HomeMy WebLinkAboutS-329803V.
N
G=
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11+00 E
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S
GONG WALK
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CO #A- I
GONG WALK �J
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11 +55.1, 2.8 RT
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['.TA Aq . qC A OT
o
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g
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6
REMOVE EX MH AND
a
FOUND CASED 4" SO. CONC MON
NEW CLEANOUT
W/ CU TK IN PB
10 50 E Lq
o
C.O.R. #1140
Q
REPLACE WITH NEW 48"
N= 178048.658'
IT
R /M= :30..7.....:....
E= 1299195.521'
lE 8 " &- z'FL610
ELEV.= 31.00'
. RIM= 38,3.4
"�=
RIM= 30.82*
CB '50
0
IE 8, S = -13-86
sR cONC (W) =27.80
/E 8 "�/d--z'z';-99-
/E 8" N := 22.7*
/E 10 Z'� ?-44-
a
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up y
•
1 CONC WALK �
2 "PE -A IP CO #A-1
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SSMH C.O.R.# 161
RIM =31.03
IE 8-CONC(W)=23.13
IE 6 "CONC(W') RIM =30.59
C(W) =29.49 CL CHNL 24°CONC(N -S) =21.5
E
CB RIM =30.52 7 I
784130 -0035
(DRY)
E 6- CONC(E) =28.72 I I CORP CATHOLIC ARCHBISHOP
F IE 6-CONC(SE)=28.62
IE 8 "CONC(N) =28.52
m
I
RE�jONNECT EX PVC SIDE
SEWER TO THE NEW SEWER
MAIN
I
B 9
I I 10
SSMH RIM =30.87
� r 12"CONC(W) =23.47
CL CHNL 24 "CONC(N�S) =21.92
0
N
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MH #A -6 -
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IN
3
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SMI THERS1 FIFTH ADD.
VOL 16/p.33
I I I
13
FOUND CASED 4" SQ.
CONC MON W/ 2" DOMED BRASS
N= 177488.77
E= 1299187.21
ELEV =29.55'
11 I 12 I 14
15
CB RIM =29.71
IE 6 "PVC(E) =28.66
IE 6-CONC(W)=28.56 CB RIM =29.00 w
IE 6 "CONC(SW)= 27.90
UP CONC WALK ua ups -0 INNCONC WALK
N
N SHATTUCKAVE. S ,
N
J I
� I
30'
0 �
z
0
STA iorov
INTERSECTION COORDS
N= 177488.81
6° W
-Y
p
40
UP
MH #A-7STA
GONG WALK
40
CO #A- I
GONG WALK �J
If
11 +55.1, 2.8 RT
(
--
MH #A-5 STA 46T o °r:
>u
m m - -
['.TA Aq . qC A OT
c
t= 1299182.59
SD
c
m
SD
STA 12 +25.9, 1.1 L T
REMOVE EX MH AND
NEW CLEANOUT
NEW CLEANOUT
R /M= 34.-6-
RIM= 30.80*
NEW 48" MH
REPLACE WITH NEW 48"
MH
R1W 34,Rt...:.
R /M= :30..7.....:....
..
lE 8 " &- z'FL610
.1E.8" S - .22.6'.
. RIM= 38,3.4
"�=
RIM= 30.82*
p
0
IE 8, S = -13-86
/E 8" S = 23.6
/E 8 "�/d--z'z';-99-
/E 8" N := 22.7*
/E 10 Z'� ?-44-
lE 10" S = 22.3 *
.
_
IE8 "W =13-14
1E8 "W =22.8
/E8 „,:,o- zlz'&4
lE8 "N =22.4
CONC WALK
JE 24 S = 21.1
EX. GROUND: 0 ROAD CENTERLINE
-
- lE 18" E = z''232-
1E 18" E = 222
CS RIM =30.48 CB RIM =30.72
IE 6 "CONC(N) =28.38 IE 6 "STEEL(N) =29.22
EX. GROUND ROAD CENTERLINE /E 10 "N =
JE 10 "N = 21,1
CB RIM = 2930
"GONG
°-
_ . .... .........
........
10 "DEC
Q10 °OEC
30
CON WALK
ASPHALT
IM =30.78
IE 6 (W) =28.40
a
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lEO)
¢
IE 6 "CONC(E)=28.30 SDMH RIM =30.37
`�
o __
o o °
° -- o ---- o 0 8' FENCE o
o 10 o
o G E o
,0 "DEC
DRIVEWAY
9+
0 E
G SW -28.08
)
REPLACE EX. CONC. S /DE
a
`^
IE 72 "PVC E -23.37
"PVC ()
LI,J
I
o
GATE o
NC(
(� =27.28
IE 72 ( N S -21.67
(J
po
SDMH RIM =29.61
SSMH C.O.R.# 762
172
NC(S) =26.48
SEWER FROM WEST OF THE
Q
N
CS RIM =29.23
IE 6 "CONC(YQ =27.27
RIM =30.12
NC(N -S) =22.13
EX. CATCH SAS/N TO THE
w
82305 -9718
REPLACEALL OF THE EX.
IE 24 "CONC(N -S) =21.83
IE 8 "CONC E > =z5.o1
°CONC(NW)
IE 18 "CONC E)=22.32
z4^ case N _zz.3z
)-
00o7zo -0,32
NEW SEWER MA /N
=
TENNESSEE GROUP LLC
CONC. S /DE SEWERS FROM
E 24 =27.81
CL CHNL 12 "CONC(N -S) =27.67
IE 24 "CONC S -
O -27.02
A. 8, ROBERTA K. MCDONALD
j
<
#440- RAINIER AVE. S.
THE GUTTER TO THE NEW
oc
H.H.TOBIN D.L.C. N0. 37
SEWER MAIN
IE6 "CONC(E) =27.65
30
SDMH RIM =29.58
_.
I
CL CHNL 12"CONC(N -S) =21.68
I
I
10 +00
.
11 +00
12 +00
13 +00
14 +00
.
15 +00
40
MH #A-7STA
40
CO #A- I
If
11 +55.1, 2.8 RT
MH #A -6
--
MH #A-5 STA 46T o °r:
15 +60, 1,7 RT
f f o;55. 1, RT
['.TA Aq . qC A OT
STA 11 +09.4, 4.2 RT
NEW 48" MH
STA 12 +25.9, 1.1 L T
REMOVE EX MH AND
NEW CLEANOUT
NEW CLEANOUT
R /M= 34.-6-
RIM= 30.80*
NEW 48" MH
REPLACE WITH NEW 48"
MH
R1W 34,Rt...:.
R /M= :30..7.....:....
..
lE 8 " &- z'FL610
.1E.8" S - .22.6'.
. RIM= 38,3.4
"�=
RIM= 30.82*
RIM= 39,1
l = 9 97+
2
IE 8, S = -13-86
/E 8" S = 23.6
/E 8 "�/d--z'z';-99-
/E 8" N := 22.7*
/E 10 Z'� ?-44-
lE 10" S = 22.3 *
.
IE8 "W =13-14
1E8 "W =22.8
/E8 „,:,o- zlz'&4
lE8 "N =22.4
/E 24" S = x-82-
JE 24 S = 21.1
EX. GROUND: 0 ROAD CENTERLINE
-
- lE 18" E = z''232-
1E 18" E = 222
__ -
-
EX. GROUND ROAD CENTERLINE /E 10 "N =
JE 10 "N = 21,1
30
_ . .... .........
........
.........:.
............... ... ..................... ........ .... ....................
30
42 LF
PLUG AND FILL...... "GONG. FOF 2,1% 67LFOF8 "PVC�a 0.3%
24" CO
REMOVE EX NC
8„ PVC @
SANITARY
20 REMOVE.. REMOVE 330LFOF 10 ":PVC.
EX. SSMH STA 11 +55.11. 0.0 RT EX. SSMH STA 12 +82.51. 0.0 RT @0.36% REMOVE - - - 20
RIM = 31.03: : RIM =30.87 : EX. SSMH STA 15 +60.14 2.0 RT
IE 8 "CONC(W) =23.13 IE 12 "CONC(W) =23.47 : RIM =30:12
CL CHNL 24 "CONC(N -S) =21.58 CL CHNL 24 "CONC(N -S) =21.92 IE 18 "CONC(E) =22.32 -
IE 24" CONC(N) =22.32
1E .24 "CDN.C(S)- 21..02......
AS -BUILT INFORMATION WITH ' * ' WAS
COLLECTED AND REVISED FEBRUARY2009
BY UTILITY STAFF. SCALE
10 HQR'IZ: 1"= 20' S=32 9803
10
AS -BU1L T INFORMATION BASED UPON
FIELD SURVEY PERFORMED SEP 17, 2008
BYPLS, INC. SIDE SEWERS SHOWNAS
LOCATION OF TEE ONL Y BASED UPON
TELEVISION INSPECTION.
EXPIRES 8 21 09
m
REVISION
ocslcNm:DH
JDH
TAB 2 -2009 ` E "ED:
DmC
BY DATE APPR ^w" -
LH
wxnw. Nsw �eee es CITY 0 E
AS SHOWN " °�"zo"rA, Nm �v'gw ,
RENTON
°NI E DATUM
^ *OT O E IN Planning /Building /Public Works Dept.
6 NOT ONE INN
sC&c xmNDwcLr
APRIL 2009
2008 SANITARY SEWER REPAIRSE�G"
°PANiNG N°:
Shattuck Ave S. (S 3rd St to S 4th St) S -3
sNER: 3 Gr:10
218; - QT0 3 ISI-13121918FF