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00172
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R"' 146
' 12
A Portion Of The N.E. 1/4 Of The S.W. V4 Of Sec. 3, Twp. 23 N., Rge. 5 E., W.M.
sCA� , - =20' HORI2. n
1' =5' VERT.
10 -
CONTOUR INTERVAL - 7
MIN. F.F. =420.5 I
(HOUSE TO REMAIN)
S.S.M.H. #1 -A, 48"0
S.S.M.H. #2, 48"0
DATLAk CITY OF F ENTON
W
S.S.M.H. #1, 48'0
w /WATERTIGHT LID
o w /WATERTIGHT LID
/
Z
I 10604
SEE SHEET 10 ` DUVALL AVE.
STA. 101+75, 5' RT. I STA. 104 +30 5' RT.
I 5
SUNSET
BLVD.
w/WATERTIGHT LID
STA 192 +47.41 19' RT.
S-1ED
LE.= 414.13
W
z
MIN. F.F. =420.7
3
6
Q
�- w
-420.0
l 4
M IN. F.F. -418.9
MIN. F.F. =421.0
-
MI F,F. -
E:X N��S
MIN. F.F.'L -- -418.8
- I MIN. F.F. =420.4
i
i
: �
- I.E.= 406.49/ I.E.= 408.03 \ .'
l:E.= 409.43
1
I.E. =41 .66 \ LE•= 412.26
I
Ln
N
ALL SANITARY SIDE SEWERS SHALL BE
- - MAILBOX
GRAVEL DWY
THIS /S W CERTIFY rNAT THESE
�a�Q4
..
- -
PROPOSED 3'0 WATER MAIN -
+ ®
°o' o
�.
W
I
o
- 87 4$48 F 42n•OQ
1 2 `�
+ PROPOSED 8"0 WATER MAIN M
MIN. =421.3
:n
w for
C I
xLF, 8 0 S.S. (PVC)
- ^M
1 3 1 4
_
W
PROPOSED 12 °0 S.D.
0 PROPOSED
5' _
P. M
254 LF, 8"0 S.S. (PVC)
51 F LE.= 414.02
- w
ARE6RSE0 Lw.9N ACTUAL FIELD
SLteVey 0WRf•Z71RAf &0 OtWeR
a PROPOSED 12 "0 S.D.
NQ
+
l}
PROPOSED BIO -SWALE
I
LE.= 410.0
L
®
O
MIN. F.F. =421.0
d
-- - -- - - - - -
EE S I® _
ET 10 ------- - - - - -- --------------------------------------- - -------
- - - I-5 Bs.B.L.
�
ocL----
E. 42
I°n LE.= 406.91
+ cn
425
INT'X. STA. 100 +00, N.E. 17th PL. 7 -5' B.S.B.L
22.5' S.D. ESM'T.
,
LE. 1 .10
- '4
__. _-
_
- STA- 192 +41.50 138th AVENUE S.E.
___
MIN. F.�= 420.2 •, - --'
_._. ._
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19 18 117 18 115 14 13 12 11 10 9 8 7 6 MICROBOX
00172
6 7 8 .9 i0 11 12 13 14 15 16 17 18 19
R"' 146
' 12
10 -
MIN. F.F. =420.5 I
9
STA.
200 +00
S.S.M.H. #1, 48'0
/
MIN. F.F. =420.9
SUNSET
BLVD.
w/WATERTIGHT LID
STA 192 +47.41 19' RT.
N.E. 18th PLACE
J
n
COiYST.4uGTON RECORD
i
-
NOTE:
j
CERT/F/CATIOW
1
��'p�
I
ALL SANITARY SIDE SEWERS SHALL BE
430
THIS /S W CERTIFY rNAT THESE
�a�Q4
(
%
C PIPE, UNLESS OTHERWISE SPECIFIED.
PV .__._
430,,
._-
tI,i
_..._ �Z_...
I _ z
cowsT.eucr�swRECaeo vRAwsr�s
0
xy
- w
ARE6RSE0 Lw.9N ACTUAL FIELD
SLteVey 0WRf•Z71RAf &0 OtWeR
J
NQ
°o
a
My DIRECTION
X5661
(
+ cn
425
O
_...__._._Q
J
_.
__. _-
_
_.. _.._...
____...._.
I ...._ -_
_._. ._
o
- -gyp
� -_ -
425
Q
R, $Corr Amclmro&Y VArE
E1�iES Z/i3NIQ
I
¢�
v
L S NQ I56G0 s%t/P�
I
__
F 0
420
____.... i-_ ¢__ ____
.._.._ _1 -
Z
_rn ----------- - -__
{
i
! j +
1 .60%
_ _ __..
I
420
�- --
2.009 % 1 0'
- -09'
-
- - -
o- 12 "0 S.D. X'ING
175XING
9. WATER
_.418
_
- - -- '. _._
fI
12` 0
4114.65
IS p.X'ING
1I 6 WATER X'ING.
-413.8
�•E.= 416.25
415
CONNECT TO EXISTING 8"0 S -S.
� "0
I.E. =
WATER
I.E. -
KING.
0.0193 ft /ft
EXIST 18 0 CONC. S.D. 12 S.D. X'ING
0.E=410.17 I.E.= 413.40
11
E.=413.2
254 LF, 8'0
S.S- (PVC) ®S -
410
410
_..
0� 12 "0 WATER X'ING.
LE. =408.0
LF 8 0 S.S. ,PVC @ S= 0.0197 ft ft
405 -,_
193
I
I_
RS ^,O _v „D
FG
RECOMMENDED
FORApPP�RrOV�AL
405
"6
I
B
�
48 "0
400.___
P. 4 0 _ _ __
t
- I
_
!
S.S.M.H.
RE.
1 -A 48
t
_.
!y<%STEliIi�IT�R
PL�%N .2EV /W
S.S:U.H. 2 -
RIM _ 421.03
400
3.86 IN)
I.E. I = 403.86,
;I.E.
40?
76 8"
%.66,
IN)
I.E. - 413.0, 6" (IN)
I.E. 412.66, 8' OUT j
- 4
- 03.76, 8 ! OUT)
T
= 407.11
8"
OUT)
(
395
395
100 +00 101 +00
102 +00
103 +00
104 +00
CITY OF RENTON
LEGEND:
��++
ESM inc.
�c A
DEPARTMENT OF PUBLIC WORKS
(?EOrRGE BALES
t
EXIST. C.B. TYPE 1 - -' <- - EXIST. FENCE
A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM
4i
I-BOOK -BOOK ADDITION
$/�(jARY SEWER PLAN
EXIST. WATER METER EXIST. POWER POLE
•'.
EXIST. S.D.M.H. _ EXIST. FIRE HYDRANT
34004 9th AVENUE SO., BLDG. A
,y 2e052
DESIGNED: F.B.
DRAWN:
DATE; 8 -16 -93
=SO'vEROT IZ.
FILE NAME: 241 -02 -920
PAGE
EXIST. TEL. BOX EXIST. DITCH
FEDERAL WAY, WASHINGTON 98003
^il�
(JI
CHECKED: LT .P.
Rlon BOOK.
PHONE: [206] 838-6113
D�RR 9/10/94
NO.
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: 9 OF:
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x �1
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20 w 1
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ab N
I d 1
N
,i
J
19 18 117 18 115 14 13 12 11 10 9 8 7 6 MICROBOX
00172
6 7 8 .9 i0 11 12 13 14 15 16 17 18 19
R"' 146