HomeMy WebLinkAboutS-286203LJ
' MH 2
-- -- — -- - -- - -- -- A 12 +77, 121' LT
-77 �-.� -� �-r-T =SS 3+72.0
INSTALL NEW TYPE B
v
SHALLOW SANITARY
.� MANHOLE
v
MH 1
12 +35 R
i, A 1.9 LT
E - =SS 2+50.0
.; INSTALL NEW TYPE B
SHALLOW SANITARY MANH(
r OVER EXISTING 8" PVC SE'
0 SEWER TO FAST SHALL RE
MH E1 ACTIVE UNTIL NEW MAIN IC%-:
t EXISTING MANHOLE TO REMAIN. AND ACCEPTED BY CITY 0
- A11 +17.13, 2.8' LT
EXISTING 8" DIAM.
w ���...1....�....L SANITARY SEWER
TO REMAIN
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r = w PROPOSED GRADE
Q 30 cc
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ENGINEERING — STREETS -- WATER— SEWER— PARKS— BUILDING—
L
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Of v
PROPOSED CITY
PROPERTY PURCHASE
7-74 e+e rvic-T \ k T e-
SS3 +00
JJ4t W
ROLL 240 a
EXISTING 8" DIAM.
bbot W
MH E3
EXISTING MANHOLE TO REMAIN
A 14 899 50' LT
1
I
Ii.
LAID I INV V 1 ILI 1 1
INFORMATION IS
APPROXIMATE ONLY 1
ALL TWO WORKING DAYS
BEFORE YOU DIG
. onn An'A cccc
j MH 3
A 14 +87, 71.5 LT
� SS 5 +94.0
INSTALL NEW MH OVER EXIST
1 8" PVC SEWER. SEWER FROM SOUTH
SHALL REMAIN ACTIVE UNTIL NEW
I MAIN IS TESTED AND ACCEPTED BY
CITY OF RENTON
AFTER ACCEPTANCE OF NEW SEWER,
� I i PLUG INLET FROM SOUTH AND
—W w— REMOVE EXISTING SANITARY
SEWER PIPE
I
I
�,--: - - - - - -
P
SANITARY PLAN AND PROFILE
SOUTH 180th STREET GRADE SEPARATION
t i& r
�F I I
R-
13.9
* EXISTING INVERT INFORMATION
EXISTING INVERT INFORMATION SHOWN IS
AN INTERPOLATION OF AVAILABLE DATA.
THE CONTRACTOR SHALL EXCAVATE AND
VERIFY EXISTING INVERTS SHOWN PRIOR
TO SANITARY SEWER CONSTRUCTION. IF
THERE IS A DISCREPANCY FOUND, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER FOR RECALCULATION OF
THE SLOPE FOR THE NEW SEWER.
** SIDE SEWER REPLACEMENT
THE LIMITS OF SIDE SEWER
REPLACEMENT BEYOND THE RIGHT OF
WAY ARE SHOWN APPROXIMATE. ACTUAL
LIMITS OF REPLACEMENT SHALL BE AS
NECESSARY TO PROVIDE 18 IN MIN.
COVER OVER THE PIPE WITHIN THE LIMITS
OF CONSTRUCTION. THE CONTRACTOR
SHALL POTHOLE THE EXISTING SEWER
AND COORDINATE SIDE SEWER
REPLACEMENT WITH THE ENGINEER IN THE
FIELD.
* ** VERTICAL SEPARATION
WHERE UTILITY PIPE LINE VERTICAL
SEPARATION IS LESS THAN ONE (1)
FOOT, INSERT ETHAFOAM HS -600
PLANK —FOAM BOARD OR EQUAL AS
CLEARANCE SEPARATION.
OT
SEE DRAWING C32 FOR CITY OF KENT
SEWER IMPROVMENTS.
oLO 0 149.55' EXIST. �
cr_ N.T.S. r
WrN
w N.T.S. 78.49' M
Q� ww 30
V) x _
� tY
25
II
it
EXIST. 8 " DAIM. SS I I
S=- -0.67% I I
— __-- _----- --- - -1 20
scale feet
R O/45 RECORD COPY
2EJ91 /0 ADOENDMA NO. 3 __ --
no ; date I revisions
1
CIO
.j
H
LL
I"1
O
U
C45
- -- sh «t 45 of 144
job no A00084
scale _ 1 " =20'H, 1 " =5'V
dote 20— Feb -2001 /
rr"-
V:
C
by
date
CONSULTANTS
designed
CS
2/20 /01
A4004,1111 33301 9TH AVENUE SOUTH
FEDERAL WAY, WASHINGTON
BERGER/ABAM 98003-2600
E y G . It E EA s VOICE: (206)431 -2300
I Moe, FAX: (206)431 -2250
drown
8JA
2/20 /01
checked
GlP
2/20 /01
pr°j an
CCW
2/20/01
pro j diw
GLP
2/20/01
ode ek no
I
ROLL 240 a
EXISTING 8" DIAM.
bbot W
MH E3
EXISTING MANHOLE TO REMAIN
A 14 899 50' LT
1
I
Ii.
LAID I INV V 1 ILI 1 1
INFORMATION IS
APPROXIMATE ONLY 1
ALL TWO WORKING DAYS
BEFORE YOU DIG
. onn An'A cccc
j MH 3
A 14 +87, 71.5 LT
� SS 5 +94.0
INSTALL NEW MH OVER EXIST
1 8" PVC SEWER. SEWER FROM SOUTH
SHALL REMAIN ACTIVE UNTIL NEW
I MAIN IS TESTED AND ACCEPTED BY
CITY OF RENTON
AFTER ACCEPTANCE OF NEW SEWER,
� I i PLUG INLET FROM SOUTH AND
—W w— REMOVE EXISTING SANITARY
SEWER PIPE
I
I
�,--: - - - - - -
P
SANITARY PLAN AND PROFILE
SOUTH 180th STREET GRADE SEPARATION
t i& r
�F I I
R-
13.9
* EXISTING INVERT INFORMATION
EXISTING INVERT INFORMATION SHOWN IS
AN INTERPOLATION OF AVAILABLE DATA.
THE CONTRACTOR SHALL EXCAVATE AND
VERIFY EXISTING INVERTS SHOWN PRIOR
TO SANITARY SEWER CONSTRUCTION. IF
THERE IS A DISCREPANCY FOUND, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE ENGINEER FOR RECALCULATION OF
THE SLOPE FOR THE NEW SEWER.
** SIDE SEWER REPLACEMENT
THE LIMITS OF SIDE SEWER
REPLACEMENT BEYOND THE RIGHT OF
WAY ARE SHOWN APPROXIMATE. ACTUAL
LIMITS OF REPLACEMENT SHALL BE AS
NECESSARY TO PROVIDE 18 IN MIN.
COVER OVER THE PIPE WITHIN THE LIMITS
OF CONSTRUCTION. THE CONTRACTOR
SHALL POTHOLE THE EXISTING SEWER
AND COORDINATE SIDE SEWER
REPLACEMENT WITH THE ENGINEER IN THE
FIELD.
* ** VERTICAL SEPARATION
WHERE UTILITY PIPE LINE VERTICAL
SEPARATION IS LESS THAN ONE (1)
FOOT, INSERT ETHAFOAM HS -600
PLANK —FOAM BOARD OR EQUAL AS
CLEARANCE SEPARATION.
OT
SEE DRAWING C32 FOR CITY OF KENT
SEWER IMPROVMENTS.
oLO 0 149.55' EXIST. �
cr_ N.T.S. r
WrN
w N.T.S. 78.49' M
Q� ww 30
V) x _
� tY
25
II
it
EXIST. 8 " DAIM. SS I I
S=- -0.67% I I
— __-- _----- --- - -1 20
scale feet
R O/45 RECORD COPY
2EJ91 /0 ADOENDMA NO. 3 __ --
no ; date I revisions
1
CIO
.j
H
LL
I"1
O
U
C45
- -- sh «t 45 of 144
job no A00084
scale _ 1 " =20'H, 1 " =5'V
dote 20— Feb -2001 /
rr"-
V:
C
0
� vN
1
1
7
C
t
ti