HomeMy WebLinkAboutS-2196023
I
I
I
I
40'N OF CL
RECONNECT EXISTING 8" SEWER WITH
INTERIM CLEANOUT ASSEMBLY PER DETAIL k4 1
802 LF OF 8" PVC @ 0.4% SLOPE
I
103�--4 R'T 8.1' 1 I
— — — — — - — — - — - — — — - — — — — J
- -- I --- I - -� -- - - - -- i - -- --
REMOVE
I I I I I
M NEW 600 MANHOLE 1 STA _ I I I I ANHOLE _ _- I . h LJ
I
,,. CONTRACTOR SHALL COORDINATE
RELOCATION OF WATER METERS WITH
CITY WATER DEPARTMENT
ABANDON IN PLACE
PER DET.k3 I REMOVE EXISTING
U I I I MHk2 STA 101 58 RF- B I I
NEW 600 MANHOLE C TY OF RENTON MON #331
I
H I I I I I I CONC. MON IN CASE
RECONNECT EXISTING 8 PVC 40" S OF CL
WITH INSIDE DROP PER DETAIL k2 I I I RECONNECT EXISTING B SEWER WITH
1••- I 302 RLF OF 8N PVC ®SO 4% SLOPE DETAIL k4
I I
H
40.
r
I
I
I
I
I
I
I
I s
D
(-j
Z
I
i_
-L
Ic/)
m
m
r�
m
s —I
I _
I /
/ w..—E aT 5.1'
MHg4 STA 404N- 3-RT -4
NEW 480 MANHOLE
CONFIRM IF 4 SIDE
SEWERS ARE ACTIVE.
- IF ACTIVE. RECONNECT PER
STANDARD DETAIL B -07T
(ET
^T '
.
99.59.9 a7 Io.S'
,.
liT 10.8'
aT '
NEW4480AMANHOLE
Ml 1 STA B,—r.-
NEW 600 MANHOLE T
MH 2 STA 101 +58 11' 4
NEW 600 MANHOLE
NEW3480A 4G4 4 MANHOLE
IE 12' W � 1�.q1
IE 12" W P.919- so.n�
IE 12 E 4&B9- 1n.H9
IF 18" N & S 16.19f
IE 12 W iE&7- n.2S
I
IE 8" S 18.69 N 7_O-4
I
I
REMOVE EXISTING
QI
_ (13.9' BEEP
}i'
I
40' N OF CL
2w c� 2'7.06.
30 ....
21�. P -, 21..19
IF 8" N 16-9?
- -.).ER })
^'L6.23
- --
21n1 SL 21..82
RECONNECT EXISTING 8" SEWER WITH
r�
I
I
SLOPE DETAIL k4
502RLF OFF 8N PVC ASSEMBLY PER
II
12z
20
159 1_F O.'sVI,
PLUG 12" PVC TO EAST
116 �a o.1e4.
', " 12 SS ®6- 3,`�1�
159,F, 6 12 "- SS ® 83'
44;4- A 12" SS 0 Ana a
I
�I
I
SEA +
-
I
I 1-
RECONNECT EXISTING SIDE SEWER
RECONNECT
-rh S�' PER STANDARD DETAIL 8 -079
I RS
I
I
I
OF RENTON MON 1898 i
L __ —. _ — — — _ — — — — — — — — — — — '""�
L
SPIKE
- _
— — —
_.
I
I.
I
�_
..:
ss ss ;� ss ss
ss SS ::,
ss
k-_.___ _ -- -__ •___ -__... ___...- __ -.
__....- ___. _.._L_...
I
I
I
I
40'N OF CL
RECONNECT EXISTING 8" SEWER WITH
INTERIM CLEANOUT ASSEMBLY PER DETAIL k4 1
802 LF OF 8" PVC @ 0.4% SLOPE
I
103�--4 R'T 8.1' 1 I
— — — — — - — — - — - — — — - — — — — J
- -- I --- I - -� -- - - - -- i - -- --
REMOVE
I I I I I
M NEW 600 MANHOLE 1 STA _ I I I I ANHOLE _ _- I . h LJ
I
,,. CONTRACTOR SHALL COORDINATE
RELOCATION OF WATER METERS WITH
CITY WATER DEPARTMENT
ABANDON IN PLACE
PER DET.k3 I REMOVE EXISTING
U I I I MHk2 STA 101 58 RF- B I I
NEW 600 MANHOLE C TY OF RENTON MON #331
I
H I I I I I I CONC. MON IN CASE
RECONNECT EXISTING 8 PVC 40" S OF CL
WITH INSIDE DROP PER DETAIL k2 I I I RECONNECT EXISTING B SEWER WITH
1••- I 302 RLF OF 8N PVC ®SO 4% SLOPE DETAIL k4
I I
H
40.
r
I
I
I
I
I
I
I
I s
D
(-j
Z
I
i_
-L
Ic/)
m
m
r�
m
s —I
I _
I /
/ w..—E aT 5.1'
MHg4 STA 404N- 3-RT -4
NEW 480 MANHOLE
CONFIRM IF 4 SIDE
SEWERS ARE ACTIVE.
- IF ACTIVE. RECONNECT PER
STANDARD DETAIL B -07T
(ET
DATUM ELEV _
10.00 100 +00
101 +00
HORZ. SCALE: i" = 20'
VERT. SCALE: 1" = 5'
l ..55//yy���� Engineering
Planning Uffff —F
Surveying 0 20. 40 60
Penhallegon Associates Consulting Engineers, Inc. GRAPHIC SCALE
750 SIXTH STREET KIRKLAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00
wvvp - ?7 -,� q6
102 +00 103 +00
AS -GUI,T tWF62MAT10Q
(.20V10E0 F20a1 .PLC,
ST'-PQo oaA eTUO
2ES \Olwlts IN F1�E.
RECOMMENDED FOR APPROVAL
L.
WASTEWATER UTILITY DATE NC
104 +00
HG1
h
h
23169
9`°GI9TEP� OE.�
�iZ'ytMti•."
PXRIHES
40 I
wY tl1.1
D
n
=C
Z
F7I
30 -.
O
U1
- - O
Ul
m
20 rH
V)
=E
m
m
1
U1
_
-s-2/9,40 2 0
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
^T '
.
99.59.9 a7 Io.S'
,.
liT 10.8'
aT '
NEW4480AMANHOLE
Ml 1 STA B,—r.-
NEW 600 MANHOLE T
MH 2 STA 101 +58 11' 4
NEW 600 MANHOLE
NEW3480A 4G4 4 MANHOLE
IE 12' W � 1�.q1
IE 12" W P.919- so.n�
IE 12 E 4&B9- 1n.H9
IF 18" N & S 16.19f
IE 12 W iE&7- n.2S
IE 8" S 18.69 N 7_O-4
IF 12' E 45139-1 ie.V,
IE 12 E 45.97 1.11
- IE 12" E 4'.6" 11,50
IF 8" S 3-66 18.16
_ (13.9' BEEP
}i'
IF 8" S a&.9 (INSIDE DROP) n.'ia
T
2w c� 2'7.06.
30 ....
21�. P -, 21..19
IF 8" N 16-9?
- -.).ER })
^'L6.23
- --
21n1 SL 21..82
r9.9' t
alM a,
12z
20
159 1_F O.'sVI,
-
116 �a o.1e4.
', " 12 SS ®6- 3,`�1�
159,F, 6 12 "- SS ® 83'
44;4- A 12" SS 0 Ana a
DATUM ELEV _
10.00 100 +00
101 +00
HORZ. SCALE: i" = 20'
VERT. SCALE: 1" = 5'
l ..55//yy���� Engineering
Planning Uffff —F
Surveying 0 20. 40 60
Penhallegon Associates Consulting Engineers, Inc. GRAPHIC SCALE
750 SIXTH STREET KIRKLAND, WA 98033 (206) 827 -2014 P.A.C.E. JOB NO. 96403.00
wvvp - ?7 -,� q6
102 +00 103 +00
AS -GUI,T tWF62MAT10Q
(.20V10E0 F20a1 .PLC,
ST'-PQo oaA eTUO
2ES \Olwlts IN F1�E.
RECOMMENDED FOR APPROVAL
L.
WASTEWATER UTILITY DATE NC
104 +00
HG1
h
h
23169
9`°GI9TEP� OE.�
�iZ'ytMti•."
PXRIHES
40 I
wY tl1.1
D
n
=C
Z
F7I
30 -.
O
U1
- - O
Ul
m
20 rH
V)
=E
m
m
1
U1
_
-s-2/9,40 2 0
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS