HomeMy WebLinkAboutR-427528N
v
N
19+50
0
-1.5017
LOW PT STA: 20*40.19
LOW PT EL: 3355
PW STA: 20f40. 9
PW EL: 3385
25 00' VC
?OP050 12"
WA TER (TYP)
20+00
LOW PT EL: 33.18
PW STA: .30f65.00
PW EL: .3.3.0.3
25.00' VC
0
Ir
N N
_ at
A 14O
20+50
morn
Q
off'
h
GRADE BREAK
30f 19.00
EL: 34.35
�i 11t
.009
m W
- �� --
209
RAISED -2 879
-
XING ,¢�1
7
67LF 12" DI § 0.0051
1
84L
30+00
1.50%
HIGH PT STA: 31f26.79
H/G
PV/ STA: 31f25.00
PW EL: 34.23
25.00' VC
v
DI 0 0.0050
L
PR POSED 12"
WA TR (TYP)
Im
�C^o
HIGH PT STA: 21 f 17.57
HIGH PT EL: 34.91
P
PO EL: 35. 00
25.00' VC
rn
oQ3
��
WW
161LF
21f00 21f50
ol�� ICI-10
0
V
i 3�
:A W
30+50 31+00 31+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
GRADE
(Typ)
7W PT ST
: 31f97.21
LOW PT
L: JJ22
PV/ STA:
32f00.00
Pw EL
33.11
25.0
Y VC
0
0
HIGH PT STA: 32f56.75
HIGH- . 4.27
PI4 S A: 32f54. 48
PW EL: 34.39
.00' VC
a
��
W
�W
mm
WW
m
WW
2 36q
647
RAISED
0
EX/ST/NG GRADE
X/NG
2 .
.
. .
LJJ
W �Z
IW
RO D B
HOR/Z. SC E.' 1 "=20'
l/ERT. SCA E. 1 "5'
N �
M
32+00
PROPOSED 8"
SEWER (TYP)
000051
PROPOSED 8"
SEWER (TYP)
rN
22+50
rLOW PT L: 33.77
PV/ STA: 33f00.11
PV/ EL. 33.65
25.0 ' VC
Novo
LOW PT STA:
2f91.68
LOW PT EL:
32.84
PW STA: 22
95.66
PW EL: 3
.74
25.00' I,V
N�
N�
��
WW
W
J �$
23+00
HIGH PT STA:
23f65.31
4.25
PW STA: 23f62.63
.
PV/ EL: 34.37
25.00'
VC
mm
WW
2.4490
-1'
1.75q
0..159
7RAISLED
F/N/SHED GRADE
(TYP) X/NG #.3
32+50 33+00 33+50
1 1ST SUBMITTAL CORRECTIONS
2 2ND SUBMITTAL CORRECTIONS
3 95% CD'S
4 3RD SUBMITTAL CORRECTIONS
0101IIIIIIIII IIN 2,vjRiIs] ilk
NO
23+50
30
34+00 34+20
W pl yi ���lr-i
LOW PT EL: 33.65
PW STA: 24f 14.20
PV/ EL.• 33.56
25.00' VC
B/OPODI UNIT
8LF 18" DI
0 0. 0050
12LF 18" PVC
0 0 0.0042
24+00
DJL
9/23/251
SURVEYED:
BY OTHERS
SCALE:
HORIZONTAL- AD 1 1988
HORIZONTAL NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
DJL
4 20 26
DANIEL J. LARSON, P.E.
DJL
5/15/26
DJL
5/26/26
CHUCK FEMLING
ONE INCH
CHECKED.
KATIE LANE, E.l. T.
AT FULL SCALE
SCALE NOT ONE INCH ACCORDINGLY
BY
DATE
APPR
APPROVED:
DAN/EL J. LARSON, P.E.
mL-r") N.-
o^�
NNW
EX/S G GRADE
(TYP)
Ip�
� l
27LF 24"PVC CONNECT TO
00.0041. EX/STING STORM
L_J
W
cQO1���
V h
� O
24+50
25+00
STANDARD NOTES
O
N
v
N
N
1. ALL STORM FRAMES SHALL BE VANED GRATES PER C.0..R
STD DTL 204.2 UNLESS OTHERWISE NOTED. SEE DETAIL
SHEET C4.37.
2. STORM FRAMES W/TH/N SAG CURIES AT LOW POINTS SHALL
BE 8/-DIRECTIONAL 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.
J Lq
�� ••oF wAsy�:?'s' CIVIL ENGINEERING
�• P _ y`-��� LANDSCAPE ARCHITECTURE
PLANNING
�DESIGN SURVEYING
off•, p� 21018929
Fss/ONAL LNG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5126l26 R-427528
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 06/09/2026
W
KENNYDALE GA TEWA Y DATE 5115126 Q
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O
PAGE:
DRAWING NO:
C4.22 Z
ROAD & STORM DRAINAGE PROFILES SHEET: 28 OF 48