HomeMy WebLinkAboutS-142901S 8933'02" E ELAINE AVE.. NE
CUL -DE -SAC
CUL -DE -SAC AND PROPERTY
BOUNDARIES AS SHOWN ON o STA 12+45.09 5' RT m
APPROVED (BY CITY OF RENTON) -o _oM&=o = SS STA 0+00
DESIGN PLANS SUBMITTED BY TOUMA r SSMH0 o
ENGINEERS DA TED JUL Y 19, 1989 0 I "T M fl -= 281.94
V) IE = 271.04 IN
IE = 270.94 OUT
LOCATION PER APPROVED
(BY CITY OF RENTON) DESIGN
PLANS SUBMITTED BY TOUMA
ENGINEERS DATED JUL Y 19, 1989
S 892854 ' E
Fla j07
vI / A
CC) 06" 1,
0
13' UTILITY EASEMENT 13' y Syr
/00 �T -
AFx 9205280699 SIDE S
ap 5 Co a STUB iTYP.I
7" fl I 5( �
5, / 05C5 15' UTILITY EASEMENT I
ee �
11 1 ..
ICS 2
SSrSTA 1 +82.00
4' L T OF EASEMENT
RIM EL = 282.54
IE = 270.27 IN
IE= 270.17 OUT
SEE SANITARY SEMER PROFILE �a
SHEET 4 OF 6 9J
"S
"ay
J
T "S
ay
J
WARNING
N
IT IS RECOMMENDED THAT OWNER /DEVELOPER
HA VE A SOILS ENGINEER ON SITE PRIOR
2 X 4's
o
TO AND DURING TRENCH EXCA VA TION
-SEE DETAIL, SHEET 2
^
THROUGH THIS AREA. SOME FORM OF
,SWAN MEADOWS // PIPE TO PREVENT THE PIPE
SHORING OR SPECIAL PRECAUTIONS MIGHT
Lo
FROM DEFLECTING
BE NECESSARY TO AVOID DAMAGE
..'i ..'F�.. 1 "1 .,. 1111.
TO ADJACENT STRUCTURES.
SAND.
PROPOSED ROUTE OF NEW LINE
THIS DESIGN IS STRICTL Y FOR
BORE DEMAL
IF REQUIRED.
CONVEYANCE AND WAS PRODUCED
SS STA 3+99.00, 7.26' LT OF
/
WITHOUT ANY SOILS RECOMMENDATIONS.
u
��
SUBSURFACE SOILS CONDITIONS ARE
L4
6" CONC. SIDE SEWER
UNKNOWN AS IS THE STRUCTURAL
C
j
INTEGRITY OF EITHER ADJACENT
GRAPHIC SCALE
/
RESIDENCE.
�////
1tz�
LINE TYP
RIM = 279.70
Ex. SSMH IE=
NOTE
zo
o .o w .o so
60 LF 12" SMOOTH WALL BIP
NEW 6" STUB LINE
DO NOT DISTURB FENCE
5' SEPARA TION MINIMUM 1
S 89 °33'02" E 252.26
SANITARY AND STORM -
MANHOLES PER CITY OF RENTON
APPROVED DESIGN PLANS (BY TOUMA
DA TED JUL Y 19, 1989
REMOVE TREES
PLACE AND STRAP V ..
8 PVC SANITARY SEWER
2 PRESSURE 7REA7ED
2 X 4's
LINE SHOW IS APPROXIMATE
-SEE DETAIL, SHEET 2
IAll /...
^,._
,SWAN MEADOWS // PIPE TO PREVENT THE PIPE
LOCATION OF SIDE SEWER AND
FROM DEFLECTING
.,.... ., ._._I
..'i ..'F�.. 1 "1 .,. 1111.
SPACE WITH BLOWN
SAND.
PROPOSED ROUTE OF NEW LINE
N
BORE DEMAL
IF REQUIRED.
SS STA 3+99.00, 7.26' LT OF
NO SCALE
��
282
6" CONC. SIDE SEWER
®
I-CA
GRAPHIC SCALE
MANHOLE TYPE II
LINE TYP
RIM = 279.70
Ex. SSMH IE=
NOTE
zo
o .o w .o so
NEW 6" STUB LINE
DO NOT DISTURB FENCE
266.2 /
RIM= 281.70
( IN ter) ®
WA TER METER
ALONG PROPERTY LINE
I inch = 20 EE. o
S -80 AND NOT FIELD LOCATED
IE= 268.74
FIRE HYDRANT
RIM= 279.49
PROPOSED FIRE HYDRANT
FIELD VERIFY
OO
EXISTING OR PREVIOUSLY DESIGNED
�
o
00 JE. 265.99
3
n
7 NEW 6" STUB LINE
-
-
N
EXISTING CATCH BASIN
0
DECIDUOUS TREE
00
—W
1111
.
—G G G
oo
g—
SEWER LINE
G ::
G G G G
OVERHEAD POWER LINE
DA t!
— G—
— W
W
-,
..
W: W
--
N
. ..
1111 .
24,
S
S
.03
0
N
o�
_
o
0
o�
INVERT OF SANITARY SEWER MANHOLE, ELEV 264.11
PER SANITARY SEWER EXTENSION PLANS FOR SWAN
S 893302"
E
Li
n
SADDLE EXISTING
N
^
wwP -is -1429
EDGE OF ASPHALT
J
~
� h
SEWER PIPE IF DESTROYED
DURING CONSTRUCTION.
FOUNDATION ZONE.
PLACE AND STRAP V ..
8 PVC SANITARY SEWER
2 PRESSURE 7REA7ED
2 X 4's
LINE SHOW IS APPROXIMATE
-SEE DETAIL, SHEET 2
THE PVC
,SWAN MEADOWS // PIPE TO PREVENT THE PIPE
LOCATION OF SIDE SEWER AND
FROM DEFLECTING
FILL ANNULAR
0
SPACE WITH BLOWN
SAND.
PROPOSED ROUTE OF NEW LINE
N
BORE DEMAL
IF REQUIRED.
SS STA 3+99.00, 7.26' LT OF
NO SCALE
��
282
6" CONC. SIDE SEWER
®
I-CA
GRAPHIC SCALE
MANHOLE TYPE II
LINE TYP
RIM = 279.70
Ex. SSMH IE=
zo
o .o w .o so
NEW 6" STUB LINE
TAKEN FROM CITY OF
RENTON PLAN SHEET
266.2 /
RIM= 281.70
( IN ter) ®
WA TER METER
-- 281 Ex. SSMH
I inch = 20 EE. o
S -80 AND NOT FIELD LOCATED
IE= 268.74
FIRE HYDRANT
RIM= 279.49
PROPOSED FIRE HYDRANT
FIELD VERIFY
OO
EXISTING OR PREVIOUSLY DESIGNED
o
00 JE. 265.99
n
O
EXISTING OR PREVIOUSLY DESIGNED
SANITARY SEWER MANHOLE
N
EXISTING CATCH BASIN
0
DECIDUOUS TREE
—W
1111
.
—G G G
g—
SEWER LINE
G ::
G G G G
OVERHEAD POWER LINE
DA t!
— G—
— W
W
-,
..
W: W
--
N
. ..
1111 .
24,
S
S
.03
_
o
0
S
INVERT OF SANITARY SEWER MANHOLE, ELEV 264.11
PER SANITARY SEWER EXTENSION PLANS FOR SWAN
S 893302"
E
MEADOW 2, BY TOUMA ENGINEERS, SHEET C4
SADDLE EXISTING
SANITARY SEWER
wwP -is -1429
EDGE OF ASPHALT
^
3
EXISTING
RESIDENCE
TAX LOT 1722
175' EXTEND CASINO 17.5' 175
BEYOND THE HORIZONTAL
PROJECTION OF THE HOUSE
ON THE WEST SIDE.
GROUT BOTH END
12' SMOOTH WALL BIP^ - TO PREVENT SOIL FROM
BORE CASING ; \ ENTERING THE CA ING
3
PLACE AND STRAP V ..
8 PVC SANITARY SEWER
2 PRESSURE 7REA7ED
2 X 4's
N
TO THE BOTTOM OF
THE PVC
,SWAN MEADOWS // PIPE TO PREVENT THE PIPE
r%)
FROM DEFLECTING
FILL ANNULAR
0
SPACE WITH BLOWN
SAND.
N
BORE DEMAL
NO SCALE
LEGEND
®
PROPOSED STORM DRAINAGE
GRAPHIC SCALE
MANHOLE TYPE II
PROPOSED :SANITARY MANHOLE
zo
o .o w .o so
pd
WATER VAL VE
( IN ter) ®
WA TER METER
I inch = 20 EE. o
UTILITY POLE
FIRE HYDRANT
PROPOSED FIRE HYDRANT
OO
EXISTING OR PREVIOUSLY DESIGNED
STORM DRAINAGE MANHOLE
O
EXISTING OR PREVIOUSLY DESIGNED
SANITARY SEWER MANHOLE
❑
EXISTING CATCH BASIN
0
DECIDUOUS TREE
—W
WATER LINE
g—
SEWER LINE
—T'
OVERHEAD POWER LINE
DA t!
— G—
2" GAS LINE
N
0
o
o
0
INVERT OF SANITARY SEWER MANHOLE, ELEV 264.11
PER SANITARY SEWER EXTENSION PLANS FOR SWAN
N
MEADOW 2, BY TOUMA ENGINEERS, SHEET C4
OF 8, DATED JULY 5, 1989.
" AS -BUILT " PREPARED FROM
BY TOUMA ENGINEERS.
>i CHECK. R COMPLIANCE
L2 F , TO C
ITY Y STANDARDS
Z W V
� � W
N c�
h
m U U
V U V
U
z
�i
w
w
z
z
w
e.
a
w
U
z
0
N
j N
m
Lm
0 0 0
z so
C N
_s
gym
� � M
0
o -o
N N
a
I ull
h
Z
W y ��
RECOMMMENOED (,) e ¢
FOR APPROVAL g "j o
D n o0
BY q+12 ? W Q
u = a 3
?�q >z, �l� Wov
3 °
ED GE OF ASPHAL T TYR
N R. G. N .�. SmK1429
1t. 3
P— — — P, `Q Vi
-G G _G. G G G Bx
s
— W yI
W — E:==t _:,: _� _..._.:;�s� W - H,
_ N
S S S �-$- ' `?i .-- S- y
Ex. SSMH
RIM= 275.90 Ex. SS H SHEET
N. E. 12th ST IE= 264.17 RIM= 276.06
IE= 264.50 IE= 264.11 2 OF 6
ACAD FILE NO. 911979SAI JOB NO. 91197
L