HomeMy WebLinkAboutS-329802rn
6 +00 7 +00 8 +00
9 +00
10 +00
MN #A -1
GD -
--
®
/
�
3
30' O �N 30'
30'
N
N
ST 4
40
/W
REMOVE'EX. ti1HAND
SSMH C.O.R,# 84
SEE DETAIL 1, SHEET 9 4O
to
n ors +84.92, 8.0 RT
"
RIM =32.44
IE 12" CONC(NW) =21.89
(
ASPHALT
>
�!
(�
IE 24" DI (S) =20.89
IE 15" PVC (E) =20.74
/
/ PARKING
RIM= 31.7±
i
NEW48 "MH
3 "MAPLES /
z
CB. RIM =37.32
12-CONC(N -S) =22.66
lE 18 "E =21.6
„
m
CS RIM =30.84
"coNC(E)
9
IC. 6 "CON'(N) =28.82
STA 4 +50.22
INTERSECTION COORDS/
DIES "NW= 21.9:..
TES "
-
/ SDMH RIM =31.32
5
--31j
/® SDMH RIM--31.54
E 7299208.43
N 178598.12
TOP CASING
1E 10 ":5 =21.6
TO NEW SEWER MAIN
c 12
SE)STEEL
- • • EX. GROUND @ ROAD CENTERLINE
IE 8" 23-, 9
E 129920821
�
a
30 ..... ...
_
.
....... _ .. ..... ..:... .
........ ....: ............ ..:..
.....:........... 30
CONC WALK
5 LF OF 18" PVC 10 2.0%
MHI#A -1
/
/ SSMH C.O.R.# 149 REPLACE EX. CLAY SIDE -
RIM =31.77 SEWER FROM GUTTER TO
IE 24" CONC (S) =21.57
/ IE 12 -STEEL(NW) =21.42 NEW SEWER MAIN
IE 24" DI (N) =21.32
CB RIM =30.94 3"MAPLES
PICAL
IE 6 "CONC(W)= 29.49 / I I
/ w N
w
MH #A -2 w w -
N V1
77MH #A -3.'
/ � o
I
000720 -0054
FRED B & ERNA M SANDOY
#220
T.D.C.
000720 -0172
STEEL ICON LLC
0 2 \ #211
otiQ. / oFOgR clTy
OP REINSTATE EX. SIDE SEWER T.D.C.
l RAt�R '0Z TO NEW SEWER MAIN USING
TRENCHLESS METHODOLOGY
� J
TTUCKAVE. S,
w N
IE =31.4
4 "PVC
FA
000720 -0184
SCI MGMT. CORP
T.D.C.
0
E =31.6
4'PVC
0 d 4 "STEEL
000720 -0157
SCI MGMT. CORP
#300
T.D.C.
z
° CONC WALL
IE =37.1
4 "STEEL
0_ CONC WALK
i
CONC WALK 1
30'
I�
SSMH C.O.R.# 151
RIM-31.30'
IE 8 "PVC(E) =23.65
IF 8 -CONC(W) =22.75
CL CHNL 24" CONC (S -N) =21.20
3 "MAPLES
TYPICAL Io
°3
"
- - O 2 "PE -A IP MH #A -4
SD SD U SD G G
ua UP UP CONC WALK ; ip
UP UP
SDMH RIM =31.70 CONC
IE 12-CONC(W)=23.20
SDMH -RIM =30.98
IF 12-PLASTIC(N)=22,25 CL CHNL 72 "CONC(N -S) =22.18
IE 12-CONC(S)=22.15 I 3 "MAPLES CB RIM =30.58
SAFEWAY
0 INC 0119 TYPICAL IE 6-CONC(E)=28.48 36"
#2003 3 Y STORE IE 6-CONC(E)=28.23 HAZLNT.
T.D.C,
000720 -0115 SDMH RIM =31.61
SENS CORP TOP CTRL STRUCTURE b
REPLACE ALL OF THE EX. #212 8 "CMP(SE) =29.71
IE 8 "CMP(SE) =27.01 �
CONIC SIDE SEWERS FROM I T.D.C. IE 18 "CMP(W) =27,01 S
THE GUTTER TO THE NEW
SEWER MAIN SDMH RIM =3097 -
RECONNECT EX. PVC SIDE OP 8 "DI(E -W) =23.92
SEWER TO NEW SEWER MAIN CL CHNL 12- CONC(N -S) =21.97
oo� o
N�%+
I
10 SO E
Q
i
G
I �
9 0 E
30' 3.
I
5 +00
6 +00 7 +00 8 +00
9 +00
10 +00
MN #A -1
GD -
--
®
3
REMOVE EX. MH AND :
CONC WALK
- --
6+'88; 64 6 STA 5: +85.6, 1.7 L T
ST 4
40
REPLACE WITH NEW 60 "MH....
REMOVE'EX. ti1HAND
MH #9 4 .
SEE DETAIL 1, SHEET 9 4O
to
n ors +84.92, 8.0 RT
"
R / "." - RIM= 32.4
„
NEW 60 MH
DP
UP - -UP
STA 9 -68.5, 7.7 RT
FOUND MIC
/
SDMN RIM =31.86
IE 8 "CONG(W') =25.86
RIM= 31.7±
i
NEW48 "MH
3 "MAPLES /
IM =31.43 0,213' N52'44'09 " E/
/E �4" S - 29 88 lE 24 "; S = 21.0
12-CONC(N -S) =22.66
lE 18 "E =21.6
„
m
CS RIM =30.84
"coNC(E)
TYPICAL
CONC(SE) =29.28 N 178598 29
STA 4 +50.22
INTERSECTION COORDS/
DIES "NW= 21.9:..
TES "
-
/ SDMH RIM =31.32
IE 6 =26.14
IE 6-CONC(NE)=28.04
RECONNECT EX. SIDE SEWER
E 7299208.43
N 178598.12
TOP CASING
1E 10 ":5 =21.6
TO NEW SEWER MAIN
ELEV 31.40
SE)STEEL
- • • EX. GROUND @ ROAD CENTERLINE
IE 8" 23-, 9
E 129920821
�
IF 12- LAY (2
IF 12" CLAY (N -S) 22.82
30 ..... ...
_
.
....... _ .. ..... ..:... .
........ ....: ............ ..:..
.....:........... 30
000720 -0172
STEEL ICON LLC
0 2 \ #211
otiQ. / oFOgR clTy
OP REINSTATE EX. SIDE SEWER T.D.C.
l RAt�R '0Z TO NEW SEWER MAIN USING
TRENCHLESS METHODOLOGY
� J
TTUCKAVE. S,
w N
IE =31.4
4 "PVC
FA
000720 -0184
SCI MGMT. CORP
T.D.C.
0
E =31.6
4'PVC
0 d 4 "STEEL
000720 -0157
SCI MGMT. CORP
#300
T.D.C.
z
° CONC WALL
IE =37.1
4 "STEEL
0_ CONC WALK
i
CONC WALK 1
30'
I�
SSMH C.O.R.# 151
RIM-31.30'
IE 8 "PVC(E) =23.65
IF 8 -CONC(W) =22.75
CL CHNL 24" CONC (S -N) =21.20
3 "MAPLES
TYPICAL Io
°3
"
- - O 2 "PE -A IP MH #A -4
SD SD U SD G G
ua UP UP CONC WALK ; ip
UP UP
SDMH RIM =31.70 CONC
IE 12-CONC(W)=23.20
SDMH -RIM =30.98
IF 12-PLASTIC(N)=22,25 CL CHNL 72 "CONC(N -S) =22.18
IE 12-CONC(S)=22.15 I 3 "MAPLES CB RIM =30.58
SAFEWAY
0 INC 0119 TYPICAL IE 6-CONC(E)=28.48 36"
#2003 3 Y STORE IE 6-CONC(E)=28.23 HAZLNT.
T.D.C,
000720 -0115 SDMH RIM =31.61
SENS CORP TOP CTRL STRUCTURE b
REPLACE ALL OF THE EX. #212 8 "CMP(SE) =29.71
IE 8 "CMP(SE) =27.01 �
CONIC SIDE SEWERS FROM I T.D.C. IE 18 "CMP(W) =27,01 S
THE GUTTER TO THE NEW
SEWER MAIN SDMH RIM =3097 -
RECONNECT EX. PVC SIDE OP 8 "DI(E -W) =23.92
SEWER TO NEW SEWER MAIN CL CHNL 12- CONC(N -S) =21.97
oo� o
N�%+
I
10 SO E
Q
i
G
I �
9 0 E
30' 3.
I
5 +00
6 +00 7 +00 8 +00
9 +00
10 +00
MN #A -1
orn e. on ter_ e 6 / T- 4 +38.2, 1.1 LT
MH #A -2
REMOVE EX. MH AND :
MH #A -3
- --
6+'88; 64 6 STA 5: +85.6, 1.7 L T
ST 4
40
REPLACE WITH NEW 60 "MH....
REMOVE'EX. ti1HAND
MH #9 4 .
SEE DETAIL 1, SHEET 9 4O
crn r °n nn o
n ors +84.92, 8.0 RT
"
R / "." - RIM= 32.4
„
NEW 60 MH
REPLACE WITH NEW 60" MH
STA 9 -68.5, 7.7 RT
" E - 29 74 lE 15 ".E =20.9:
RA%- 31.7a
RIM= 31.7±
RfPof 31 81-- RIM= 31.73
NEW48 "MH
/E �4" S - 29 88 lE 24 "; S = 21.0
La ma- E-=
lE 18 "E =21.6
,_'" -N '1ra� lE24 ":N =21.5
n.e w- ne n.
TMf 1.3 _
*
RIM= 1.19
'14:;.R-
DIES "NW= 21.9:..
TES "
IE 12" W = 22.8
E 40"S rv6� lE 10 "rS - 21.8 (PLUGGED)
10. ": = 2..54*
k<-= -2144-
: €-1 ^_�
1E 10 ":5 =21.6
lE� °ter -21.4 1E 18 ":W =21.5:
- • • EX. GROUND @ ROAD CENTERLINE
IE 8" 23-, 9
: IE 8" SE = 22.69"
30 ..... ...
_
.
....... _ .. ..... ..:... .
........ ....: ............ ..:..
.....:........... 30
5 LF OF 18" PVC 10 2.0%
BETWEEN MH #4 AND MH #5 379 LF OF 10- PVC La7 0.24 %. `
. -.. n ✓� ,�
[inn �Tn DV CCUICO.
.
/
/
20 . . . . . . . . : . . ... . . : . . . n r. "r
. : . . . . .
142 LF OF 24 "CURED -IN -PLACE PIPE PLU G AN D FILL EX. 24CONC 20
EX. SSMH STA 9 +68.9 0.0 RT
RIM =31.30
REMOVE REMOVE
IE 8 "PVC(E) =23.65
EX. SSMH.STA 4 +39.76, 1.6 LT : EX. SSMH STA 5+87,80, 0.5 LT : IE 8 "CONC(W) =22.75
RIM =32.44 RIM -31.77 ........:...... ..:.. ..:... ....: (S.:N) .21,20
IF 8" GONG (Nw) =21.s9
E 24 "con c (s) -21.57 ALL PIPES DID NOT LINE UP
IE 24" DI (S) =20.89 IE 12" STEEL (NW) =21.42
IE 15" PVC (E)= 20.74; IE: 24" DI (N)- .21.32 : - SCALE. WITHNEW;MH #A4
HORIZ: 1" = 20' AS -BUILT INFORMATION WITH ' ' WAS LEFT THIS MANHOLEAS
COLLECTED AND REVISED FEBRUARY 200J ANGLE POINT
1.0 VERT: 1" = 5, 10
\ BYUTILITYSTAFF. Sm329:802
AS -BULL T INFORMATION BASED UPON
FIELD SURVEY PERFORMED SEP 17, 2008
BY PLS, INC. SIDE SEWERS SHOWN AS
LOCATION OF TEE ONLYBASED UPON
W TELEVISION INSPECTION.
K2
F
V
EXPIRES 8/21/09 j
NO.
REVISION
DESIDNED:
JDH
D m JDH
NAB 2 -2009
BY DATE APPR
.mncai ru ism
AS SHOWN N0N1$0N1µt w 18837t9Bt CITY OF
.� RENTON
°N�� DATUM
^* rvu scuE Planning /Building /Public Works Dept.
IF HO! QYf INgI
sxf acc°snixDEr
APRIL 2009
2008 SANITARY SEWER REPAIRS �
DWMNC Nb
Shattuck Ave S. (S 2nd St to S 3rd St) S-2
5.m. Gf;
2 10
- C3 g