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={# 129.03 23.58
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TE =32.30
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EXISTING BUILDING
i I I I I TJ 03 =28 8a
FU L 0i DI
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- T I S 5
CAP EY
_) =A � 1 11 - - 3% - - SIDE SE
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INV =23.3
ADJUST T TO
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i I I I I TJ 03 =28 8a
FU L 0i DI
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- T I S 5
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H4
y- npt�,_S--�� °'o i
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SEE MECHANICAL PLAN
SEWER CCNNEC110N FM
FU'" -'W w-W-S
SAFEWAY #1563
FINISH FLOOR = 32.510 EX. CB
�777,77
11LF -6" SS
02.0%
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RIM =31.7
INV =23.3
ADJUST T TO
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6° S CLEANOUT
SEE MECHANICAL
PLANS. `\
\ rj FROM CITY OF RENTON
={# 129.03 23.58
� j_ 1 27.18 RECHANNEL MH
TE =32.30
IE =23.49
\
I
it
( REQUIRED.
AS
- -
PEK uIY OF
RENTON STD. i
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T
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DETAIL BW1BB I
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SEE SHT. C73 OF 14. I
EXISTING BUILDING
SEWER CCNNEC110N FM
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SAFEWAY #1563
FINISH FLOOR = 32.510 EX. CB
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SEE MECHANICAL
PLANS. `\
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i
vI� FOR SEWER SLOPE
(Y, MODIFICATION OF 1.0%
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Y, UNDER BUILDING SLAB.
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EXISTING BUILDING
6"
TO BE DEMOLISHED
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OT . =25.19
II I
I
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0.40 /
V
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E= 4.98
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PEO CITY OF
i%
RENTON STD. /
ACCESS MANHOLES
DETAIL BW188 /
it SEE SHT. C13 OF 14(.
l -t INTO SLUDGE HOLDING TANK
TOP 4 "4 OF. = 30.55
be
a
¢�°
SS CLEANOUT
i
if J
I Lam:: = '_ /� =`. �.�IPER
REMOVE WHOLES AND \
t =30.96
1 ,E =25.70
CITY OF
// RENTON STD. i
DETAIL BW18B /
SLUDGE TANK PER
CITY OF NTON
-I STANDARDS.
\ 55' SEE SHT. C13 OF 14.
/
1 0
9'x5'x7.2'
/
/GREASE
i I SSMH
INTERCEPTOR
4.
\� RIM =31.59
SE ECH NI
SI1NG IINV =25.14 (E- W)
TAIL.
/ --PLANS 16.5'
WER / )
IE =24.33
\
\ IE =24.06 (OUT)
PER CITY OF RENTON
/
\
STD. DETAIL BR37
CB
163.17'
I o TOP= 1.
- IINV(S) =29.51 6"
W
W
B0T. =27.16
-
I
0
/
-- .39
SEE SHT. C13 OF 14.
--- - - - - -- - - - --J
30'
-- - - - - -- - 31 --
I PLp G. G0 ®g H 1 TCh
2 "W W Qo�i a �� �o`'��11A Yp -�
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�aeslc 1960
AL I
.vvw® CHECKED FOR COMPLIANCE
GRAPHIC SCALE 96298 -02 TO CITY STANDARDS
zo o +o zc eo +zo Datel2_2 /_�
BUSH, R ®ED do HITCHINGS, INC. aas/ Date
CIVIL ENGINEERS & LAND SURVEYORS Date
( IN FEET) 20D99 MINOR AVE. EAST (208, 323 -4144
1 Bch 20 R L! 98702 -35 3or ington FAX# (22 00 661 - 33x0135
Q"7 E -MAIL INF0lo9RHINC.COM
J-2, 0 mmft %Ao " ok: L L mom 9
II
00 J- 2 2r20 /
SHEET C12 OF 14
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SEE MECHANICAL
PLANS. `\
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IN ) =28.29
6"
OT . =25.19
II I
S,47S201
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S� INV(W) =28.05 '
SANITARY SEWER MH #2
TYPE B 54 °0
BOT. =2
TE =30.33
IE =24.58 (IN) 6"
IE =24.48 (OUT) 8"
PER CITY OF RENTON
STD. DETAIL BR37
be
a
SEE SHT. C13 OF 14.
0
SANITARY SEWER MH #1
TYPE B 54 "0
4.
TE= 31.45±, MATCH EX. GRADE
"
o
\ IE =24.16 (IN)
IE =24.33
\
\ IE =24.06 (OUT)
PER CITY OF RENTON
/
\
STD. DETAIL BR37
SEE SHT. C13 OF 14.
--- - - - - -- - - - --J
30'
-- - - - - -- - 31 --
I PLp G. G0 ®g H 1 TCh
2 "W W Qo�i a �� �o`'��11A Yp -�
v F SJ'
�aeslc 1960
AL I
.vvw® CHECKED FOR COMPLIANCE
GRAPHIC SCALE 96298 -02 TO CITY STANDARDS
zo o +o zc eo +zo Datel2_2 /_�
BUSH, R ®ED do HITCHINGS, INC. aas/ Date
CIVIL ENGINEERS & LAND SURVEYORS Date
( IN FEET) 20D99 MINOR AVE. EAST (208, 323 -4144
1 Bch 20 R L! 98702 -35 3or ington FAX# (22 00 661 - 33x0135
Q"7 E -MAIL INF0lo9RHINC.COM
J-2, 0 mmft %Ao " ok: L L mom 9
II
00 J- 2 2r20 /
SHEET C12 OF 14