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I /� `yir %- � \ EX 8" DI WATER � I
EX SDMH TYPE II /� r -i 'Bid 1, �(YPE 1L \ SE VICE TO HYDRANT
RIM EL = 110.67 ,I / QREPLACE PLASTIC ,/ REMOVE EX CB
NE 20" IE= 87.0 i STOP LINE %J Ex CB TYPE I \ p / / ?DISCHARGES
SW 21 " IE= 87.0 AS NEEDED L ! R M EL= 114.77 / / ON SLOPE SOMEWHERE
E 6" IE= 106.24 6" IE= 111.57
�, —;'EX GsD NEW la °sD r c ! / 116 —
El ! - - - -- �- CAUTION i I
PROTECT SSMH
SS MH -48
M � i I
SSH �/ I _ _ N�(/ '8 $ RIM EL_ 118.84 /
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p
EST IE= 110.9 �' I
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i" 'TOP
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sicN I PLUG IN SDMFII
RESTORE CURB, �SID EWALK�RAMP /.
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GUTTER, SIDEWALK TYPE 2A \ CAUTION PO S BLE/
WA�THRUSII L C I K
- -------- - - - - -- - -� ----- — — — — — — — — - - - -- - LOCK
/ - - - I REX IM SDMH TYPE 9.361 NOT D LOS
i— _ _ _ _ i \ GRAVEL
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- - - - - -- -
L G - ------ - - - - -- NE S 12" IE -109 93
120
NORTH
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to z 0
/ Q I i ji`� SCALE: 1 "= 10'
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EX D H TYPE II -48
RIM EL= 121.90
I ❑ N,S 1 " IE= 111.88
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EXISTING STORM SYSTEM REFERENCE PLANS:
R- 1939'RENTON AVE S STREET IMPROVEMENT, APRIL 1983
/ 1 I R -2239 WSDOR SR -405 TUKWILA TO SUNSET BLVD, AUG. 1990
CALL 48 HOURS BEFORE YOU DIG
1- 800 - 424 -5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS
IN THE AREA.
C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS,
AND SHALL MATCH EXISTING.
DRAWING NOTES:
1Q RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING.
Q PLUG EX SO IN CB
Q3 CORE DRILL CB FOR NEW SD PIPE.
® POTHOLE PRIOR TO START OF CONSTRUCTION.
0'333402
- - ......_..._ ........ ....._. ...........
- -- ------- ------- ------ -----------------------------------------
SCALE = HORIZ: 1 "= IV
---------- ------ ---- ----------- ------------------------------- -- ---- ------- --- -- ------- - ----- ----------- - - - - -- .. ' ........._.... -- -- --....--_------......................-----------------------------------------------
PROFILE ALONG NEW PIPE LINE
---- ----
--------- - -------------------
......... --------- .... .......... -- - ................_...... ................._......._..... .................. ...._........._................
VERT: 1 "= 5'
POTHOLE GAS LOC
TO 1 FT BELOW NEW SO
-----
CONTACT PSE BEFORE
.... ... .......... ----
------- ---- --------- --- -
------ ---- ------- -------
-------- ...... ..
------------------ -- -------------- --------- - - - ---
----- - ----- ------- ---------- --------- --- ---------- -----------------------------------------------------------
POTHOLING
8" GAS ®:
E X. SDMH
TYPICAL TRENCH BEDDING AND: BACKFILL (NTS)
_ UNK EL
RIM EL-119.36:
E< SDMH -
NE S 12" (E 109.93
. ......... ....... .......
RIM EL110.67
...-- ---... ------- --
--------- - ------ -. - -- .......... .. .. .. .._.........
.-'---- --. .... .... :.....
"SS
W =
18" IE 11450
---
�- 5 ------- ---------
- ----
TRENCH EXCAVATION ... :. ..:
-----�-� --.... .............. ....... .... ..... ............. ...............
-
NE 20" iE =: 87.0 _
= -
CB -1, TYPE 1L
6 APPROX LOGS
: i
-
PAY LIMIT S' -0' MAXIMUM
-
SW 21' IE =: 87.0 -
: FRAME AND: GRATE :
CONFIRM ABAND D
NFIR ONE
' .
SEE DETAIL FOR PAVEMENT PATCH
-
E 6' IE= 106.24 -_
RIM EL= 114.77
:REMOVE N 6"
= E 18" IE= 111.00
SSMH
=
n/�
......... .......'--....................- 420 --...
NEW E 18"-[E=106.2
- - - =
-- ----- -------'--_-------------
-
W 18" IE =110.75
- - ...................
-----_-
_
RIM: EL- 118.84
.._.....
- - ................... ...............:.....
:
.............:.................
............... ..—
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----------- -- --------
2 - -
4fl
-
----- -------------
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......:.a.:..---.. .a..a... °..a -'---- ---:
..... BACKFILL.. MATERI. AL....:............:---...... ..........:...................'
_ _'---............'_.......
:IE =110.9
I :
P Eft
REMOVE EX CB
S CThN1 9I 03.19T(BANKCRUN GRAVER)
AND 6" PIPE
-
:145 - - -
- -. - - -. - - -- --
-
-
.... ..... -
? GAS t_, :
—
-
...
-
- -
a a
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PIPE :ZONE MATERIAL
:Q
PER WSDOT 2006:SECTION9 03.12(3)
-
0
ti
-
12" MIN
GRAVEL L L FO R PIPE ZON E BEDDING: '
C KPFII
- -- .................... . 1.10—
... .
-
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....
r
§T EL
- -
- - - --
U - - -- --
-
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LBITAY P
- '
EST: E L
? GAS
6 "MIN
"CPEP
a
°
EXCAVATION OF UNSUITABLE SDIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
_.........
1 O5
3 ........................:......
.............:................. .............. ..
54 LF 18 ® 0.0648 FT Fi
.... / ........
.....
.............. .............. ..............
............... ...............
...........
............ ....
.. a....
"BACKFILL - WITH -- FOIINDA110N'' MATERIAL' MEE`UNG..
SECTION 9 -13.6 QU ARRY SP ALLS
REMOVE EX 6 "SD
NOTES
40 LF 18 "CPEP ® 0.1:138 FT /FT :
1. PROVIDE UNIFORM. SUPPORT UNDER BARREL -
1fy0___..........__
........... .............._.............."'
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----- - --------- -- ------------------
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......... ............. -_.._....:....._...........
ZONE
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-
:
3: COMPACT PIPS MATER AtTTO 909`�MINIMUM DENS77Y
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO
ENSURE FLOW LINE IS MAINTAINED.
CHECKED FOR COMPLIANCE
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ADDENDUM 1 -ADDED SIDEWALK RAMP STOP B R
"'"`£
.v.. "'
warx: xo ,sm
p®° "D1B0. "BB1
8/23/2006
TO CITY STANDARDS
ORIGINAL PLAN SIGNED BY:
RECOMMENDED
FOR APPROVAL
ORIGINAL PLAN STAMPED c
BY: RONALD J. STRAKA $
GULLY RESTORATION DWC
8/23
6
cLF. DWC
As Noted
CITY OF
RENTON AVE S / S 3rd ST
RONALD STRAKA 8/18/06 Date
PE# 29727
waaec
cLF, DWC
R E N TO N
STORM SYSTEM OUTFALL RELOCATION
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LYS HORNSBY 8/18 0�y,
-Uate
BY DANIEL CAREY 8/18/06
EXPIRES 10/16/07
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NO. REVISION BY DATE APPR RJS Y * t 2
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