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I CTR CH= 406.67
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50" OFIR
F/54 MAIN FLOOR
FF EL= 415.15
NO BASEMENT
REPLACE EX. BRO EN CONCRETE WYE
WITH DUCTILE IRO TEE PER DETAIL
ON SHEET 4 (APP OX. DEPTH OF TEE
IS 6 FT) #3706 MAIN F
EL413.52
SDMH NO BASEME
RIM = 414.17
12"CONC SE= 406.67
AIL 14 "OMONKEYTAIL 12 "CONC NW= 406.77
\ 6 "GONG E= 409.07
-- w- _-- yy_- _- .ya-- _.-:. =5tio ASP
NE-7TH ST
#? MAIN FLOOR
FF EL417.69
NO BASEMENT
SITE 3
BOLLARDS
� 8'x3'ARBOR.
#651 GARAGE
FF EL413.93
NO BASEMENT
I LRIM
12 "C
12 "C
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WITH DUCTILE IRON EE PER DETA�L
poR ON SHEET 4. (APPRO ( DEPTH OF E
G F.OG 01L, p MEND IS 12 FT
E�ePSF, )
NO
I
SITE 5
REPLAC EX. BROKEN CONCRETE WYE
WITH DU ILE IRON TEE PER DETAIL
ON SHEET (APPROX. DEPTH OF TEE
IS 9 FT) F opR
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SITE 4
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REPLACE EX. BROKEN CONCRETE WYE
WITH DUCTILE IRON TEE PER DETAIL
ON SHEET 4. (APPROX TEE DEPTH
13 FT)
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#35�� g PSEgf.N
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SDMH
RIM = 401.86
8 "GONG E- NE= 397.26
6 "CONC S= 399.56
5 "GONG S -SE= 399.96
6 "CONC S -SE= 397.16
8 "CONC W -SW= 396.86
6 "PVC SW= 398.66
SITE 6
EX. 6" CONCRETE
SIDE SEWER (Ty
P)
DUCTILE IRON SPOOL LH ROMAC COUPLING
(LENGTH AS NEEDED) `(TYPE AS NEEDED)
�l ITT, 1 it i �Iv
Lj�=: -LI �
EX. 8" CONCRETE J I DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
#691
FF EL417.63
NO BASEMENT
#687
FF EL416.00
NO BASEMENT
CON
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#683
FF EL415.50 s
NO BASEMENT
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FF ELL4415.65t
NO BASEMENT ' I�
ON j U%
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� MH
SDMH {
( RIM-402.4
4
NEE, 7TH ST
INV DROPS
ROP
395.44
RIM =401.17 i�
CB TR CH =3
.94
6 "CONC ,r,
I RIM = 401.49
m
SDMH
RIM = 401.86
8 "GONG E- NE= 397.26
6 "CONC S= 399.56
5 "GONG S -SE= 399.96
6 "CONC S -SE= 397.16
8 "CONC W -SW= 396.86
6 "PVC SW= 398.66
SITE 6
EX. 6" CONCRETE
SIDE SEWER (Ty
P)
DUCTILE IRON SPOOL LH ROMAC COUPLING
(LENGTH AS NEEDED) `(TYPE AS NEEDED)
�l ITT, 1 it i �Iv
Lj�=: -LI �
EX. 8" CONCRETE J I DUCTILE IRON TEE
SEWER MAIN (TYP) 8X8X6
TYPICAL SEWER TEE REPLACEMENT DETAIL
1. BEDDING SHALL BE A MINIMUM 6" DEPTH.
2. BEDDING MATERIAL SHALL BE PER STANDARD
SPECIFICATION 9- 03.12(4).
3. PEA GRAVEL SHALL NOT BE ALLOWED FOR
BEDDING MATERIAL.
#691
FF EL417.63
NO BASEMENT
#687
FF EL416.00
NO BASEMENT
CON
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N
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#683
FF EL415.50 s
NO BASEMENT
I
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FF ELL4415.65t
NO BASEMENT ' I�
ON j U%
I
#682
FF EL414.50
NO BASEMENT
SSMH
RIM-415.13
CTR CH= 409.03
SITE 7
9URVEVFD: V
Roth Hilt, LLC'�- w`w 9m T O F
D.NE9: 1 " =20' NORROMPL w 19&1/1991 All"
JON _ RENTON
DRAWN: G
JDH � DxE ixcx DATUM
CxFCKmJDH "T"'� Planning /Building /Public Works Dept.
i! N. DNE INGI
REVISION BY DATE APPR PPPRWEP. 9 ACWRDwcrs
I
Au
SANITARY SEWER gust 2 °-
flLBWK
REPAIRS 2011 P.9E
DNn7o:
NE 7TH ST, NE 7TH PL, EASEMENT 9 r, 4 "4
MENERIMc
NEE, 7TH ST
l
76'
---- SS -----
SS----- SS -_-�
GRAVEL- - - - -
N a
j
0
(APPROX. TEE
THIS 9 FT)
a "co
N
#3911
w
w
#686
FF EL415.16
FF EL415.02f
N
O BASEMENT
NO BASEMENT
x
C� ON
REPLACE EX. BROKEN
ONCRETE WYES
I
WITH DUCTILE IRON T
S PER DETAIL
ON SHEET 4.
(APPROX.
TEE DEPTH IS 8 FT)
#682
FF EL414.50
NO BASEMENT
SSMH
RIM-415.13
CTR CH= 409.03
SITE 7
9URVEVFD: V
Roth Hilt, LLC'�- w`w 9m T O F
D.NE9: 1 " =20' NORROMPL w 19&1/1991 All"
JON _ RENTON
DRAWN: G
JDH � DxE ixcx DATUM
CxFCKmJDH "T"'� Planning /Building /Public Works Dept.
i! N. DNE INGI
REVISION BY DATE APPR PPPRWEP. 9 ACWRDwcrs
I
Au
SANITARY SEWER gust 2 °-
flLBWK
REPAIRS 2011 P.9E
DNn7o:
NE 7TH ST, NE 7TH PL, EASEMENT 9 r, 4 "4
MENERIMc