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SVA +18.64
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_ I CONTRACTOR TO VERIFY LO TION AND
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7708207777
(LOT 71)
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IN FEET
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FINISH GRADE
LU
! :.
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:.. :: :...
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J
SSMH 110
LU
D
IE(8" IN)= 449.08 ..
183 22.74 FT (5$846.40 M)
48"& ' _ ... E- 131962 :58 -- FT- f14aI4O .20 -9)� -- - - - --- A
\ 52 Cwt -, \� i� �. S -1 — -I- _ , ,' SEE SHE�T,(33.01
SHEDZ� 6,1H
15' PUBLIC
UTILITY ESMT. , \3+00
RECREATION'v 15�� vv
l / /SANITARY SEWER MAIN �q �+ I \ \ \
I ' ALTERNATE B (SEE NOT 4) � STORM WATER T AUT I f V A \
I 1-10,0
6��
/i T s. � 1
_ I I I I
0 --------------
C/
-x s-
VP
o °0 l Y
100
) +61.48, O.C.
N 783112.55 FT (55812.82 M) ( / lw �V (� I L�1
E 1313 FT (401013.43 M) - ------------- - -- -- -- - -- - -- -- V
L'� A �t I\
NOCWIRE FENCE i ' - Imo-= -- - -�5--( �0' \
A -�-- - "—T - -
- N 2WI V€ ! 17
�CONRL TO EXIST SSMH 42 I
SVA +18.64
SHAMROCK HKEI H (S3187)- 4 TS
STA 0 +00.00 DEL{1NEY PAR
�� I w �' /� w w w w w `I' w a' w �' w �' w w w u" r V` w `� •� w `'') \\
V
I
_ I CONTRACTOR TO VERIFY LO TION AND
ELEVATIONS PRIOR TO CONSTRUCTION w l w w w w w w
j wSHAMRQ K HEIGHTS
SUBDIVISION w w w
0 20
- - - - -" _ �o w l w w w w' w
-- as l \ N ! 1 HoRlz.
- -- A -i I I i � �. w w y w w � I m �, �, .. I I i � � I 0 10
Z w w w w w w
I VERT.
I
\ w
7708207777
(LOT 71)
m
I
40
IN FEET
20
IN FEET
/ 11
0 +40
/ :1
1 +20
1 +60
2 +00
copm:ahe®2009 cPNCnuuAno,. uc. Al Righos Reoorvaa. I NO. I REVISION
Vof C L' Mv) 1988
SHANE BARNES, PAS N/A NONrwx WD 1983/1991 'A ,� CITY OF
Dcslcn[n:
JAMIE B. SCHROEDER, PE F-9 TOIU
P.N. K f v
PETER EVANS oxI I DATUM
oN9E EOER, PE E v xor ONE � weN Planning /Building /Public Works Dept.
JAMIE B. SCHRO
BY DATE APPR wPru Vro: .
APPROVFn
CONSTRUCTION NOTES
D .j' 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR
� SID. PLAN 406.1
QQ48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
nl EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
40 SAWCUT EXIST. PVMT.
5D SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY •).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352205
1
rr
DELANEY PARK SUBDI
ROADWAY GRADING, DRAINAGE AND SANITARY
SANITARY SEWER PLAN AND
ALTERNATE B
ab , s- 3 5a�-a5-
CPH
2 CONSULTANTS
Sue Plonoing - 04 Gpineennq
?"ledMaaageme l•hod@velopment(mulling
RE 7337th Avenue, Suite 100
Kirkland, WA 98033 -
Phone: (425) 2852390
i55 FAX: 1425) 2852389
www.cphconsultants.com
wic
)N 7/12/09
31MPROVEMENTS "°Da°ox'
PACE.
o.'NC No:
ILE 03.04
1►10
�
ZI
I
470
470
........
..., ..,. CONN.iTO EXIST. SSMH 42 .;...:
.. :...:. .;...: .. ........
:..:.. ... _. ,.:. :.. _.._... _..._. ...... :... :. ......
FINISH GRADE
! :.
RIM= 456.86 ... ....
!: ....
.. .... ... ... .. ..
:.. :: :...
:
IE(6 "IN) =449.06::
SSMH 110
.
IE(8" IN)= 449.08 ..
... .. ..
(8' 57.8
:
IE(8" OUT)-448.98
.15
... 460
...........
:.
.... ......
SSMH 100 -...:. - :...:.. ..:
:. ...: .:. :...: ... ..:. ..:... :...:. - ....:. :IE(8' OUT)-451 :05
460
_
REGRADE FOP:
RIM 452 33 .... ..
IE(8'. IN) 449.43
.FILL OVER PIPE TO : - - - - -
.. .. ..
- -
- _
:
IE(8', OUT) 449.33: -
: MAINTAIN 2 -FT COVER :.._- - - - "-
: :
::
S$MH 20
:..
\MANHOLE
... ..:: .:. ...
FR OM. ....
450
:: 51 1 LF 8" PVC:: - �. .._ -
- - -' - :: - - - -- - --- .._--
.- ._- _.-- .--- _"_.-. --- - 324 LF 8" PVC
64Lf g„ pVC
F
450
_.,...,
.: .. �.. :...
.,_
......
-:.... ...: .... S�0 "0050... :... ..... .....
S_�. 0948 .. ....
......4
: :...........
S= 0.0050.:
.... ... -
....... ..... .... ..... .. .. .. ...
.... .....
440
..
: : :: ...... ....
440
430
430
/ 11
0 +40
/ :1
1 +20
1 +60
2 +00
copm:ahe®2009 cPNCnuuAno,. uc. Al Righos Reoorvaa. I NO. I REVISION
Vof C L' Mv) 1988
SHANE BARNES, PAS N/A NONrwx WD 1983/1991 'A ,� CITY OF
Dcslcn[n:
JAMIE B. SCHROEDER, PE F-9 TOIU
P.N. K f v
PETER EVANS oxI I DATUM
oN9E EOER, PE E v xor ONE � weN Planning /Building /Public Works Dept.
JAMIE B. SCHRO
BY DATE APPR wPru Vro: .
APPROVFn
CONSTRUCTION NOTES
D .j' 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER COR
� SID. PLAN 406.1
QQ48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
nl EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
40 SAWCUT EXIST. PVMT.
5D SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
OTHERWISE BY •).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352205
1
rr
DELANEY PARK SUBDI
ROADWAY GRADING, DRAINAGE AND SANITARY
SANITARY SEWER PLAN AND
ALTERNATE B
ab , s- 3 5a�-a5-
CPH
2 CONSULTANTS
Sue Plonoing - 04 Gpineennq
?"ledMaaageme l•hod@velopment(mulling
RE 7337th Avenue, Suite 100
Kirkland, WA 98033 -
Phone: (425) 2852390
i55 FAX: 1425) 2852389
www.cphconsultants.com
wic
)N 7/12/09
31MPROVEMENTS "°Da°ox'
PACE.
o.'NC No:
ILE 03.04
1►10