HomeMy WebLinkAboutD-217205EX. GRADE
30
SEX. SSMH
28 I
I
LIMITS OF CONTROL
DENSITY FILL EX. GAS
8" W
W 18" SD
Lti
-- - -E-EX 12 gp
- - - - -- 1- - - - - -I
- - - -I
--
-
EX. CS TO BE REMOVED &
N
24 w °
REPLACED W/ NEW CB #32
v NEW TYPE} I
a
CB RIM = 29.87
I.E. 6" PVC S.
°
I
A
CB RIM = 29.73 EX. CB TO BE REMOVED &
w
w
U
- - - - --
I.E. 6" PVC S. = 29.oB REPLACED W/ NEW CB #33
x
LJ
L+1.
N
I
r
1 -
I /
28 LF ' 12 DI ,
-P10 'K & LEAD ® Nt COR 'Nl
S TOBIN ST 9 NA:I FUCK i,VE
Y E oR IN T BW's
ELEV. =3'.41
PIPE
I
25'
211'
I
I
300
29.88
CB #33
1 n
I.E. 27.39 C
CB RIM = TOBIN ST
I.E. 6" PVC W. = 29.03
CONN
TO CB
EX. CB TO BE REMOVED &
W /-NEW_CB #35,
P6 _
_ -_ - --
28 P
12 DI EX. 8!'W V
VOID BETWEEN W SD : 8
REPLACED
18' SEC, O
ON FROM E
& EX. GAS W/ ETHAFOAM S
- - - - --
OVER EX. 8
8 "W 6 r
r
E 4
4 "W � EX. 6 "W
CONC. WALK
U 5
W/-ra
w
-�
18" CPEP S = 0.25% 0
` 50 -I:1;- 1 DI
EX SD
W w -
_
c
Jp/
6� TO BE
�
_
ss 12" PVC /
W CB #30
o°
s ss
- - - - -
-
-- - - JO
P
'
REMOVE EX. SO 8
RACE W/
REMOVE EX. SD &
\ 5 LF - 18
°PEP w
REPLACE W/ �0
CONC.
E EX. CB TO BE REMOVED &
8 LF - 18 CPEP
i - ^ - -5
Ii
a1�1 = .N91
N = zs.os REPLACED W NEW CB #34
avr. /
EX. GRADE
30
SEX. SSMH
28 I
I
LIMITS OF CONTROL
DENSITY FILL EX. GAS
8" W
W 18" SD
Lti
-- - -E-EX 12 gp
- - - - -- 1- - - - - -I
- - - -I
--
-
d_
N
24 w °
v NEW TYPE} I
a
P
°
I
A
22 "-
I.E 27.2 _
U
- - - - --
- --
- --
- - -�
EX. 8" SS
18"
PIPE
6" .PIPE
I
18"
20
I
NOTE:
ALL UTILITY LOCATIONS ARE APPROXIMATE.
ssMH KIM = Jv.tt FIELD VERIFY LOCATION OF ALL UTILITIES.
I.E. 15; PVC E. = 19.021
I.E. 17� PVC W. = 19.52 (`J� -1
IV �' �'1- �'•. \i`;.
+ S M = 7 EX. SDMH TO BE REMOVED 2 SECTION _ _ -
=p `� I.E. 6 PVC S. - 27.47
co I I.E. 8" PVC W. = 27.37 _ 5 - - --
I.E. 6" PVC E. = 27.37• SCALE: 1 2' / -I--
I.E. 6" PVC NNW.
LEI I.E. 6,", PVC NE. = 27.37
Z I.E. 6 PVC N. = 27.47 -
CB RIM = 29.ao EX. CB TO BE REMOVED & 12" C.1. W
CJ LE. s" PvC N. = 27.6 . REPLACED W/ NEW CB #31
I.E. 6" PVC S. = 27.7 0 2 4 6
Q SSMH RIM = 30.21 FUTURE 24" SD
I.E. 12 PVC W S. CH N. = 19.21 GRAPHIC SCALE. SEE NOTE 2 -�
NEW CB #15 SEE SHT. 3 -
AND NOTE 1 THIS DETAIL
50 LF - 12• DI s 0.50% - �. TOl3 %IV S7- -
USE FULL LENGTH SECTIONS -.NEW TYPE I -L CB #31
OVER EX, WATER W/ JOINT RIM 29.80 -- NEW TYPE I CB #35 - - - - -
CK VOID BETWEEN NEW SD
D EX. SS AND W
ILITIES WITH ETHAFOAM
APPROVED EQUAL
� 1
\ I �EX. 12" SS
- -
CENTERED BETWEEN Ex_6 &
&_2_ - _- NEW-CB_ O I
I.E. 25.
CROSSINGS
v NEW TYPE} I
I CB #32
RIM 29.87 S
SHATTUC�C C
CL TOBIN E
I.E 27.2 _
_ -
EX. A
- - -40 3
30 - -�- -
-, R
- - - -- -AND
EX. 12"w
NEW TYPE I C
CB #33
I.E. 27.39 C
CONN
TO CB
P6 _
_ -_ - --
28 P
12 DI EX. 8!'W V
VOID BETWEEN W SD : 8
8 LF - 18
18' SEC, O
ON FROM E
& EX. GAS W/ ETHAFOAM S
- - - - --
OVER EX. 8
8 "W 6 r
r
E 4
4 "W � EX. 6 "W
U 5
55 LF 1
18" CPEP S = 0.25% 0
�R M
MOVE EX. MH & REPLACE W/ R
REMOVE EX.
107 +00 108+00
S WR - a7 -?/!?
- - CB #18
\ N
p UP
W
37 35 RIM 29.88 -"
I.E. 27.66
ss
1LF -12" DI S =1.00% PLUG ENDS OF ABANDONED
BANDONED GAS. CL USE 18' SECTION FROM SD PIPES..W/. GONG,
VE AS REQ'D CB #35 TO SOUTH - - - - - - - -
PLUG ENDS 30 OVER EX. 12 "W - - - - - - - - I ❑' _ - _
0
12" PVC.
ECT EX. SO 0 0 59 00
CD
W-
GO- Qf
� I _
c
- -- 0
Q NEW CB #34
CPEP 26 O CB #16 _-
EX. 12' W EX. GAS EX. ABANDONED I�
\\ 0 NEW CB# 17 SEE SHT. 3
- - - - - - - - - - - - GAS APPROX. LOCATION OF
FIBER OPTIC CROSSING - BACKFILL TRENCH W/ CONTROL DENSITY
USE EXTREME CAUTION FILL FROM STA 100 +09 TO 100 +24
CB & REPLACE W/
L CB #34
E & W
°N
DATUM
DATUM: N.A.V.D. 88; PER CITY OF RENTON BENCH MARKS
HORZ. SCALE: 1" = 20'
�pppp
VERT. SCALE: 1" = 5'
ffM
0 20 40 60
GRAPHIC SCALE
PER DETe
5
NOTES:
1. LOCATE CATCH BASIN #15 SOUTH AND EAST OF EXISTING MANHOLE
AS MUCH AS POSSIBLE TO MAXIMIZE CLEARANCE BETWEEN MH AND
GAS, SEWER, AND UNDERGROUND UTILITIES.
2. CATCH BASIN #15 TO BE DESIGNED TO ALLOW FOR FUTURE 24" CONCRETE TO
NORTHEAST WITH PIPE INVERT ELEVATION OF 23.0 (SAME AS IE NEW 24" SOUTH).
INTERSECTION DETAIL @ S. TOBIN ST. & LAKE AVE. S.
5 SCALE: 1"= 10'
z j. 10 20 30 a 2172
j �.$.��.ra GRAPHIC SCALE
y z r CITY OF RENT,
10- 9 r �r DEPARTMENT OF PUBLIC
ISTS
ONAI S. TOBIN ST. - LAKE
ow'a'oi'mg STORM SYSTEM IMPROVEMENT
[A I I I I I A[ __I- _ I I i I I I A I A i I A I I IA I 1 I I& I I I I I Al
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R, 1L31.1 0 3 6 0
4 6 7 8 9 10 11 12 13 14 15 16 17 18 19