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EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
SEE EROSION 2 DITCHES V
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GENERAL NOTES:
EX 8° DI WATER 0,
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A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
SERVICE TO HYDRANT
EX SDMH TYPE II ASBLT ,� `/ CBI 1, TYPE 1L i ,,a
RIM EL = 10 RIM 110.61 b REMOVE EX CB
B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
-67 ���
1&REPLACE PLASTIC
NE 20" IE= 0 NE 90,78 STOP LINE j EX` CB TYPE I �� d \ ?DISCHARGES
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS
SW 21 IE= 8 _ S 9078 AS NEEDED SOMEWHERE
RIM EL- 4.77 \ �, -�
E 6" IE= 106. E 1b5.43 6° 111-k7 / ON SLOPE
IN THE AREA.
__,� __ -- ! �� RI
-- 4.
RIM 114.51 /
--- '• -EjF�. (� - / r CA TION I 1
-A-- - 18'r_s`p - - -- r L 110.41 1
�- SSMH
C. TRENCH PATCH SHALL BE PER CITY DETAIL HR -23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
_ W 110.43 RIM 118.83 PR ECT / I
_ - - -_
--_ I
D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS,
SHALL MATCH EXISTING.
L °"-` _ CL CHAN104.74 /'
'
AND
SS MIT � !
SSMH / i ,,, ,�," �,, /
/ � '`- ��`7�° RIM EL= 84 // I
--
/ j 1 STOP
\
// j' 10 SIGN
/ RESTORE CURB, SIDEWALK MP
/ GUTTER, SIDEWALK TYPE 2A GY�UTION POS B I '
/ \ W THRUSBLOC _� ' _, ''� , ' = - /
/ 6 "u/ ❑ -
�- -- - - - -- - - _ _ \ _ GRAVEL D 1�/EWAY
-- -- --
-- -- - --- - -� -�- \ K
� DO NOT LOCK
\ - - - - - -- --- - - - - -- RIM 12"IE
NE. S 12" IE =1 ' NORTH
RIM 120.34
I 1
; S 109.94-- - - - - -_ 120
/ \ I --T15,38
W_
- -- r
j S ABANDDN -C -17 - -- - - - - -- _ O
6' SIDE SEWER -
�`JO 120 i - '- 2- Y _
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DRAWING NOTES:
/•�
Q I i I/� SCALE: 1 "= 1O�
1QRESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING.
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/
PLUG EX SO IN CB
ODl EX D H TYPE II -4$
\ o I RIM EL= 121.90
i
3 I ❑ N,S 1 ° IE =111.88
CORE DRILL CB FOR NEW SD PIPE.
® POTHOLE PRIOR TO START OF CONSTRUCTION.
\ EXISTING STORM SYSTEM REFERENCE PLANS:
R -1939 RENTON AVE S STREET IMPROVEMENT, APRIL 1983
I R -2239 WSDOR SR -405 TUKWILA TO SUNSET BLVD, AUG. 1990
TYPICAL TRENCH BEDDING AND BACKFILL (NTs)
........................_._. .........._......._............ . --- ---: --- --------- ---- ----- ----------------------------------- ------- ---- :- --------- -------_- - --- --- -------: -- ....... -------- :----------- --------- -------------------- --- ----- - ----- -- - -----..._............... ........:---------- ---- ---- -- ---...------------------------------------------------------------ ---------:-----------------:-..................:---.. ........----- ......--- --- --.... ----- -- ----- --- - -: ....................................... ....... ...............................
SCALE = HORIZ: 1 "= 1V PROFILE ALONG NEW PIPE LINE = TRENCH: EXCAVATION
VERT:= 1"= 5' POTHOLE GAS LOG ASBLT: GAS POTHOLED =1.5 Fr : PAY LIMIT 5' -0' MAXIMUM
_ TO 1 FT BELOW NEW SO BELOW INVERT, NOT FOUND. - :SEE DETAIL:FOR PAVEMENT PATCH
..... ............... ...... -..... ..... ------------------ ---- ----------------- -- - --------------------------------------------- ---- ---- - -- - -- -- -- -- -- -- ------ ------- ---- ----- CONTACT PSE BEFORE .............. ......... --------------------------------------- --------------------------------------------------------- .. -- - -- - --- --- - ----- -- ------ - - - - -- ---- -------- - - ................................................ ............... ..............
-- .. ?OTFi01JNG _
8" GAS ® EX SDMH ASBLT; a a BACKFILL MATERIAL
- - - UNK EL RIM EL =1 36 = RIM 130.34 - - = as NATIVE IF IT: MEETS SPECS, OR IMPORT. PER
= NE S 12" 155 tU9.94 :SE^" 03 (BA K :RU EL).
EX SDMH ASBLT ON 9- .19 N N GRAVEL).
- W 15.38
is W 78 ".IE.114.-
RIM EL- 10 -67 RIM 110.68 - a _
"SS: 12 rJ:'
- NE 20" IE .0 NE 90.78 C 6 APPROX LOG
SW 21" IE =: 8 0 S 90.78 _ _ B -1, TYPE 1L = CONFIRM ABANDONED
FRAME AND: GRATE ASBLT a
E s" IE =i 06.4 E 105.43 RIM EL= 4.77 RIM .114.51
_ _ a PIPE ZONE MATERIAL
E 18° IE 1 00 E 110.43
REMOVE N 6" _ RI l
S M
- EL 8
NEW E 18" _IE =10 2 - : W 18" IE -310. W : 110.61 _ - - O
PER 6
.1 n - WSJ
8 EDD
......... ........ ..._.720 - --- _...:. -
--I- ....... .... ..- 12 ._ .. .. -... ... .. .------- 12 MIN. AVEL 6 L ZO B ING
------ ......._. - -- --_- _ ---- :- ------... -------RIM 1118.83 {} GR ACttFIL FORnPIPE NE ""
REMOVE EX CB CL CHAN104.74: is
AND 6" PIPE \ NEW UTILITY' PIPE
_.... _ -. -. , _... - - i - 1 - - -- -- - - -- .. _..... 6 °MIN
115
_ a EXCAVATION'OF UNSUITABLE SOIL (IF NEEDED)
a DEPTH AS APPROVED
� 3 BACKFILL WITH FOUNDATION MATERIAL. M
a I MEETING
9 13 UARRY SPA
O LLS
O
-- - - -- - - - .6
- NOTES .............
..... ------- - .. 8:55..... i ..... ... .'2..... (... _. ..: ---------------------------------------
110 _ .. - -..110
EST EL : _
- -- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
EsT: 2. HAND TAMP UNDER HAUNCHES.
? GAS 3. COMPACT PIPE ZONE MATERIAL TO 90 MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED :IN SUCH A MANNER AS TO
3
O..
.. ...._....... (1.. ... ENSURE.. FLOW -.. MAIN . NED .....
:.105 - ... ................................... -- ... ...:................... :............................ .............................:. ------ - - - -- ........... ............... ............... ............... ..- --- --...---- --- ---- ---- - ---- --- -- ---...--- - -- ------- - -. - -- LINE IS TAI .. -------....--- -----...... -. ..........................................
5� LF 18 "CPEP ® -0'8648. FT /FT
54 LF A 0.0917 _
REMOVE EX 6 "SD ®�
� LF 18 "CPEP ®� h93H FT /FT AS -BUILT SURVEY BY.
I
.......... ..._........ ... -- - --- ............ ....... - ............... 43. ...:.. ®0.120... ...... _... - _ - _
100 11800 nB W
NE fi th St 98091 -4156
I� 6
`A PHONE: 425 - 488 -4800 FAX 425- 483 -2315
✓ Douglas �D(CPlooms es PILS
PLS 974 12/19/07
/-%S-BUILT'
............ ................... ............. -----------------------------------------------------------
................................................................................ ................... --------------------------------------- ................... ................ . .......... .............. ................................................................ .......... ........................ .............................. -------------------------------------------------- ................... ................... .............................................. CHECKED FOR COMPLIANCE of WASyi 1 ADDENDUM 1 -ADDED SIDEWALK RAMP STOP B R AReF4 9aV,m 8/23 2006
TO CITY STANDARDS RECOMMENDED ORIGINAL PLAN STAMPED GULLY RESTORATION DWC' 8/23 6 BAs Noted ��. ,� /
ORIGINAL PLAN SIGNED BY: AND SIGNED 8/18/06 i GLF, DWC CITY OF RENTON AVE S / S 3rd ST
FOR APPROVAL ADD ASBUILT ELEVATIONS REVISIONS PER SURVEY DWC 7 25 07
RONALD STRAKA 8/18/06pa }e BY: RONALD J. ST72AKA ° GLF. DWC RENTON STORM SYSTEM OUTFALL RELOCATION P�
PE# 29727
LYS HORNSBY 8 /i8 /OC�ate BY DANIEL CAREY 8/186
MIKE STENHOUSE DATUM
EXPIRES 10/16/07 Cl °R JS ar n� Planning /Building /Public Works Dept.
Date BY NO. REVISION BY DATE APPR Rds - 1 -2
P3: x.3 4 ,ors emea
D-
333401
ROLL 2U 1FR 13;5',
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