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PORT /ON OF THE N W 1 OF
SECT /ON 4., TOWNSHIP 23 NORTH,
CITY OF RENTON., STATE OF
THE SE 1 OF
RANGE 5 EAST
.9 W M
WASHINGTON
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S8814'32 "E
35 7.80 N88'14'32 "W
372'
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Q I , (� TOP OF BANE 30 SS EASEMENT LAJ ` (�) REC. #8501030452 �
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ss ch -15
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O I g� SEWER MAIN W/t.00A TE *IRE, I
�" ABOUT\4' OF COVER.
r 2 +49 7T SS LINE + I AIM /N. BENDING RADIUS IS 35. 77MES CONTRACTOR TO POTHOLE �
Q M z I AFORE C NSMUCTION. I
' SSMH -54 /SHALLOW o � A�IEIER VERT OR HOR1P. SSE
L=-� 14.24' ° I s M C.O.R. S -143 et S-- 202921 (�
O I RIM= 3%00 356.34 s? AEI /N RAD =35x 10 (010)= 350 %12 =29
z wI _ I
O , IE= J60 10 350.39' -IN- W �o _ _ - �..� --1 +x2.86
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1E-"4S9.-90- 350.29 - OUT -SE I ° TOP SS =34,? 45
s
o I • �. <^ SD /E= 343.58
z r•. EX HOUSE TO REMAIN sr.
w FF =354.0 - _ - 1
cr EX HOUSE l'
-1 1662 S.F. m , v'``"'�_ .f .3+-32 CU MALL TFALL LINE
1 I
( ) v, FF= 354.60 s _ _ I
,. SSMH CO3�1- 8 d
�1 +72 -151 T(SS) ` - '""�'' RIM =295.0
2+00 20.71 ' ---� I _ J
6" SS S7U8 S2X 75'r d nUTY EA ENT .
'= 20V 8 "PVC S= -i#!� 7. ggx ` 3+ 17 -15'L T�'S�S) °' - ' r 5. Q, - 1E =289.2 -8 HDPE
v ( 6 SS STUB, � x I 15Cf 6 S�RVC � � � , OF �.
IE= 346 - 5.346.0 o v� APE G�7VTERLINE, 3 +35- OUTFALL Ll
15LF 6 SRVt? � _ - �''� ,� N� `9• SS- COWECllON
� lE= 349.55 � - _- _ BSBL _ . � _ � � r �\
•c h - CAP END & MA K 1 all 1 f' l
W FOiR �TUR 9 � 20 L ,8 D DRISCOIP /PE Wl TH SADDLE AND TAPE 12
cr I , � � ,
Z ANCHORS A T 30 MAX. SPAG7NG. S&E HDPE SEWER PIPE \
EXTENSIOw _ INSTALLA7101V DETAILS. 1E= 288.51- 12 "HDPE \
351. 3 -8' 8 4 J f
t4i LL
l
2 +30.25- 15SS) (Q 6 SS STUB, S�2X' \
& ss siv, St �� `� f 6 -LF 6 SRV
15LF 6" 7w. ht 1E= =346.00
� I \
v IE=360�
FF =
353 20
H I EX HOUSE
373.0 J
365.0
r- = I o
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w
W
Q
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1 00 _ ono ,�� �� 1 +16.61-31.89""L T PVT RD.
`'' 1 +3
+ - .- 22' L T 01/ MALL
DRAINFILED O -- --. �` cn � I SSMC► '1 -48 "/
EA SEMEN T �---
REC _ _ .� s _ �� RIM- 358.50'
-- _ 3,8 3
#9108269012
v 35 o ioX �\ I 1E =34. 63- OUT -NE
W AOHOILE CANNEC710OVS
Od
25 4 I PER DETAILS THIS SHT do 9
_.._.., cp ! 32.00 R' �, N-524,3 39
F� I
6.5 E=5016.'50
` �� \ 134.39' S88'.
93.65 ' N88 009'4 0 "W 09 4 0
= 2 +1 . ;
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3
TOP OF BANK
EX ACCESS & UTILITIES I
EA SEMEN T REC NOS. O i
9205131423 & R. 0. S. + (Q
9108269012 , i I
Q)
O ► ` `' R=360.00
EX SS H (D O R P MH ) ' + O L=52.60
Z Ton =26.35
RIM EL = 372.06 0' 10' 100, Delta =08 *2219"
WV EL = 367.06, 8" CONC IN 0
NE 17th IN V EL = 361.66 8 CONC. OUT I
CONTRACTOR TO FIELD
t
C
E-
VERIFY EXIS T1NG AIANHOLE p0 t 3
� INVERT ELEVA TIOIVS O
o
th
W
v
2
Ep -- N EX SSMH 9 d I
'PLA T ` ----�' - - _ - -- - N0. - S- 11,3`" Lh
________ � ~- __ N 66.027
'MEAS )
- N 5075 068 _--
--- - -- - E 5053.244
N 5062.x+800 X /0`
' E 5110.5236 ��-
5.00
Tan=113.66�
DM10 =3 '55�
x
0
ROLL 2.0�
3 +00- 9'RT -NE 177H PL.
EX SSMH - 48" 18 DROP MH
STA 6 +33.20 SS LINE
RIM EL= 360.57
IE= 353 77 8 "CONC /N, NW, EX.
IE= 344.57 81CONC OUT SE, EX.
IE= 346.96 8" IN EW NW
DROP CONNEC
RE- CHANNEL H
In \
Is
7' =20'
"AS -BUILr NOTE: 1 zxnw a rl
"AS- BUILT" IS BASED ON A ACTUAL nEL0 SURVEY
BY TOUMA ENGINEERS AND /NFORMA now SUPPLIED
BY CONTRACTOR
FR 211
WAS
�947U
'(*AL
e�IFm 6 22,06
A
00neo srue a+o�
i �••• ••
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION,
ws
PLACE 1 C.Y. CONCRETE-
BLOCKING AT DRISCOPIPE
EXIT BETWEEN
GROUND AND CATCH BASIN
MAW. 400 f&WTW-,,,...,.,,%.,
ON ANCHOR
• M •
• a � �
MAX 180 UVEREXCAVATION
ON ANCHOR SIDE
PLAN VIEW
A
1
ff:
WHOLE BASE SECTION SHALL
PROVIDED WITH CLASS V
1NFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH__,
NTS
5.3/&3o0
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
a
a
Q
w
W
Q
0
1 00 _ ono ,�� �� 1 +16.61-31.89""L T PVT RD.
`'' 1 +3
+ - .- 22' L T 01/ MALL
DRAINFILED O -- --. �` cn � I SSMC► '1 -48 "/
EA SEMEN T �---
REC _ _ .� s _ �� RIM- 358.50'
-- _ 3,8 3
#9108269012
v 35 o ioX �\ I 1E =34. 63- OUT -NE
W AOHOILE CANNEC710OVS
Od
25 4 I PER DETAILS THIS SHT do 9
_.._.., cp ! 32.00 R' �, N-524,3 39
F� I
6.5 E=5016.'50
` �� \ 134.39' S88'.
93.65 ' N88 009'4 0 "W 09 4 0
= 2 +1 . ;
I �
I,
3
TOP OF BANK
EX ACCESS & UTILITIES I
EA SEMEN T REC NOS. O i
9205131423 & R. 0. S. + (Q
9108269012 , i I
Q)
O ► ` `' R=360.00
EX SS H (D O R P MH ) ' + O L=52.60
Z Ton =26.35
RIM EL = 372.06 0' 10' 100, Delta =08 *2219"
WV EL = 367.06, 8" CONC IN 0
NE 17th IN V EL = 361.66 8 CONC. OUT I
CONTRACTOR TO FIELD
t
C
E-
VERIFY EXIS T1NG AIANHOLE p0 t 3
� INVERT ELEVA TIOIVS O
o
th
W
v
2
Ep -- N EX SSMH 9 d I
'PLA T ` ----�' - - _ - -- - N0. - S- 11,3`" Lh
________ � ~- __ N 66.027
'MEAS )
- N 5075 068 _--
--- - -- - E 5053.244
N 5062.x+800 X /0`
' E 5110.5236 ��-
5.00
Tan=113.66�
DM10 =3 '55�
x
0
ROLL 2.0�
3 +00- 9'RT -NE 177H PL.
EX SSMH - 48" 18 DROP MH
STA 6 +33.20 SS LINE
RIM EL= 360.57
IE= 353 77 8 "CONC /N, NW, EX.
IE= 344.57 81CONC OUT SE, EX.
IE= 346.96 8" IN EW NW
DROP CONNEC
RE- CHANNEL H
In \
Is
7' =20'
"AS -BUILr NOTE: 1 zxnw a rl
"AS- BUILT" IS BASED ON A ACTUAL nEL0 SURVEY
BY TOUMA ENGINEERS AND /NFORMA now SUPPLIED
BY CONTRACTOR
FR 211
WAS
�947U
'(*AL
e�IFm 6 22,06
A
00neo srue a+o�
i �••• ••
METAL FLANGE BOLTED TO
ASA FLANGE ON SPOOL
OPTIONAL STRUCTURE CONNECTION,
ws
PLACE 1 C.Y. CONCRETE-
BLOCKING AT DRISCOPIPE
EXIT BETWEEN
GROUND AND CATCH BASIN
MAW. 400 f&WTW-,,,...,.,,%.,
ON ANCHOR
• M •
• a � �
MAX 180 UVEREXCAVATION
ON ANCHOR SIDE
PLAN VIEW
A
1
ff:
WHOLE BASE SECTION SHALL
PROVIDED WITH CLASS V
1NFORCEMENT AROUND KNOCKOUT.
SECTION A -A
ANCHOR CONNECTION DETAIL - SSMH__,
NTS
5.3/&3o0
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
71915SIT. DWG
S EJW EIF
4