HomeMy WebLinkAboutS-352211806 NE 3/4 1�' v SE 414 SEC. w 40 dy. i R23 N R5E W M
B06 �.
606 LLI v v 24'C��
306
;OR
806 -20 V � NSITIVE �j
LU
� w
GW 38'CW l
( AR ATTRACT w' I '5 s v E o
LL
„Cw �„ w 1 ���ssMH o 3 +5�(o�p o 12t71�1 V. 5L M
2 �CW \ -- - - --r -- ? -E-13t 962-58 FT- -(/t07- 10Cr.24 -M)j 4 _ \ \\ P \ Lw
__ _ STA 6 9� IN ry W
bl/r`Kt FENCE _ N 183 22.74 FT (5 §846.40 M)
\ --
v8'& _
�r i / —' / / I SSMH2O0 i
52 E'�V�,„�, i Sp—ii SEE SHEEP C3.01
Z - - ShFD
&16 °H V i ill 6 v
Q w m Y Q
\
�SP.f UTLTY
\ _ � i T� I Ss 00 -55
_ j \
?
30I
R ECREATION'A \I
ND
- SANITARY SEWER MAIN STORMgA TER
Av� C C/) ALTERNATE 8 (SEE NOT 4) O
Z 7 --V ----- - - - - -- /
Ui Al
j\
A
Z
i sirs
L1J k
-r66MH0 0 +61•?? 1•I57 r -t 1+00
3 •STA - 6+61- ^4b-4E f / a/5s
N 18311 FT (55812.82 M) / /•/ , - ✓ I / L✓ A A
E 13156,E .23 FT (401013.43 M)
- - - - -- --------------------- L- y - -- D
y 1
- - ' �_ _ 1= ��
HoGNnRE FENCE Oi ,�- — — —� --� — ��-� - --
L yv
rtlOG'Nr'I,4F FEMEE N 820,��„ W W W - - - - - - -4 T _ _ _._L' -� _ _ �__ _ __
Z -CONN: TO EXIST. SSMH 42
STA 1q +18.64 SHAMROCK HEIGHTS (531 5j j 7)
STA 0f00.00 DELANEY PARK
VCONARCTOR TO �RIFY LOC710N AND
/ ( Ij �4 j w✓
T_
I w HAMR0,i17 ff)E1GhfTS
SION
SUBDIVI
i
- - - - -- _ I I ( ( I I w w ✓ w ✓ .� w .v .. �, I.v .� .v j 0 20 40
J
HORIZ. IN FEET
io 20
�. w �- . ✓ w w .v . v.
I VERT: IN FEET
7708207777
/
•� •, W .l. •�
I
(LOT 71)
I
li
m
v v
470
470
..........
CONN. TO EXIST SSMH 42
FINISH
GRADE
RIM - 456.86
IE(6 IN) =44906
- - -
-
SSMH110
.
�/�e
1£(8 IN) =44"&.q'i "!•D%
RIM= 459:8�{S'!.'/
.
f£ {8 OUT)- "
- -
ft(8" IN)= 45fii5-
ySf.M
.. 460...
...... :...:.
SSMH 100 - _: -..
:.. :. :.. :. :...
:. oe. OUT)-4591 -&5i
�/
.
...460
-
-
_ REGRADE FOR :
.....:
RIM- d5P.33 �j�Z.2f.
IE(8 IN) =449-43 44q •�% - -
..:...
FILL OVER :PIPE TO -
- _ - -
-.
4
- -
-
MANHOLE
IE(8" OUT) x48:3-3 -: L f" (pl' :
MAINTAIN 2 -FT COVER
:: .. - - - - - - --
323
_ -'-
- - - 2 00
SSMH
4
ry..
- -. _ -- -- -_ -__ ..
"PVC
__�
FROM
450
3i'LF 8 "PVC -- ..
,.. -.-
.. _._ __.--- :---------
- --- - : - -FB„
.---- r_.�_.- -- - - -- .. 62 LF8
PVC
::
450
.........
440:
440
CONSTRUCTION NOTES
n 6" SIDE SEWER CONNECTION, 27 MIN. SLOPE PER CDR
DG STD. PLAN 406.1
48° SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
Q` SAWCUT EXIST. PVML
QSANITARY SEWER CLEANOUT PER CDR 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 *).
J. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUC77ON
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 -35221 I
i= 3�33B�
CP
430 •
.: .. ... 430 °SIONAt'.
�2 CONSULTANTS
- - - �� SBePluoniag•firilEogine¢rNg
o- h v Iy -- Pmj¢A Monog¢m¢nP tnodO¢r¢bpm¢nt(ansaltmg
V V ' CALL BEFOR E
738 71h Avenue, 1
00
tn! n Kirkland, WA 98033 YOU DIG
Phone: 1425)285.230 to co AS 60
1.800 -4245555 FAR: (425) 2852389
0 +00 0 +40 0 +80 1 +20
Copyoght ®2009 CPH Coneultanto LLQ All Ripfte Re¢erved. I NO'
REVISION I BY I DATE I APPR
SHANE BARNES, PLS 1 N/A
PETER EVANS ore Incx
ar
Nor , o seal':
8. SCHRDEDER, f'E Ip oNe wcN
scaF AccoamNGLv
3 +60 4 +00 www.cphconsuttanis.com
OA,E
NM 1985/1991
p CITY OF DELANEY PARK SUBDIVISION 9/12/09
::
NGftIZOMIL
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FlE080G "'
ba RENTON PAGE:
OM NG NG:
DATUM Planning /Building /Public ftrks Dept. SANITARY SEWER PLAN AND PROFILE 03.04
ALTERNATE B ftNeer: , GF:
d
d
N
°z UPI!
N