HomeMy WebLinkAboutWTR2700020.9ln_r>lo // Z5' ' 6" C 1. i, I v P T %
" I Place new 16" line over exist 18" sewer Q 5N COT 5T, CR155/ G \ �oP of sio
i ,
Connect to Ex. 6 G. I To of Sewer- 5.2'� below Street p L '(-Curb ends
GOnc. Sidewalk
�- - - Face of curb � - - - °wM �' 4'' I }. /7� .#.
Exist. 6"A.G• Water Line— - Ed e of Pv}. - a� -_ _ - °wM - - - - - - - - - - - - o= _ %Pees
t2 From sort
M.N Ex. /2" Starm Se �r �' Cross under Wfer (in e!- M µ' Exist. c " Storm Sewer --- -�-� M. H. t� of e- San S.
5, 2' from Surf to ton of 2 4" .San. Sewer - - - - -
�' Ea e of Pavement �a
I
Surf -/o
� u Il fop of R" 'orre Moi,7
r l ro GI F / 7 W. o f P11 /2 5forrn �ecver /�i�e i
z /nstall l6 X 16 x 6 /e'e l''l.J. )e NJ. x F9d w , r
exist Hydrant I I ('¢2 CoVE'r�
xist. 2" G.V 1 611
F9d. G.V. 41 sfa 60 23.f1 u ! s S'fcr- 68t/8. 8
10
6.5 4 a i v By doss oa E• �ic/G { �✓/.
I W
°� \ Exist. 6x • 6" Tee
pe a ` 29.5' Existing
\ \ • ,,4"Tee
Nc- io be relcxra�ed }� L
C.A. Waier PP � '
- - — - = "'aM p i- ace cif Curb-.- - �13
20
�,
s _ SEE. DETAIL " K Exist. B" 5an"if6t Force I\/lain —
- _ -- Exist. 12" Storm Lint—
P/L QSf
�� \to exist 6" pi e
Max. Clear-ance
through underpass
isf �" IN.L. >b be abam
I i sfa 68 �/5. 5 ! v 5�E ��Z T � �% 6
l - /6'X/6 "xg"Fee M7 `y
jR 8'%B'X6"Tee M�f 4 !'
y I I 8" Gar/e Valve MI7 , n 5 ` /
O i __ Q. V 6"GQfe Yn/ve F �o t P �' V .�? S� N ��7 %y�.
1
+
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oI
Exist. 6Pp- t%b/ itSe
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sv `.`
8 " f'/u IV-7 ~ %nstall 6" FX PE 5poo/ 1
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o\ ) 1 I W i1 T N/nstall 5-6" Med.`FXF 3
"� —Insfa H 8" F1 cl, V
3
4175ta/l 16X16x8"Tee-M.. X/1�1 ° F N
. I JH05F1 New l6" C.LP.
I DETAIL►I � II „
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►V .J I , Nor To SGAIE 1
Lij
I 4-
Wl 16 ,,16, 6" Tee
.2 !�,11 . .Vt �rx69DETAIL .J ' �
N coT o ScaL�. i Q
11! v', < o I
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Concrete Walk U
U D t
, e': ° a
W e � ° ° , W 41 NOTE- f 0 - Sewer /3.9'Cover,
I -
I 16,1 C. 1. P. 2 Exist F. H. C.B.
a l 1 rd Exist. G. I/ --► Al sea G3t35.6 - /6 °< 22%2 °Bend
of P/L an �— Pl. (42„ Coven �5.3'Cover)
Ex/st, 6" G.1/.
I At sfa 63 f9/.0 - �' 9fh AYe, l6" fl/ °
I 1 � � 6 6'' Tee Jam' Cover)
I. ' �' ` fro fgte exi 3sting ox X
Sta 55450,8 S-ewer - %5. 5, Core,-)
Bend MJ \\ \ Conr�ec f fo ply //75tG1 � 8` t 6" C. / P
sfa
New
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E 6 e�
-Nvf �Q5 �, a pal°
2n�qt�-..-
A
�g.7 V "�' �16
� s
52 -
VillS 1611><� Va��e p v
2
/ V114
� ���
4,oft 3
c
nAfZY , prr2ir2irrmurr? cover ore /6"xvieoe./ir>es.
`-
/s 20' w/f-h as�ha/tic
Cor�Cre'fe J Sur��rcir�,
Where %I7�"�r�erG>r7Ce with d1C?1'ns COGGLIi-Sj remove
4r7c� recor�s�rucf cT{fer com�fior� c7YC IviIA�!,e lime,
f 9-25-59 Place Pipe line inside 15' Easemnt.
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CITY OF RENTON
UTILITIES DEPARTMENT
("5
DOWNTOWN GRID
FEEDER LINES JOB W-
CONSULTING ENGINEER - - _
C DATE: ,!%u� zs �9sy SCALE = I" = 50'___ u
RI C H �R� ®�•f APPROVED* APPROVED: APPROVED!
150+6 SMI T H TOYER SEATTLE 4,
MAIN ? - �0 �4%�-
SUP! OI'' UTILITIES ITY ENG1 E A OR C3 RENTOiJ
DWCy. 5 31:Q >�'� T 3
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