00 (W)
d-
N-�
��
NI-d-
24+80 25+20
1 CITY COMMENTS 11.12.19
D.R. STRONG 2 INTAKE COMMENTS
CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21
ENGINEERS PLANNERS SURVEYORS
620 - 7Ih AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423 N 0. REVISION
25+60 26+00
YLP
02.14.201
YLP
SURVEYED:
DJC
YLP
06.16.21
YLP
DESIGNED:
YLP
YLP
08.13.21
YLP
DRAWN:
GLB
CHECKED:
YLP
BY
DATE
APPR
APPROVE
26+40 26+80 26+90
475
470
465
460
455
450
445
=0
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
ONE INCH neT'm
AT FULL SCALE aw�,v Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
T
C)
m
,
LJ
H
•
H
00
Q
J
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
mul.rerjElaw
VERTICAL
R-409120
IN COMPLIANCE WITH
CITY OF RENTON STANDARDS
0
SURFACE WATER UTILITY
Z
krevans 10/01 /2021
Q
J
DEVELOPMENT ENGINEERING _�
I
_v
n'anders 10/01 /2021 '
1
=
LU
MAPLE HIGHLANDS
DATE:
09.05.19
ROAD A STORM DRAINAGE
PLAN AND PROFILE
FIELDBOOK:
PAGE:
L
16210 SE 134TH
STREET
DRAWING
C20
RENTON, WASHINGTON 98059
SHEET OF:
20 41
DRS PROJECT NO. 17020