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PSE APPROVAL IS REQUIRED PRIOR TO STORM INSTALLATION CB # 9 CB#13
(TYPICAL)
EXISTING STORM MAIN TO BE
REMOVED
13+00.00
12+00.00
EXISTING CULVERT TO BE PORTION OF THE NORTHWEST
FILLED BY CONTR- SECTION 5 TOWNSHIP 24 NORTH RANGE 5 EAST. W.M.
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CB#8 X' ING STM INVERT=455.95 CB#7 PRE -DIG AT THIS LOCATION
X' ING SAN INVERT=454.04 TO FIND THE EXACT
LOCATION, IN CASE OF ANY
STORM SEWER PLAN -106TH AVE CONFLICT INFORM E.O.R
PLAN SCALE. 1 "=20'
s.
468.00
EXISTING CB
STA. 63.25' 14.01
RIM EL=462.88
I.E. 12" PVC N=460.32
I.E. 12" PVC N=460.31
466.00
EXISTING GROUND
464.00
462.00
460.00
458.00
EXISTING CB TO BE RECONNECTED TO C137 & ABANDON
ONCE THE NEW MAIN BECOMES FUNCTIONAL
456.00
454.00
FOR CONTINUITY OF STORM
SYSTEM REFER TO SHEET#8
452.00
450.00
PROPOSED CB#7
CITY OF RENTON (TYPE-II-48" DIA)
STA. 10+93.00'
RIM EL=463.28
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LEGAL DESCRIPTION
THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
468.00
SED CB#5
F RENTON (TYPE-1)
+76.25'
.=463.58
PVC N=459.25
PVC S=460.47 466.00
464.00
XISTING
ULVERT
0 BE REMOVED
462.00
BOTTOM OF DITCH
460.00
PROPOSED STORM
MAIN CONNECT WITH
EX CULVERT
458.00
456.00
454.00
452.00
450.00
Cil
601
,lox
�x
ON
I.E. 12 PVC E=452.10
I.E. 12" PVC N=452.00
448.00 448.00 Q
I.E. 12" PVC E=455.87
1 1 +00.00 10+00.00 1 1 +0.00 10+0.00
STORM SEWER PROFILE -106TH AVE
��``�� wAs"��� DETAIL OF EXISTING CULVERT CONNECTION TO MANHOLE
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SURVEY BENCHMARK
CITY OF RENTON BM 1852, BRASS DISC IN CONC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD 88 = 454.769 FEET
CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH
AVE SE PUB ELEV = 448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
A's
SCALE. 1 "=2'V, 1 "=20'H u � � SCALE. 1 "=2'V, 1 "=20'H
LL
R 410911 0
41773 /,c,,,�'�'
OF 9fCIS1fp��,�
�SS70NA1. E� I
2023-D3-15 IN COMPLIANCE WITH CITY OF RENTON STANDARDS u�
O
CALL 4 8 HOURS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY z
Michael Sippo 03/30/2023 J Farah 03/30/2023 LL1
BEFORE YOUR D
DIG CALL 811
Q
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4G1
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
5.
REISSUED FOR REVIEW
SGC
2023/03/14
AB
SURVEYED:
SURVEYED
SCALE:
AS SHOWN
1988
HORIZONTALLY NAD�9 3/1991
DATUM
C TY 0 F
RRENTON
Planning/Building/Public Works Dept.
M ADU EN 0 SHORT PLAT
19805 108TH AVE SE RENTON WA 98055
STORM SEWER - 106 AVE S E - STATION
1 0+00.00 TO STATION 1 3+00.00
DATE
2023/03/14
�
U
LLl
4.
REISSUED FOR REVIEW
SGC
2022 12 02
AB
DESIGNED:
EM
3.
REISSUED FOR REVIEW
scc
2021/04/14
AB
FIE023
PAGE:
2.
REISSUED FOR REVIEW
MK
2020/06/19
qg
DRAWN: MK
ONE INCH
0
CRAWING N0
11
1.
ISSUED FOR REVIEW
MK
2019/11 /19
AB
CHECKED:
RM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED: AB
51_OF_42
El-