HomeMy WebLinkAboutWWP2703298.3N
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j I I o I RE ONNECT EX. PVC SIDE
SEER TO THE NEW SEWER i� DD.
30 I I SMl THERS I F /F- TH
3 ❑ MAIN VOL 16/p.33
FOUND CASED 4"" SQ. 30 I 30
6 I I I I CONIC MON W/ 2 DOMED BRASS CAP 3
SSMH C.O.R.# 161 I I I N=177488.77
FOUND CASED 4" SQ. CONIC MON EI =31.03 W -23.13 M
_ E=1299187.21 �
1 �1 z
10 50 E ~ N W/ CU TK IN PB CB RIM=30.59 I I CL CHNL 24 CONC(N-S)=21.58' �I I " ELEV.=29.55' Q 00
❑ C.O.R. #1140 IE 6"CONC(W)=29.49 Lil
N=178048.658' 7 8 1�
E=1299195.521' CBI9 10 11 12 13
M=30.52 I I I 784130-0035
R 14 15
ELEV.=31.00' IE 6"CONC(E)=28.72 I I CORP CATHOLIC ARCHBISHOP I I I CB RIM=29.71 I I w
CB RIM= 30.50 IE 6"CONC(SE)=28.62 SSMH RIM=30.87 I c�
IE 6"CONC(W)=27.80 IE 8"CONC(N)=28.52 I I IE 12"CONC(W)=23.47 IE 6"CONC( )=28. CB RIM=29.00 w
I I I CL CHNL 24"CONC(N-S)=21.92 IE 6"CONC(W)=28.56 IE 6"CONC(SW)=27.90 w
� -UP UP a_ I --`r"'
c1CONIC WALK UP UP UP 6 FENCE UP 6 FENCE
SD 4"MAPLE 4 MAPLE P ONC WALK UP UP UP T n
3
SD CONIC WALK UP UP UPCONC WALK
O U UP
W 8
12" W " -w w 6" W w W
W W W N W W SHATT w o w °�� 6"W
_ _ o 0 o UCKA VE. S. N .I�0+00 E o SOl19'24"W N o- N N
0
o 281.20' N o - ' _ o SO119'24"W o
0 2°PE-A IP CO #A-1 MH #A-6 - _ - - - _ _ MH #A- -
MH #A-7 1400.42' _
15+60
G S ❑ D SD Q " NT ERSECT ON COORDS
SD SD 2 PE IP 3 N=177488.81
SD SD ❑ SD SD G SD G SD U SD SD 2"PE IP SD SD
E=1299182.59 G
UP CONIC WALK CONIC WALK I ❑ ❑
VLT CONIC WALK
CON WALK
CB RIM=30.48 CB RIM=30.12 CB RIM=29.70 ASPHALT
�-r--W IE 6"CONC(N)=28.38 IE 6"STEEL(N)=29.22 IE 6"CONC(W)=28.40 - r--- o o �10"DE0C 010"DEC 10"DEC DRIVEWAY
SDMH RIM=30.78 0 10"DEC
a IE 6"CONC(E)=28.30 SDMH RIM=30.37 `� o 0 0 0 0 8' FENCE o 0 0 o GTE o o 0 o ASPHAL
(CHANNELED) ' 1 1
9+ 0 E IE 6"CONC(SW)=28.08 a. IE 12"PVC(E)=23.37 w I GATE
C.O.R.# 162
IE 6"CONC(W)=27.28 REPLACE EX. CONC. SIDE a IE 12"PVC(N-S)=21.67 V
o SDMH RIM=29.61
SEWER FROM WEST OF THE �[ `� CB RIM=29.23 IE 6"CONC(W)=27.21 RIM=30.12
30, a IE 6"CONC(S)=26.48 � IE 24"CONC(N-S)=21.83 IE 8"CONC(E)=25.01 IE 18"CONC(E)=22.32
IE 12"CONC(N-S)=22.13 182305-9118 REPLACE ALL OF THE EX. IE 24"CONC(NW)=21.81 IE 24" CONIC (N)=22.32
EX. CATCH BASIN TO THE IE 24"CONC(S)=21.02
$ TENNESSEE GROUP LLC CONC. SIDE SEWERS FROM CL CHNL 12"CONC(N-S)=21.61
000720-0132 NEW SEWER MAIN oN #440-RAINIER AVE. S.
RONNIE A. & ROBERTA K. MCDONALD z CY) THE GUTTER TO THE NEW
00 C8 RIM=29.25
o T.D.C. N H, H. TO B I N D.L.C. N 0. 3 7 SEWER MAIN IE 6"CONC(E)=27.65 SDMH RIM=29.58
30' CL CHNL 12"CONC(N-S)=21.68
a
10+00 11+00 12+00 13+00 14+00 15+00
.................................. .
............. .
.. ........ ... ....
40
40
.. ......... ..... ...........
........ .....MH
#A-7 STA :............... .............
......................
............................
........ ...................
CO #A-1
f, 4.5 RT 11 +55.1, 2.8 RT
MH #A-6
MH #A-5 STA ' 6 o 6", ' oT
15+60, 1.7 RT
crn �n or STA 11 +09.4, 4.2 RT
NEW 48" MH
STA1`'',r'c 9
T STA 12+25.9, 1.1 LT
REMOVE EX. MH AND
NEVI/ CLEANOUT NEW CLEANOUT
RIM= 3-1-6+- RIM= 30.80'�
NEW 48 MH
REPLACE WITH NEW 48" MH
- _
R/M-. 3 -B± .... R.IM ..30..7 .... ..
,� �� �
lE 8 ... _ .. lE 8 S 22. 6..........
R/M- 38-3..
- ....-.....:.
R/M- 30 ....
I = ...:
/M _ i39.Rl
. +
M-29 97
1E 8'' S = � IE 8" S = 23.6
/E 8" - _. IE 8" N .= 22.7*
lE 10'F c - �''''
IE 10" S = 22.3'�
1E 24" S =29
IE 24" S = 21.1
/E8"��._ z3.14 IE8"W=22.8
1E 8" N 2;2Z 4-
1E 8" N = 22.4,E
IE 18" E _z�-3z''-
lE 18" E = 22.2
EX. GROUND : C� ROAD CENTERLINE
EX GROUND @ ROAD CENTERLINE /E 10" N -�
lE 10" N 21 1
30
30 .. ...................
........ ........
....
. ..
42 L F
R 24" CO
REMOVE EX
PLUG AND FILL EX. 24 CONC.
+1--OF 2.1 %
67 LF OF 8„ PVC @ 0.3%
*
... . . ... ...... .......................
EX... 24".
8 PVC @ $�ia-
•
.........:.
................................
..... ................... ,
Y .
SEWER
20 ..........................................
...........
........
..... 330 LF OF 10 ",PVC 0.36/ REMOVE
20
........ ..............
REMOVE
STA 12+82.51 0.EX.SMH
.........
REMOVE .... .. ...................:
EX. SSMH STA 11+55.11 0.0
RT
EX. SSMH
STA
15+60.14 2.0 RT
RIM=31.03:
RIM=30.87
RIMS30 12
IE 8"CONC(W)=23.13
IE 12"CONC(W)=23.47
IE 18"CONC(E)=22.32
CL CHNL 24"CONC(N-S)=21.58
CL CHNL 24"CONC(N=S)=21.92
IE 24" CONC(N)=22.32
... .........
IE 24"CON ( ). C. S
=2102
.............................:.........:.........:.....
............:...........................:..............
AS -BOIL T INFORMA TION
.....................
WITH ' �': ' WAS
......
COLLECTED AND REVISED FEBRUARY2009
BY UTILI TY STAFF
SCALE
:....
10
10
....
....... ..........
... .....:................
�� _ ...... ..........
HORIZ: 1 - 20
VERT: 1" = 5'
C 710OA7
AS -BOIL T INFORMATION BASED UPON
FIELD SURVEY PERFORMED SEP 17, 2008
BY PLS, INC. SIDE SEWERS SHOWN AS
L OCA TION OF TEE ONL Y BASED UPON
TELEVISION INSPECTION.
HORN
WAsy
- Z
I`
1L
23169
OAF S�ONAL ENG\�ty
EXPIRES 8 21 09
1 AS-BU/L T
NO. REVISION
SURVEYED:
PACE
DESIGNED:
JDH
DRAWN:
JDH
MAB 2-200Y CHECKEDDMC
BY DATE APPR APPROVED:
LH
SCALE:
VERTICAL: NAVD 1988
83/1 CITY O F
AS SHOWN HORIZONTAL: NAD 1983/1991 ,, j,016,
�
RENTON
ONE INCH � CATU IVI
AT T FULL SCALE - Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY\�
2008 SANITARY SEWER REPAIRS
Shattuck Ave S. (S 3rd St to S 4th St)
;`fit° SI-13121c-
APRIL 2009
FIELDBOOK:
PAGE:
DRAWING NO:
S-3
SHEET: OF:
3 10