HomeMy WebLinkAboutWWP5402148.2EX. SSMH
/—RIM=219.34 EX. 8' SEWER
l IE=214.62-6" SE, -8" N EASEMENT
A/F#
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AV
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EX. CON . WALK
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`V
0+00
10+00 BEACON AVE S >1
A T REN TON AVE S
PORTION OF THE SW 114 OF SECTION 17, TOWNSHIP 23N., RANGE 5E., W.M.
STA 11+2/.47-35.5
SSMH#1 SHALL O�L54 " /
O RIM=249.42 / f
IE= 246.27 OUT 6
IE= 246.37 /N /8" NEW / f
/ BUILD A T 0jD OF EX STUB / 1
CONTRACTPR SHALL
VERIFY
BEFORZ BEGINNINGPR
OJECT.
OJECT. f
MH W/L OC ING LID. / � f
F 6 "o PVC � 20L f
S=27. MIN.
SERVICE CAPPED
/ itit EX. 8 SEWER AND MARKED f
EX. 8 SEWER / �'
EASEMENT / EASEMENT / c� N 1h f
A F 3340068 / A/F,#3340069
10' U T F TY cb
' hh ASEMENT
A/F#740930 9
SE WE
SFR V/r'�" — Nr
330E 8" 0 D.I. S = 17.98
EX CONC WA K
E 66" W
11 +00
1 +00
^
13+ 0
o "
f EX 51.5" W
BEACON AVE. S. (SEA LE CEDA Rl VER P/ E 2"G LINE �W)
6"W
6"W
6 "W - ---_
� h 0
h
BENCHMARK CITY OF RENTON #258
LEAD AND TACK AT THE INTERSECTION
OF THE BACK OF WALKS AT THE
SW CORNER OF BEACON A VE. S. �° / ��' o / 5
AND HIGH AVE. S. ELEV. = 355.40
2
W�
0
2 "G
3
I
f
4 f
f
f
w N
� f N
20LF 6 "0 P VC
S=29. MIN CAPPED
AND MARKED
_-----------
,, I
7 4+ 00
"W
2 "G
I I
f f
5 f 6
f
STAf 94-V52.22; 35.5
SSM ,#2 SHALLOW 54 " f
RIM 312.14
IE= 305.84. f
MH WIL CI ING LID
w
"W
0
ti 0 0 h h
h
15+ 00
2 "G
1p
10+ 00 11 + 00 12+ 00 13�- 00 14+ 00 15+ 00
_.................. __................... _................... _................... _................... _................... _................... _................... - .................. _................... _........ - ................. _...........
N
. . . . . . .
N
320
320 ................. ................. ................. .................................--------......... ................ ................. ................. ....
Lo
EXIST.: ROCKERY. REPLACE TO PRESENT j - -
31 D COND177ON AFTER PIPELINE CONSTRUCTION. _ 31O
...... ................. ................. ................. .............--------------- ............... �.---------......... .---------- ...
...............--.............. ................ ......--------------------....... .............--- ..................
300 - �.'............ ........................
................... ................. ................. ................. ................ ................. ................. ................. ................. ................ ................. ................. ................. ................. ................. ..........----- ................. ................ .........
300
' SrA 14+52.22- 35.5-.
290 "
— 290
SSM 2 ,?..--SHALLOW 54 H
s RIM
/E= 305.84
MH W/LOCKING LID
EXIST. GROUND PROFILE:' 280
280 ................
................... ................. ................. ................. .................................. ................. ................--------------------............. ................. . ............. ................. ............... ................. ...........
�. ' "AS —BUILT" FROM FIELD SURVEY BY TOUMA EN.G/NEERS,
5
270 _ ----------
f270
FOR APPROVAL
BY
260
.................... :................... :................... :................... :................... :. ........................................................... ................................................................... .: :..
:
y CITY OF RENTON
TOUMA ENGINEERS
' DEPARTMENT OF PUBLIC WORKS
: :
25� � ................ STA ll+21.47-3�.5' �T. ....... ................. ................. ...._...........
.. � ..
:...................: LOW 4 ... SANITARY SEWER
:. :........ 5. ,,......._
. S � � � " � ;� : 15s68 West galley Hwy Seattle, WA 98188 (208) 255-4f00
�SII�IH 1..5.. .L ..�
— L g >�
EX. 6 0 :SS R/M�- -fi :, �d .ram _ MIKE LOTTO
S = 16.24% IE= 246.27OUT 6":►\`
,'. _ 8„ N JOB NO.
IE= 246. . 7 /N W — —
�� DATE: MAY 1994
3 DESIGNED: GJS
240 =
85 001 5
i � WO—NO
...........................................................................................................................................:`,/..........:.......................................................... ................ .. ..................... ..... ....................... ... ..�_ _._m T .. ._ _
1 BUILD A END OF :EX STUB
: .:. - :... ... ,. DRAWN: GJS SCALE
.:. CON-TR�4 G� �"OR- ..SHA-E L �VEf,'fFY -
lE BEFORE BEGINNING PROJECT. CHECKED: M. T. 7 " 20' 68501 SSP
MH W/LOCKING LID NO. REVISION BY APPR. DATE APPROVED: avvowm a or Pumm wolves SHEET: 2 OF: