HomeMy WebLinkAboutS-316901SW 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 N, RANGE 5 :E, W.M.
6
m STA 13;+64.05(56.51' LT} -
-
CONNECT TO . WATER.
INSTALL VERTICAL CROSS , f8 FT
FOR "POLYPIGGING ". SEE
BEFORE AND AFTER _- - -
CONNECTION DETAIL, , 3 __
_ _...._._.__.. I EX. 8 WATER LINE NEW -r WAT ' .. -
_: THIS_SHEET. EX. ,$ WATER LINE . , NEW 8 WATER LINE - -
S )TES
• SEE ES E OTES
j
EE • • ' • • � NOT
A }3 +8 tY T2.;: 31' LT)
S
..::
MJ x MJ f
tusr 1�CK' I
E ( (M JxFL:) FOR POLYPIG GING
AFTER ALL TESTING, CLEANING BY
L
IG. Q
ONE FLANGE ON TOP WITH 2"T A P d 2 "PLU G Z W N ECT BLOCK � AND
BLIND BOTTOM
BLOW -OFF d CONNECT WITH SLEEVE
TEMPORARY BLOCK (MJ) d D.G'SPGOLS FINAL CONNECTION
BY CITY FORCES
TAP 2' TEMPORARY BLOW-OFF J ONE (MJ)PLUGWITH 2
W
EASEMENT
__.
TESTING DETAIL FINAL CONNECTION DETAIL ° n
< F. F`. 266.
o I. i __
Z pp
`s CONNECTION TO SHOREWOOD
- Fr =2.80,5 <,.. I ,..;'i y...:._.... �.•
W <
r.-F. 278.5 F.:F. 283.5 SUBDIVISION WATER MAIN coNNECTION NOTES:
a SSMH 9
% „: 1. GRINDER PUMPS WILL BE REQUIRED N.T.O. CONTRACTOR! SHALL :POTHOLE ',AND VERIFY THE
STA 14+77.87 24.76'' LT) =_I <. ,' I FOR 'HOMES .ON LOTS '4 -8 NOT IN
HORIZONTAL AND VERTICAL ALIGNMENT -0F ai
( `) ", ( EXISTING LINE OR :STUB AND ''SHALL START LAYING >r
CONNECT - SIDt?. EWER #T II CONTRACT).
W I THE NEW LINE AT THE SAME' HORIZONTAL AND < d
MANFIdL�' SEE PROFlLE, p. _.
1E 277.17 2_SIDE SEWERS', FOR LOTS 24 AND 27 VERTICAL ALIGNMENT OF THE EXISTING STUB.
HEET WS- j�TA'�IGAL. [
SHALL BE FlTTtD WITH' A 22.5'' CITY FORCES WILL PERFORM THE FINAL z 7 !1 9 2
274.73 ) CONNECTION "' FROM THE NEW ,LINE TO THE
IE 271;1 IE 273 5 I VERTICAL BEND IN LOCATION SHOWN
..
3 EXISTING STUB WITH D.I. ``'SLEEVE AND'O.f. -SPOOL ''
^, _ _; �•� ;- TO -AGLOW 1 ..CLEARANCE OVER -¢ ,- ,'281.0 F. F. 28
PROPOSED STORM LINE. SIDE SEWER .Q
SLOPE AS NOTED (PROVIDE MIN. 2X). 6�a
(84 T)
STA 14 +58.21 .38' L
a 3. SIDE SEWER BACKFLOW VALVES
45' BEND (MJ x MJ) ••
�+ _ MAY BE REQUIRED FOR BUILDING SSMH #5
i W/ THRUST BLOCK
CONSTRUCTION SIDE SEWERS PER. CITY STA 20-1-15.99 `(128.37' LT)
o = STANDARD DETAIL (NOT IN -
° CONTRACT). IE 273.4$
s s_
�-, ` / IE 275.00 - �_. IE 272.12 -
O E ; SS IE 270.5
3$ SO IEr272.03. `.?,.:. I 95 • ' 4. HOMES ON LOTS 1 -3, 6 -12, 18 -24 iT
H .: AND :26. SHALL BE PROVIDED WITH FIRE STA 20, +03.98 (124.19'
Z X41 0 g
SPRINKLER SYSTEMS. ;WATER METER 1 -IS" 22.5 BEND (MJ x FL) -
M
a F. F.,- 266:® _ # _..w. F.F. 28 .O SIZE SHALL -'BE U ,MIN: AS SHOWN OR L _ I
r � ... S - T -8" 45 -BEND (FL x MJ) �'• � ; _
V
SIA H 8 E AS DIRECTED -BY FlfiE :SPRINKLER STA 14 +83.45 (33.50' LT) SYSTEM DESIGNER OR C.O.R. W/ THRUST BLOCKS 14 +96.98 0
8 GATE VALVE' MJ • ( )
:
-
W - '1
w
5 CRY OF R NTON
s
W
ILI N
STA 19 +08.03 (10.00: LT)
CL W 1 -FIRE HYDRANT ASSEMBLY _ f•.. IT E 27316
U �, -.,' .. :. " r; { - _ _
to _ 1 -8 7(6 TEE MJ x FL x FL »- $
1 -8" VERTICAL CROSS -.F6R _ _� 2
15 +02,53 ,10.00 LT r : - ,! N 5 lE 273.04
( )
W
1 -8 4 NO MJ' x> MJ POLYPIGGING • , .. _ ::r .�.._ SD IE 216.06 Q
yjzk r
( ) __
+ (�
H _ :_
W 'THRUST' BLOCK _ . 1-8 X4 REDUCER MJ x .FL a . a O
L_. LINE 8 ALIGNMENT STA T +4�.a2. ( ) _ _ d
_. 8
r m 1 4 GATE VALSfE FL x "•J "< ..
� ( ►� ��_- `�� �'' F F ,,282.0 ,
V-7 n :.• _ STA 17 +49.52 5.00 fI`T .. .. ., 1 �: ' 270. I ^� STA 15 +97.74:6:76.: L NR , ACUUM
t- 1 -8 45 BEND M0 :>t MJ /V 094 .r
,. ,, 6.0 : SS IE 270.07. �,
�, : C
( : -). RELFA§E`VALVE s-_ _ ...
SD IE 271.57
w THRUST BLOCK:, , : _ - ;_ Fes: -5.5 24
/ ASSEMBLY _ _
- - A 19 +50.34 1 tom. t � •
r - ( '= s
7 D (PlJ 1^Ei
- r f 1 8' 45 BEN x
22.5' BEN
to ✓ f _./ N
o I 3 �' A
;Z Q RUST BLOCKS
N ! SS IE 269.60 I - f r
;1 # t
F.F. 281 .5
d SO .IE 271.10
1.. 'F. F. 284.5 A.
T8+1 U _ F,PIDRANT f c z �:.
. F. p F F. 0 ► Q
t STA 16 +31.61 tb.31 LT 282;.,5 STA 9.98 f. {t 28:( - °
s,. ( ) w -
IE 27 23.00' RT: T ' _` SS IE 272.67
i 1 -8 TEE (MJ x PL) . ( • g w Oi
0•, I AIR ACUt I - ME/ SO IE 274.97 '
.> � W THRUST BLOCKt, ":' `_ .. -__ _ , ,:... _ STA 1J +59.80. (10.00 RT) /V : " ,:': � . ; - . � .:�
i
t .. -.. , 1 8' GATE. VALVE x -_ . 1 -8" TEE ?`.,� < w Is
(iYF!) (, ) x .W -x -fL ` H
' RELEAS V
STA 16 +44.78 6.79- LT ( ,. ) -
e: ( ) E 274.23 i
.., ,_„ W THRUST BLOCK a y ?>� J_ ti
f._ - ; . c m
Y 26 1 8- #9`::ISEi�D MI) x MJ ::- _ -- - - - o
.�, r _( ) - VALVES `" 3 p e ff t
IE.:,27B.50 3 6 GATE- _ EN s n c
- w THftt! BLOCK , , : , M. - r
SSMH. 7 . .... ,;.. / $T. , .. r, S IE 28� 1:,: 14 0
io 4 . • , I 79.70 - e ! Ual fnY�U
-� STA 15 +9::4.95
(.
Ss I� 269.28 IE :za8.10 �-
IE Z/OJ2 ' E 2
y: IE 269.4 s ;fFi
STA 9 +55.17 0.01 Z
LF - "
F r
W W . w.:.
Go
( )
1
+ J
18 +60' t�
�u STA = 24 +77. (13.32 - LT) SS I - -� IE 278.50
it
? f c..r r ..' 2 pp., 11H ° n,; ,,. r<r W SS 22.5' VERTICAL IE 274.24 F. F. 2 85- :':J
.. : F. F. 265.0 + Z NE 218T STRE Pvc + 1 �, W
SS D
_ -
0
BEND IE 274,A
(0.37' LIT'
- O
f 1RE' HYDRANT ASSEMBLY 'Y�•/ = , o K 22.5 ,
f
1 -8 "x6" TEE (f31J x FL x FL) . R # of
vt
:
W THRUST B ; ,.. ,,,- .- ,,,_- •�.- ..,•W-- __,__. -
LOCK. 273.00 Y.. ..
BEND._
/ 10 -IE . 3 _. r iE 275.9 n%
T.:B "x4', REDUCER (FL) _ s:_ ' 1t 2Y8.00 ':t:�
SS IE 274 93:
1 -4" GV FL x MJ SSMH #6. :. SO IE 272.93. __ - .- -
r , (. ) ( CITY _OF....RENTON _. 275.55 -
(TYP) STA 16+447.47 (4.09":>Rfi / 1 MEN
S.A 2445 .�
i,,(4.621 LT) ' ! L I �-
1 _ LOT 251SIDE SEWER
)
�n k NNECTI
CO - ON IN NE 20TH
6 r / ST SHALL BE REQUIRED
- _` 0 . ° r .. ../ _ __ ..."`� + AS A Pp.RT OF THIS PUTT. cc
`4 F: F: 2 J1.9.0 Iti ,
F F 28 �
_.
v Z .. -- . _. _ I t - f � _ � SS. -IE *276 10 I W
I_. 0' E n SD IE 273.79 i :.:.
o in -_ iE 262.79 I , _� F.F. 286.5
ss 27
e o W _....... _ :: F. F. 2 64.0 I r I � ao F. F. 2 i . 0 IE 2813.33 SD E 275.66
T
i
RECOMMENDED FOR A "ROM FOR CI NTINUATIONg M 8HWT W9-2
By n(J./ Date: ®ENCHMARKB: 6AYUM
3 O ORIGINAL BM: 1 8" COPPER PIN ON CONCRETE POST MON. IN CASE AT THE INTERSECTION OF CITY OF RENTON NAVD 88
AA 6% y 20TH ST a JONES AVENUE N ( )
W. f1��iviW✓ l' Date. S� 1A04•
By Date.
T__ i By Date:
• w Ift I Am"111111111
Lost Soved on Wed ✓un 02 2004 of 4: 11pm by 871 Helsley File Nome: R: Projects\ t08 (Ccmwe,,)�001- 03�dwglSheets -FG
A L
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E. CITY OF RENTON IF 1839, ELEV. - 279.17
TBM -A: SET "X" IN CENTER CAP D BOLT OFppFpIIRE HYDRANT IN THE SOUTHWEST p JADRANT
OF PROJ$FT ONE E51FE pOF NE J %TH ST. R APPROX. p ±�5E40 FEET EAST OF
TBM -B: SIDOFA N20iIN THA LATHE NORTHER OTPCORNER OF HOUSE E�t190 TM
ELEV. - 2 3.03
IHC 001.dwg Scole: 20
°•� - Jr .
VV I
20 0 20 40 SHEET
1 " =20'
scale feet
KEY FLAN OF 27
SCANNEC OCT 0 8 Ca,
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