HomeMy WebLinkAboutWWP2703590.4N
w
Q
z
C)
w
O
n
z
Q
w
'
w
D
0
#754 MAIN FLOOR
FF EL=415.15
i
NO BASEMENT
REPLACE EX. BRO
EN CONCRETE WYE
PERT
WITH DUCTILE IRO
TEE PER DETAIL
CURB
10 GUT
,
ON SHEET 4 (APP
OX. DEPTH OF TEE
LAWN IS 6 FT)
#3706 MAIN F
EL413.52
-A
SDMH NO BASEME
o)
RIM=414.17
12"CONC SE=406.67
RS ;
I
16"OMONKEYTAIL 14"OMONKEYTAIL
12"CONC NW=406.77
F '
6"CONC E=409.07
RS
STB
FH&2WV CONC
WV1
WALL
VI)2WV
_RS
o ASP
U
n� Cl
Z
----ss---
----��--
_--��----- - _ __--�
RI
4'
6.
I ---�,SSMH S
RIM=417.37 N��
I CTR CH=406.67 NE TH ST
Rs - - - - - - j� --
rP
P _ - - - F V RS:.
BI - - -- CONIC ON
BOLLARDS < ALL
l�
2-12"ODS
RS i z 4'CLF
50"OFIR 20"OFIR
CA i I 00
.. x
&18"ODS
#? MAIN FLOOR
FF EL417.69
NO BASEMENT
SITE 3
UP
6"OBI
8'x3'ARBOR.
#651 GARAGE
FF EL413.93
NO BASEMENT
i
ASS ' SDM
i RIM
12"C
FCgOo��EP ��n� / SS��� �
(• i 12"C
0011011 12"C
-
- z
/S
W
Q I
� _ z
- ' GR PVE� LiJ
W
s 390
/ 4 GONG C1
W P� P�tJ F o
' gP
" NO
PSPN ' G�P,�E F� GANG REPLACE EX. BROKE V CONCRETE W YE
WITH DUCTILE IRON EE PER DETA L
ON SHEET 4. (APPRO DEPTH OF E
IS 12 FT)
SITE 5
AS -BUILT November 2011
AS -BUILT INFORMATION PROVIDED BY RAM SURVEYING &MAPPING LLC
f A DENOTES IMPROVEMENT CONSTRUCTED AS DESIGNED
Z
w
REPLA Ck EX. BROKEN CONCRETE WYE
WITH DU TILE IRON TEE PER DETAIL
ON SHEET (APPROX. DEPTH OF TEE
IS 9 FT) F�poR
�N
Np
F\-ppFz
N
� o
G
O"A 6 RS
2�
?
Y\ c '�
i
G - G
3�
OF
Cv
o
� �N
�
S =
RO
GO
J
GFzP
o R
20
`ao ENO FE
)
PAN
Np 0
SITE 4
REPLACE EX. BROKEN CONCRETE WYE
WITH DUCTILE IRON TEE PER DETAIL
v� ON SHEET 4 (APPROX TEE DEPTH
`vv
13 FT)
\'Pull
7Z_
\\\\
!i
#684 MAIN FLOOR
EL 405.02
\
O
NO BASEMENT
SHED
\
\\ UP
\\s
PATIO
LAWN
\\
GRAVEL
i
A SPH
'
30OPl IN
\
/
/ MUD/GRAVEL
VH CONC
\
/
DRIVEWAY-
BLK PL
�
/ /
4'WOOD FE
I
_ -_-___-_--_
GARA
FF EL40
MH
0 MAIN
#680
RIM=402.4
RI
LB 406.28FLOOR
SDMH
INV DROPS
395.44
VVV���
RIM=401.17
CB TR CH=38
.94
6"CONC
IM=401.49
E-NE=399.37
6"CONC N=400.19
/
SDMH
RIM=401.86
C
8"CONC E-NE=397.26
6"CONC S=399.56
6"CONC S-SE=399.96
I
6"CONC S-SE=397.16
8"CONC W-SW=396.86
STP
6"PVC SW=398.66
DUCTILE IRON SPOOL
(LENGTH AS NEEDED)
-01 d l
EX. 8" CONCRETE
SEWER MAIN (TYP)
EX. 6" CONCRETE
-SIDE SEWER (TYP)
ROMAC COUPLING
(TYPE AS NEEDED)
tv-
DUCTILE IRON TEE
8XSX6
TYPICAL SEWER TEE REPLACEMENT DETAIL
SITE 6 SITE 7
SURVEYED:
Roth Hill, LLC
SCALE:
�1
1 "-20'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1► CITY
� d
DESIGNED:
JDH
`\..
�.l
R E N TO N
DRAWN:
JDH
ONE INCH
Planning/Building/Public Works Dept.
CHECKED:
DMC
AT FULL SCALE
IF NOT ONE INCH
N 0.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
LH
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.
16
#4000
16.01
FF EL415.29f
EMENT
NO BASEMENT
LAWN 4 CLF
I
x x
UP
CONC
0
----- SS -----
ss-
S-----
SS -----
GRAVEL
- -RR
GR
TIE BDR -
W 5 x4 YE HE
WM 4'CLF
4'ORK 4'WOOD
8"ODS FE
(APPROX. TEE
CONC BLK
DEPTH IS 9 FT)
#4001
#4005 GARAGE
FF EL415.73
FF EL415.67
NO BASEMENT
NO BASEMENT
REPLACE EX. BROKEN
CONCRETE WYES
WITH DUCTILE IRON
TEES PER DETAIL ON
SHEET 4.
SANITARY SEWER
REPAIRS 2011
NE 7TH ST, NE 7TH PL, EASEMENT
DATE:
August
2011
FIELDBOOK:
PAGE:
DRAWING NO:
S-4
SHEET:
OF:
4
5
H
7�
cn
m
N
b
'
N
0
ISI-13bl`9101019