HomeMy WebLinkAboutS-358703I
0
(37)
0
IN
CD "i
—oz
<00
z
ry
L'i
0
F__
I7_ z
LiJ
ry
LL
0
O c
0
E4
E.4
GO
rn
444 11
E�
PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, WAY.
0-
F/NF 7th RACE
NE 7th PLACE STA. 23+17.11 (NILE AVE NE)
IS A. 17+41.67 (NE 7th PLACE)
WWPE
1
L LA ;--3522
S
S
S
SAM
+
SMH 240
S S PLAN
pr
RIM=519.07
IE Qj
IE=511 3 (IN)
PER AV
BU IL
'A
0
11 ;PY NILE AVE NF NP 7th PLACE
21+71.09 (NILE AVE NE) SAO It
A 30+00 (NE 7th PLACE)
0
CONTRACTOR TO VERIFY STA 31+54 58 5.6'RT. sso INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY "SHALLOW IM-518.38
OF ANY DISCREPANCIES 09+27w 8(OUT)S\vis c Li 116"
AS-BUILT #S-3522 IE--et21tff: 8
EX. C.O.
RIM=518.85
IE=511.73, 8"
STA. 21+66.0 TILT.
SSMH 1, 48 xxc 32+ow
RIM=&44-6- 5lat.5Z O�w - - - - - - - - - -
2T
E=54446, 8(OUT)si%.
IE=51 1.86, 8 (IN) 5;t%.Itt — -- — --
B'SS os=0.6
/?AF26LF, 8" SS O5 =0,549
,
STA. 30+95.21, 4.7'RT.
STA. 21+45.87 7TT
SSMH 2, 54 SHALLOW
5tiuuffl. wi U
RIM=&16,B2
E=54+46, 8"(OUT) E=&;4.�, 8"(OUT)ETIi--5-1
+ iE=5q2.4 , 8" (IN)
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
2
JAI
MEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
>
0
U
60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
Y
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
>
1:3:5 MIX
by
z
In
if,,MMKG
PROPERTY LINE
Col _2% MIN SLOPE
2"x 4�" STUD SERVICE MARKER PAINT UPPER
6" SIDE OUTLET TEE
U
HORIZONTAL
SEWER MAIN
w
61, MIN.
CONCRETE
I
0
(37)
0
IN
CD "i
—oz
<00
z
ry
L'i
0
F__
I7_ z
LiJ
ry
LL
0
O c
0
E4
E.4
GO
rn
444 11
E�
PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, WAY.
0-
F/NF 7th RACE
NE 7th PLACE STA. 23+17.11 (NILE AVE NE)
IS A. 17+41.67 (NE 7th PLACE)
WWPE
1
L LA ;--3522
S
S
S
SAM
+
SMH 240
S S PLAN
pr
RIM=519.07
IE Qj
IE=511 3 (IN)
PER AV
BU IL
'A
0
11 ;PY NILE AVE NF NP 7th PLACE
21+71.09 (NILE AVE NE) SAO It
A 30+00 (NE 7th PLACE)
0
CONTRACTOR TO VERIFY STA 31+54 58 5.6'RT. sso INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY "SHALLOW IM-518.38
OF ANY DISCREPANCIES 09+27w 8(OUT)S\vis c Li 116"
AS-BUILT #S-3522 IE--et21tff: 8
EX. C.O.
RIM=518.85
IE=511.73, 8"
STA. 21+66.0 TILT.
SSMH 1, 48 xxc 32+ow
RIM=&44-6- 5lat.5Z O�w - - - - - - - - - -
2T
E=54446, 8(OUT)si%.
IE=51 1.86, 8 (IN) 5;t%.Itt — -- — --
B'SS os=0.6
/?AF26LF, 8" SS O5 =0,549
,
STA. 30+95.21, 4.7'RT.
STA. 21+45.87 7TT
SSMH 2, 54 SHALLOW
5tiuuffl. wi U
RIM=&16,B2
E=54+46, 8"(OUT) E=&;4.�, 8"(OUT)ETIi--5-1
+ iE=5q2.4 , 8" (IN)
MAIN TO PROPERTY LINE)
z
1 I
01
vi
�6+-,
hf -, �;� till
rd
JO e4lb?.9.
(p +
!2
id
OA 5 q"551p
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
2
JAI
MEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
>
0
U
60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
Y
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
>
1:3:5 MIX
by
z
CONCRETE
BLOCKING
if,,MMKG
PROPERTY LINE
Col _2% MIN SLOPE
2"x 4�" STUD SERVICE MARKER PAINT UPPER
6" SIDE OUTLET TEE
HORIZONTAL
SEWER MAIN
w
61, MIN.
CONCRETE
N WHITE AND STENCIL ON FRONT SIDE
PWOORRIDNNG VIEWI
ANGIE
TYPICAL
ELEVATION
OF TEE
AT MAIN OVER 25
WITH 3" HIGH BLACK LETTERS.
x
ELEVATION
(SEWER UNN TO PROPERTY
NOTE:
ADOPTED
AND #6 "RE MAPPED AROUND THE STUD AND
UNLESS OTHERWISE
SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
<
6" BUILDING SEWER PIPE EXTENDED TO THE TOP OF THE STUD.
ii=: 12/96
FUTURE
in
6 Z
DWG. NAME. BR39 SP PAGE: 8078
j BUILDING SEWER
TEE WITH 6" SIDE OUTLET 3"x6'X6" WYE WITH A SURFACE
CLEANOUT WITH CAST IRON RING
AND C
6" SIDE SEWER AND Pull DING SEWER OVER (SEE DETAIL DING. 403.1)
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
MAIN TO PROPERTY LINE)
z
1 I
01
vi
�6+-,
hf -, �;� till
rd
JO e4lb?.9.
(p +
!2
id
OA 5 q"551p
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
2
JAI
MEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
>
0
U
60" ALLOWABLE MAX.
VITRIFIED CILAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND C1
Y
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
>
1:3:5 MIX
by
z
CONCRETE
BLOCKING
if,,MMKG
Col _2% MIN SLOPE
6" SIDE OUTLET TEE
HORIZONTAL
SEWER MAIN
z
0
61, MIN.
CONCRETE
SEWER MAIN
BLOCKING
ANGIE
TYPICAL
ELEVATION
OF TEE
AT MAIN OVER 25
SIDE SEWER
STANDARD ME SEWER INSTAMATION
x
ELEVATION
(SEWER UNN TO PROPERTY
NOTE:
ADOPTED
UNLESS OTHERWISE
SHOWN ON PLAN. SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
ii=: 12/96
in
6 Z
DWG. NAME. BR39 SP PAGE: 8078
MAIN TO PROPERTY LINE)
z
1 I
01
vi
�6+-,
hf -, �;� till
rd
JO e4lb?.9.
(p +
!2
id
OA 5 q"551p
b -� L4
In �
2
JAI
C;
>
0
U
(7 I9
I
Y
j�4 DO
-31 i
1 -OD-;
Nk 7th PLACE 5=252 I;;'--
TA T.
s 4
L
RIM= 1 STA. 36+36. }5.ORT.
IE= 8-"(QPT) 5/y 14 §SMH#51 48"1
IE= 8" (]N)� -oy . ? ? RIM =
527.26
E_ 8(OUT)57.0. Z7 o
NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (S)
NOTE: INSTALL SIDE SEWERS PER DETAIL
LEFT, PVC PIPE, MINIMUM 2% SLOPE (NP.)
CONTRACTOR TO VERIFY - `\
INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER
OF ANY DISCREPANCIES.
�oi 53p�c
l
vv oi � , 1/. it.
PER AS-BUILT
21
S=3587,03
NOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 1-800-424-5555
STA. 0+14.41 (PASCO PLACE NE)
i vie
+
tj
t OPEN
A4
7+h PI A
STA. 37+86 5V-1 (E" 7th PLACE)
STA. 1+69.45!(PAMO PLACE
'Paw
na,
�G,
Q'Ir tl
101.
77
0+24
It- S
i3
Q S.4' T. `& U
SSmm b 40
'o
RINI 3
E=5*230 8"(OUT)5L-'?4
E-52*49, 8" (114)sza.oz
NPLACNE
T'�
A. 3+3332 (PASCO 1PLACE NE)
In In 0
W
o
z CD
W ,
2 w
2 LO 0 0
Of
w
z
0
�2
b -� L4
In �
2
Z
>
0
U
p
>
I
VMS
u
>
z
GRAPHIC SCALE
0 20 40 80
L. ..... I .......... I . .... . ..... ..........
I Inch = 40 feet
;5 - 3s IF? 0 s
oi
U)
_j
0 0
4%� 7jf7
P
cn
W
1 1
0 z
< UU
3 F
z
0
UU
z
RECOMMENDED FOR APPROVAL
0 lu)
Date DATE 03/25/2011
te!JOB NO.
:
e,
DWG NO.
By, Datei SHEET
Byl DateI 7 OF 9
E
rn <1
>
p
>
I
VMS