HomeMy WebLinkAboutSWP2703334.2/ � I
/ WSD T ENCH MARK 11 �_
SEES E 2-
,/ 0 I
1Q FILL EROSION DITCHES I
SEE SHEET 2 �
C-3 J '
Q
EX 8" DI WATER o
/ SERVICE TO HYDRANT I �
EX SDMH TYPE II / CB 1, TYPE 1 L � I �
RIM EL=110.67 / 1&REPLAC PLASTIC R OVE EX CB (b
NE 20" IE= 87.0 / STOP NE E CB TYPE I ii �, �' ? DISCHARGES
SW 21 " IE= 87.0 AS NE DED R EL= 114.77 ti ,'' SOMEWHERE
E 6" IE= 106.24 /' 6" IE= 111.57 1 ON SLOPE
I
16
El EX 6-SD N _ 18 "SD ,
CAUTION
�I
PROTECT SSMH 3I I
SS MH-48 00
SSMH // N/ 18" RIM EL=118.84 I loll I
$� EST IE= 110.9 / I
4t_--
STOP
�1g --
1 0 SIGN
RESTORE CURB, A, v PLUG IN ,SDM-H
GUTTER, SIDEWALK SIDEWALA MP CAUTION PO BLE I
/ TYPE
Wlv� THRUST�LOC I � � �
' 6 W ' \ EX SDMH TYPE II GRAVEL D IVEWAY -
----------------- ��- -- - -- i
_ _ \ DO NOT LOCK
--------- I RIM EL=119.36
/---------------- - - --- -
I ; \� NE, S 12" IE=109.93
/ = J NORTF
120
i ABANDONED
6" SIDE SEWER ----
' � I ; /-------------------- SCALE: 1 "= 10'
/ Q
�f
/ Z ---
001 � � EX D H TYPE II-48 �
O I RIM EL=121.90
- I ❑ ' N,S 1 " IE=111.88
3
W �I I
I EXISTING STORM SYSTEM REFERENCE PLANS:
' R-1939 RENTON AVE S STREET IMPROVEMENT, APRIL 1983
J I 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:
10 RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING.
O PLUG EX SD IN CB
O3 CORE DRILL CB FOR NEW SD PIPE.
® POTHOLE PRIOR TO START OF CONSTRUCTION.
A•333402
--------------------------- --------- ................... : ........................ -------------------------------- : ........... .. ............................------------.....---............-----------...................................................... .................... .................... ................... ................... --------------..............-----------------..............------------------.---------...........................---................... ................... ................... .................... .................... ....................
.
SCALE :HORIZ:: 1" 1 0PROFILE ALONG NEW PIPE LINE
VERT: 1 "= 5' = POTHOLE GAS LOC :
TO 1 FT BELOW NEW SD
= : CONTACT PSE BEFORE = = = = ........ ....................................... ---------..............------.......................-----.............----------------•----------- ................... ----....................................
----- _ --- _.._.................._...._.-----------------:----- POTHOLING '('�/ C
_8" GAS EX: SDMH _ _ TYPICAL PICAL TRENCH BEDDING AND BA KFILL (NT8)
UNK EL ® RIM EL=1 19.36 :
:------- : 93
EX SDMH NE; S 12" IE=1:09. _
8" IE=11450
TRENCHEXCRVATIpNRIM EL-'110.67 W :1
..-- --- ... .................. ............... -= ..= :..................: ..... .
.........................
NE 20" IE=: 87.0 : : 6 SS: APPROX LOC i : : : PAY LIMIT 5 -0- MAXIMUM :
= CB-1, TYPE 1 L
SW 21 " IE=: 87.0 CONFIRM ABANDONED _ _
: FRAME AND: GRATE , SEE :DETAIL FOR PAVEMENT PATCH
E 6" IE=106.24 RIM EL=114.77
= :REMOVE N 6" : E 18" IE=t11.00 :
: NEW E 18" :IE=106.2 : �. SSNtH ;
W 18 IE=1 10.75 : : RIM: EL=1 18.84
G........................................:...................:...._.......:.................."..... .......:---------- -- :.a. ...- ...----.... BA.CXFILL..MATERI.AL................. :........................................
........ ..... ...................•'� Zfl - ...... ........ _................. :IE-1 10.9 .... 12 n 4 a
_ - a a NATIVE IF IT MEETS SPECS, OR IMPORT PER
REMOVE Ex CB ; _ SECTION 9-03.19 :(BANK RUN GRAVEL).
AND 6" PIPE
=
GAS : : : :
d
PIPE :ZONE MATERIAL
a:
PER WSDOT 2006:SEC11ON9-03.12(3)
O i =� _ 1" MIN. _ GRAVEL BACKFILL:FOR PIPE ZONE BEDDING:
- 110.. ........................"........................................ .: ---.........---............. ...... ................... .......................................................... ----:
------------------.................................--------
... ..
8S5 EST EL NEW UTILITY PIPE-
: : EST: EL C)
: ? GAS
6"MIN
: a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
: :
DEPTH AS APPROVED BY ENGINEER
....:54..LF..18. CPEP......0.0648.. /...........................:...................: =
........ ........... :...... ..............1.0�.....:...................:..................:..... :...............:...................:..................
- '•'a' a � "BA"CK�ILL""""WITH""FC�11�D'AT10N"M"A'TERIAE"1VfE1=�ING..............
=15SECTION 9-13.6 QUARRY SPALLS
REMOVE EX 6"SD : _ - = NOTES
40 LF 187CPEP ® 0.1:138 FT/FT : : = 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.:
: 2
HAND :TAM
P UN HAUNCHES
.----........ .............. ----------------- 1 ZONE MPTERI4L To 90� MIN) 'DENSITY
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 MAINTAkNED. = -
CS ►M/
CHECKED FOR COMPLIANCE FP W tiF 1 ADDENDUM 1 - ADDED SIDEWALK RAMP STOP B R s"'�D. �: VERnCAL*NAVD19M DATE.
F. °F AS iy ►rowza�rnw NAD ,ss3�,s9, n 8/23/2006
TO CITY STANDARDS RECOMMENDED ORIGINAL PLAN STAMPED �� �� GULLY RESTORATION DWC 8 23 6 As Noted ,.� CITY OF
RENTON AVE S / S 3rd ST °"`
BY: RONALD J. STRAKA RENTON
ORIGINAL PLAN SIGNED BY: PE# 29727 � z ��• GLF, DWC _
RONALD STRAKA 8/18/06Date FOR APPROVAL
LYS LD ST A 8/18/0 BY DANIEL CAREY 8/18/06 EXPIRES 10/16/07 ,� XXXXX a GLF, DWC _ �, STORM SYSTEM OUTFALL RELOCATION PDRAMNG NO,
AGE.
s, DATUM
uate p SIGNED 8/18/06 FsA� �� `"E`er �S ^T FULL Planning/Building/Public Works Dept.
Date BY APPROVED. IF Nor CO uNGL SHEER OR
N0. REVISION BY DATE APPR Res � "�0�'"G"' 1 2
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