HomeMy WebLinkAboutzS-3169SetSW 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 . .... ,;.. / $T. , .. r, S IE 28� 1:,: 14 0
io 4 . • , I 79.70 - e ! Ual fnY�U
-� STA 15 +9::4.95
(.
Ss I� 269.28 IE :za8.10 �-
IE Z/OJ2 ' E 2
y: IE 269.4 s ;fFi
STA 9 +55.17 0.01 Z
LF - "
F r
W W . w.:.
Go
( )
1
+ J
18 +60' t�
�u STA = 24 +77. (13.32 - LT) SS I - -� IE 278.50
it
? f c..r r ..' 2 pp., 11H ° n,; ,,. r<r W SS 22.5' VERTICAL IE 274.24 F. F. 2 85- :':J
.. : F. F. 265.0 + Z NE 218T STRE Pvc + 1 �, W
SS D
_ -
0
BEND IE 274,A
(0.37' LIT'
- O
f 1RE' HYDRANT ASSEMBLY 'Y�•/ = , o K 22.5 ,
f
1 -8 "x6" TEE (f31J x FL x FL) . R # of
vt
:
W THRUST B ; ,.. ,,,- .- ,,,_- •�.- ..,•W-- __,__. -
LOCK. 273.00 Y.. ..
BEND._
/ 10 -IE . 3 _. r iE 275.9 n%
T.:B "x4', REDUCER (FL) _ s:_ ' 1t 2Y8.00 ':t:�
SS IE 274 93:
1 -4" GV FL x MJ SSMH #6. :. SO IE 272.93. __ - .- -
r , (. ) ( CITY _OF....RENTON _. 275.55 -
(TYP) STA 16+447.47 (4.09":>Rfi / 1 MEN
S.A 2445 .�
i,,(4.621 LT) ' ! L I �-
1 _ LOT 251SIDE SEWER
)
�n k NNECTI
CO - ON IN NE 20TH
6 r / ST SHALL BE REQUIRED
- _` 0 . ° r .. ../ _ __ ..."`� + AS A Pp.RT OF THIS PUTT. cc
`4 F: F: 2 J1.9.0 Iti ,
F F 28 �
_.
v Z .. -- . _. _ I t - f � _ � SS. -IE *276 10 I W
I_. 0' E n SD IE 273.79 i :.:.
o in -_ iE 262.79 I , _� F.F. 286.5
ss 27
e o W _....... _ :: F. F. 2 64.0 I r I � ao F. F. 2 i . 0 IE 2813.33 SD E 275.66
T
i
RECOMMENDED FOR A "ROM FOR CI NTINUATIONg M 8HWT W9-2
By n(J./ Date: ®ENCHMARKB: 6AYUM
3 O ORIGINAL BM: 1 8" COPPER PIN ON CONCRETE POST MON. IN CASE AT THE INTERSECTION OF CITY OF RENTON NAVD 88
AA 6% y 20TH ST a JONES AVENUE N ( )
W. f1��iviW✓ l' Date. S� 1A04•
By Date.
T__ i By Date:
• w Ift I Am"111111111
Lost Soved on Wed ✓un 02 2004 of 4: 11pm by 871 Helsley File Nome: R: Projects\ t08 (Ccmwe,,)�001- 03�dwglSheets -FG
A L
w -
E. CITY OF RENTON IF 1839, ELEV. - 279.17
TBM -A: SET "X" IN CENTER CAP D BOLT OFppFpIIRE HYDRANT IN THE SOUTHWEST p JADRANT
OF PROJ$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 .
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20 0 20 40 SHEET
1 " =20'
scale feet
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1�s.e 31M 1/4, NE iO4., SECTION g, OWN3HIF� 23 N, ; z N N
iT �
pPR ��
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C) D
9 290.s
1290.s
` O TE ALLCL EX. CONNECTIONS
i
M �.\ I. rm VALVES I FND. 2" BRASS DISC WITH
I �., H_
o APPURTNANCt3
I "X" IN CASE OF N.E. 20TH
\ I � � AND � � ST. &ABERDEEN AVE, N.E.
ABANDON ) VISITED 12 03
I I IS11FR WA I K_ �y Glf'T Feacif i
11 1.l fi 289.9 29
CYCLONE FENCE: _� L— \ -- -•-—+- —* " ��
64.3 2 / ' \ \\ I W. � � J
r, \ \ \ \ Q L=
287.8 261.8\ WV \ \' \ ` R`Z,G . 1 ea.4 \ Io 289.5 n
+4 - -.— w W W si
— 69.7 .70.7 272:6 EDG 01= ASPHA 78.7 b?�AJr B DI. 284.6 ^ �
42406 ' 43+00 19704 -
__ -i - �. J_. :_ l_ ._ 289.8 290.4
._. -.,-s- �._.�. � ; . v.., 27Ei.8 � 295 g 288.2
266.5 Z 6g - >� - -- SS _ SS _ -� _ A� y . , -$S -- --- - -`S5— SS _SS SS SS SS
�ss-- s� �}� - - -_ _._ N! ROTH STREET
iE WS— �
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-- 265 \ SSMH -204 ABERDEEN AM
C 266.7 70.8 272.0 tiSMH- 203' RIM= 289.03' TO FIELD e
--oHP _:- _.-r4� kv {;R f IPJi-2f72. 3 8 'PVC E & W)IE= 282.41' VERIFY LOCATION OF t
CR
6a.2 269.E
„ L VC, E & W)IE- 264.33' 6 "PVC�N)IE= 282.93' Ir �. m
DETAIL -
2ss.a FNn. 4 a r" CONC. MON
, I 2 BRASS DISC Ac PUNCH
I� @ INI'E''5 ; '_C:T1ONt OF N.E.
20TH Si A,, 1,4(jN fE_RE;Y
AVE Nd i
266.7 26s s VIS1 TE r , .
NOS SHALL POTHOLE AND VERIFY THE HORIZONTAL AND EXISTING 16' WATER LINE EXISTING 16- WATER LINE .S'� 1aAa
VERTICAL ALIANMENT OF EXISTING LINE OR 'STUB AND 54ML START
LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL
ALIGNMENT OF THE EXISTING STUB.
CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW
LINE TO THE EXISTING STUB WITH 0.1. SLEEVE AND D.I. SPOOL
EX. B' W.M. Ad L III
TO BE AumDomEo
NEW B" ±8 FT
WATERLINE
z
<
EX. so W.M.
10 NE ABANDDNffl_
NEW B-
WATERLINE
jig �gll��
;
SEE NOTES
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CONTRACTOR TO FIELD
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VERIFY LOCATION OF EX.
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B- WATER STUB AND
CONNECT R ALIGN WATER
LINE ACCORDINGLY
AFTER ALL TESTING, CLEANING BY POLYPIG,
TEMP.
W
cc
lu
VERTICAL CROSS (MJItFL) FOR POLYPIGGING
AND DISINFECTION, REMOVE BLOCK
AND BLOW -OFF & CONNECT WITH SLEEVE
fn
W
I-
ONE ONE BLIND FLANGE ON TOP WITH 2"TAP & 2-PLUG
f D.I. SPOOLS FINAL CONNECTION
ONE BLIND FLANGE ON BOTTOM
SY CnY FORCES
ONE (MJ) PLUG WITH 2- TAP f 2" TEMPORARY BLOW -OFF
TEMPORARY BLOCK
ui
EXISTING 16" WATER LINE
I
LIJ
LL
u.
CONNECTION AT ABERDEEN
AVE NE
=
0
N.T.Q.
AL
ft 4O/ 6 Deb: ` 31 ORIGINAL�r t pp� a ppgT �N T �E
CITY (NAND BB)
;ill ZOTH ST. Bt JON %NNE qT REN 1&%
p+� T � � �L�gT p�2A7p8�17
By Date (�%7 I TOM-A- T NE, �° T 20 ST. IAAPPROX %M1FFEET EAST OFANT
By: Date: � TAE t��t BBB FEE �F pp� p� t�WE
!+ Dom: Tw_w. SST. AT TM�THEAST LOT COMiNER OF HH1WN 11�
cost Sawd an IN Apr 29 2004 of a0cp, by AN tt.h,try M % s:dw a
F"R'
WS -5
SHEET 2
27 i
SCANNED OCT 0 8
` W
Lot Sovd c" % W OF M of 1&Vm by Off MV*y Fft ftm M. kok I
T
SCANNED OCT 08
01
SW 1/4v NE 1/4v SECTION 6, TOWNSHIP 23 N, RANGE 5 Et W.M.
PLAN FOR LOCATION OF ACCESS MANHOLE MANHOLE RING AND COVER TO K 2W j1R
MffM TYPE)
A A SEE COVER CLEAN OPENING EQUAL 70 INLAND FOLA LOS 4)
X .2 VAIN SOUID LID EXCEPT FOR ONE 71117 CIA. LIFT "U"
PLAN PLASTER SMOOTH 14M AND OUTSIDE FACING m
lK -14:zj�jf. OF ADJUSTMENT RINGS 'MIN 1/2- THICKNESS Ir FROM CENTER. COVER SMALL HAVE 010111
OF GROUT. 3NK - IrWAX CONCRETE LEVELM WALK
SAFETY STEP OR PRECAST 111ING
VALVE ON LID VNIM CARS T r AND LADDER
CAP 4Ir It 2r
JW - IN DIRECTION OF f r SQUARE 38- MIN.
.—w- _ATER
-3 22-1/2' MAIN AND WORD 'WATER" WIDTH
.7 FOR VALVE A EQUAL INC.
" OPERATING NUT CITY OF SEATTLE
I CAST INTO IT
I • to WHITE POST 4Ir LD BASE. WITIR CUTOUTS 10 MATCH
SEE DETAIL I:r WATER MAPS EQUAL TO
- J-P
.j
Z IRAN
FIRM
UA
Lu
3
S. PIPE 11
4 -114.. DNA..
z .A211L. 1/11 NN. THICKNESS
24 TE
2 PIECE CAST INOW VALVE SUPPORT PAD +
N BOX, RICH-SEATTLE TYPE 1. STEEL
WBEND N OR OLYMPIC FOUNDARY LENGTH AS REQUIRED
TEE INSTALL EPDXY NON-SMRWIK AND
TIGHT GMT
Vils VALVE KAMM POST CONCRETE SUPPORT PAD
1111' MIN. THICKNESS
I.". 1 2-1/4- INSIDE MEASUREMENT
tu.Tw 2-1/4- DEPTH
ELEVATION VALVE 9MMIM NUT DRILL AMD TAP "m
Ile! SECTION A-A EXTENSION PIPE AND INS I"I(F
0100*uflo STOP FI ELL 44-
VALVE Wmnm NUT ExTEm" NOTE,
L EXTENSM VALVE MARKERS SHALL K EQUAL TO VAULT
ARE REQUIRED WHEN VALVE. NUT
L IMRB& Is MORE THAN THREE 1:3) FEET 9ELDW,MNISH1ED CARSONITE UTILITY MARKER
GRADE. EX749M ARE TO BE A WQNMUM OF
FOOT LOW. ONLY ONE EXTENSION TO VALVE MARKER POST TO BE USED FOR ALL 1� EM�
SrEU6 MAIN LINE VALVES OUTSIDE PAYED AREAS
wmwo PER VALVE. =1 "a Iff
AfflrbL CCU NOTE.- ALL EXTENSIONS ARE TO BE MADE OF
STEEL. SIZED AS NOTED, AND PAINTED WITH WIVIIIIIIIIIIIIII.
ere ,
r. TWO COATS OF METAL PAINT. a! to
M
EM
N" V PAO" I an mom ow 111,11=tMI OR wm am pop lllrasm.
AQh 12"
CONCRETE BLOCKING SIZING PROCEDURE wo: , OPE - RA TING NUT EXTENSION GATE VALVE INSTALLATION
Aab, VA
m' im
'ef AND VALVE MARKER POST (WITH BY PASS ASSEMBLY 11
U-�
Z
00 oE
E.4
EMMI la
•
2" BEEHIVE STRAINER 2" OPEN PATTERN, RETURN BEND
2" GALVANIZED [RON PIPE FIELD LOCATE
CUT OPENING AS REQUIRED. CLOSE NIPPLE lr,xn- CONCRETE METER BOX 31W STEEL DIAMOND
I" .QNTA rr
AFTER INSTALLATION, GROUT ,-'PLATE COVER EQUAL TO FOG-TITE METER SEAL CO. NO.2
_7 ou
AROUND PIPE.. I. NIPPLE METER BOX. FIELD LOCATE.
UNKIN-, 7
INSIDE H BE OUTSIDE FOUNDATION -ADJACENT TO WATER ME IER
PREFERRED CONFIGURATION PROPERTY
gT u"E.5 %
/-_!AW FILL
2. �. 7
WATER
Reis
R
3W METER I
@& 8 4 2 3 a 4
FLOW FLOWL 2
FIRE
OR I MCK =612W0.11-4"A
wimm am If To sr r I No w CURB
a[MIUM11111 m aim r MECHAPOCAL ANT an Ir NO IMOK OF 9091AUt
Mmmuml!" INAT N ADAM"T 70 (RON
MAIN MA
MUM - MOM
ArrZLA*A0*"5=TW4SffiE "CA111ro amw WWI
%AT T� BE A wFOL
PAM M
PUMPER "R n go
PAW A 11 ST MAX 51111010MIX TWO-MY INJUL
FIRE HYMANT 001DOW 70 ME U!ED IF REQUIRED.
WIMP Comm" Iffl,
am
2'. x 2"x I" TEE, 1" CLOSE
NIPPLE BETWEEN TEE & SEND.
FOR 3/4 AND 1- SERVICE (3/4- SHOWN)
COMO" MAC�
lit,
1" 90* ELBOW 11" BRONZE GATE VALVE, SCRE EQUAL TO RED-WHITE VALVE CORP. FIC M0.280
0 ITEM ANIT THE I F6 . INCIM I OF A PRESSURE REDUCING VALVE 13 TO REDUCE
2" GALVANIZED IRON PIPE COUPLING COPPER TO MALE WGIN PIPE-FORD C28-44 OR EQUAL.
la' LONG
I" TYPE "K' SOFT COPPER TUBING
a
12" MIN. I" IRON PIPE THREAD CORPORATION STOP WITH
w -RU FOR COPPER. FORD TYPE FIOOO PACK
JOINT CIS
I" GALVANIZED IRON
PIPE To FIT
2" CAP WITH 1/8" HOLE ill W ELBOW DOUBLE STRAP SERVICE CLAMP VAIN
FOR DRAIN. I" IPS TAP TO FIT. EQUAL TO MEULLER CO.
COMMMA71ON AIR RELEASE & VACUUM VALVE,
WASHED GRAVEL, PASSING SCREWED. APCO NO. 143C OR EQUAL.
1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST PONT OF LINE. IF HIGH POINT FALLS IN A LOCATION Tree �T
WHERE ASSEMBLY CANNOT RE INSTALLED, PROVIDE ADOITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY A011L
CAN BE INSTALLED.
2mm v
1 900 GALVANIZED STEEL ELBOW 4 EA. HIGH-WATER PRESSURES IN TIE SERVICE COW4ECIM TO AN
ACCEPTASLERANGE -OF �55 70 75 P31 INSTALLATION OF A PIESIIALE
REDUCING VALVE 15 A Off THE SERVKIE CONNECTION
2 3,0�P= ALE IRON PIPE 2, EA. PRESSURE EXCEEDS BE SQUARE INCH IN ACCORDANCE
=�: FORD C54-33 OPM
TO THE UNIFORM PLUMBING CODE-
OR EQUIVALENT FOR GALVANIZED PIPE SERVICE.
FORD C85-33 OR EQUIVALENT INSTALLATION I I
3 PRESSURE REDUCING VALVE -Jel"AINER
PAO ATY AWSW. BE LOCA= ON THE
O�43 T!' 1 EA. THE PRE RKOU0019GON.VE
WITH UNION COUPLINGS RT ULU AND OF THE METER
WSTOMEpr
EQUAL T70- WILKENS +600, WATTS +U5S BOX RESPONSOUTY FOR PROPER INSTALLATION, OPERATION.
AND MAINTENANCE OF THE VALVE *U" BE ASSUMED By
4 3/4- CLOSE UNION - BRASS (M X F) 'I EA. THE CUSTOMER. THREE POSSIBLE COMMOURAIKINS FOR
INSTALLAITO14 OF THE VALVE ARE SHOW ABOVE. A
5 3/4- BRASS VALVE VARIABLE BUILDING DEPARTMENT PLUMBING PERMIT 15 REQUIRED PRIOR
TO INSTALLATM
6 12" STANDARD MEIE ON W/SOU0 COVER 1 EA. I W.M. SUPPLIERS
CONCRETE: 17 114 X 2a INSIDE DIMENSIONS,
EQUAL I'D FOG TITE METERVAL CO +2 ' mo INC. INIE PLUMING ANT, INC.
PLASTIC: 13 X 24 44 INSIDE DNENSIONS,'EQUAL 1J440 SS jDTi 710 S. 2ND : 351 UNION ME
TO BROOKS METER WA MT%55*A WA
7 J /4' GALVANIZED SIM PIE. - .THREADED. LENGTH VARIABLE 7400a"A M3
/A REQUIRE 21� � � �
S D
8 3/4- X 1/4- X 3/4- SID. BRASS TEE 1 EA. � Va mm"
Adrbk
9 1/4- PETCOCK (M X F) I EA. W411,111101110
10 3/4- BRASS NIPPLE VARIABLE 9013
wromm"?
car ow im MIN r nma m ona.
Ir akin VALme VL X 04 AMARA O-WIN MENUIN, WAI
Lmw 10 FIT "a S/w ilEEt 11E
& e L
We -
/a OIL Va wasm Dom mm (r To vr)
FIRE 'MT ASIMEMIN Y
urw� ALL gam
r STORTZ MIN p1ww
ONE MOM am
ma E&L
Om
HYDRANT LOCATION IN CUT-CKFIIUL
9 w 111111111 MUfI
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11Mmw 10 irdr ON
�Wmw
UM RELEA69 -- REDUCING AaK FIRE HYDRANT ASSEMBLY DETAIL
1" AIR 4. VA CU A" INDIVIDUAL SERVICE PRESSURE
VALVE ASSEMBLY *,*'W VALVE (FOR 3/40 & to SERVICE)
WATER MAIN IF ADMIKINAL ADAISIMENT If Irx 22, CONCRETE METER IN UNIM RIGHT OF WAY
BOX WITH 3/16- SIM DIAMOND MEIER BOX AT
REQUIRED, INSTALL 2-2" CLOSE PLATE INSTALL 3
NIPPLE AND 2-2" 90'KND, SCREWED COVER EQUAL TO FOG TITE METER PROPERTY LINE.
SEAL 00. 0-10 METER BOX. SIDE 41m
CONCRETE MET" BOX 61 MIN
2* CLOSE NIPPLE AT INS POINT. FIELII LOCATE FINISH GRADE 16
9* MAX WALK
MINIMUM
-I lff!4— r CLOSE NIPPLE
---:r W ELM*
2" 90• ELBOW 21" MIN •
2' GAILVAMZED PIPE AS REQUIRED WATER METER TO BE
roam L ` COVER SUPPLIED BY THE CITY 12" MIN
CONCRETE BLOCKING ELM 36* MIN COVER TVIMIE *w 36* MIN COVER
VALVE NUT EX11' ENSI AS REQUIRED I -- COPPER TUBING
TWO PIECE CAST IRON VALVE (SEE DWO BRAKI PAGE 1101100)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8- TOP SECTION, VAIN Ir MAX, L
REGULAR BASE SECTION LENGTH --< - zrm RSET7ER
L "V- VTR 72-IBW-44-339 " 51W 3 e MEIER)
TO MT. NEW DUCTILE IRON LOOP DOWN To CENTERLINE VH 72-15W-44-W FOR I ME6
OF "A'
WATERMAIN OF WATER MAIN TO PROVIDE BOTH INLET AND OUTLET 'MTN PACK JOINT WITH wwrm
2-1/2" NST (HOSE) r*E "
SLACK IN COPPER SERVICE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
2* GATE VALVE. SCREWED BLOW -OFF HYDRANT EQUAL TO LINE TO METER. ON OUTLET.
2 - GALVANIZED ATION STOP. FORD TAPERED ALL PACK-JOtNT FITTINGS SHALL BE WITH GRIPPER.
PIPE 12* LONG #75 KUPMEKE FOUNDRY CO. THREAD (CC). PACK JOINT 4
2" CLOSE NIPPLE 2'x2'%2' TEE (P/F,;O�1)0OO, IF SERVICE LINE TO I HOUSE is TO BE
BETWEEN CAP CR PLUG 2' CLOSE NIPPLE BETWEEN INSTALLED IN THE FUTURE INSTALL
Lu
J
uj
1IMBIB
mom
Ix
di
RRi
us
us
a
U3
IM-P
<
AND 2" 90' ELBOW TEE AND W ELBOW. FORD C14-33 OR 44
2" 90, ELBOW FIDT x COMPRESSION COUPLING
uj
INSTALL 4 MIL POLYETHYLENE
PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE 3/4- OR i- GALVANIZED PLUG
GRAVEL. CUT HOLE FOR PIPE 18' LONG FOR SERVICE FROM EXISTING STEEL
a . EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS
18" MAX. si .
VI OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP
PMUNW Ir Xff-W Ae T WATERMAIN EQUAL TO MUELLER CO.
o
r CAP WITH I/V 00 or am Am swumo 814r a r MCOMMMUED FOR APPROM
0 CU. FT. WA94ED CRAWL PASSING TAP FOR DRAIN ff1j, Agolk,
11 AND RETAINED ON 1/4- MESH MWIVIIIIIIIIIIII, DOW.
11 DRAIN ELEVATION
2; �am S SWOONED
FOR Em
winiiiiium IIIIIIIIIIIIII&M
By DOW
wre-Ah-04p WIL WAS MA r mmilift— Oft Iran owl v
ws-e
23
11
or 97
10 ffm �106
PERMANENT 2" BL O W-OFF ASSEMBLY Aik 3/4' A 1" DOW.
WATER SERVICE
(FOR Sr MAINS AND SMALLER) TI&V DoW
Lot Sovd c" % W OF M of 1&Vm by Off MV*y Fft ftm M. kok I
T
SCANNED OCT 08
01
SW 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 N. RANGE 5 E, W.M.
Q -STD. ALUMINUM . . •. i ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL. ` ' :i . 6. RUBBER GASNE7ED JOINTS SHALL BE IN COMFOINOM
OR GALVANIZED STEEL '
MORTAR ONCREIE SHELF ; �44 �• '' • •• • r .► ' • '► i �• :• •P �. 7. CHANNEL HEIGHT SHALLL BE A MINIMUM OF 3/4 THE NOW
Olt /WHIT FILLET •
i` L • , . ' .. • . :.r:. • e DIAMETER CONNECTIONS TO MANHOLE ALL K WA . • r
CAST SASE SECTION 34 MH 4 MIN. I.D. • a TOR, KOR -N -SEAL BOOTS OR APPROVED U EQUAL
W , :.
e�
wOR CAST IN SHELF. 60 MH MIN. 6 MIN. 4 MIN. I.D. " ; f :•.. •. ..4 .
= W
6' MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL SIN' "m •
POURED IN PLACE BASE
NOT TO SCALE _
0 !man
AQh ...
SANITARY MANHOLE _TYPICAL DETAIL Alipa SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE
TYPE B SHALLOW TYPE C EXTRA SHALLOW
OW Z W (SEE NOTE 4) LIMITS OF PETE ZONE PROVI E UNMORM SUPPORT MMR MARREL i PROPERTY LINE
�O (SEE NO MATERIAL 2, App TAMP UNDER HAUNCHES, Z
-1 (SEE NOTE 3) .. W
��fj i !. COMPACT 6EOaR MAM)TAL 10 NHS MAX. DENIM EXCEPT WRECILY OVER PIPE. 6, -0" TS y r ME
[-' Rc"N. la CLASS C _. - ..Hap TAMP ONLY. _ -. _. - _ -_ c FUTURE.: _. _ -_ -. AND 2' Wn -YM.K
E.q (SEE NOTE. 6)....
d 4. SEE "EXCAVATION AMID PAp/MlMll OF TAEIM' M 1� yy��ARY ><TNiN3 S[CIIGM 6" BUILDING SERVER PETE •I BUROINC SEWER fNM0 OAADE QllOildl
U /'V C FOUNDATION LEVEL OF THE STMgA O SPEdFICTA /IMfS FCIt 1RENd1 RM1M AIM TNENCNpC OPROMS. r - - - - -
F�4 P
THE PRE ZONE RLL K M ACTUAL TRENCH MIDI. DWT FOR MSS A. - - -
C r . 3 B IEDPNa THE WW UM COMMIE 907H SHALL. ME 1 -1/2 1.0. + Ir. ♦ _. _
- 2"I 4" STUD SERVICE MARKER PAINT UPPER
S. iNENW IMt71NtL SMALL 001111CISN 10 "rAavuJta VIEMDe 1�ENQKE!' M NNE ❑ MEWL t''L,IIO .ON '10' �0 11MIIE.
(�� A DES) sAMTMY ![WEIU fEC11GR a THE srpgAlN1 !M[Ik10AnD11a EtIOEPT 1NAr molts WITH 6" .SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE -
,,,sRSRSR aR ulr3 LANKA THAN i" PER Four OF PIPE DIAMETER $HALL NOT K USED MILK : , : WORDING "SI:WliR' WHIN 3" RWG1 .6•IiCK L °T7ENS. , 3 Ff:WL CM 10-INCM 0 EIEIE -AIb I�EII) APfER.IlM01YL OF rOIYNf
OAaRtu BMTERUL. AND 06 WIRE WRAPPED AROUND THE STUD AND 4 FT. MK COMER �12 -INCH OMMETEIE ANO OYEJ!)::
8" SIDE SEWER AND RAIDING SEWER EXTENDED TO THE TOP OF THE STUD.
I. SEE " Mp MATERIAL FOR NMp PW M INE'ANMEOAT7 SECTMN OF THE
W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDARD SPECIFIGIMNM FOR THE MAMMAL SPECFVAtIOVi a
C UNLESS OTHERWISE LSECURED APPROVED BY AI .CITY, MAKE TM THROUGH CAST
(SEE N L MATERIAL 7: SEE DA DDnD O MYK MR ITHE MA PMAL I M AOME0111ES SECTION OF WHEN SADDLE SECURED 7SI SEWER MAIN WITH STAINLESS STEEL BANDS
(SEE NOTE S) a STANDARD SPE(XICAII(NI FOR THE MIIIEAIK S°ECMICATONl: WHEN CONNECTING NEW SLOE SEWERS TO EXISTING MAN.: ,
S. PONE MUMT ME ANCHMEO S SUCH A MAWR AS TO EMMAM FLOW UNE IS • •,.:
BEDDING MATERIAL MAINTAINED. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. 01 PIPE AND Cl HEW N11ER 16181 J+' • .
FOR RIGID PIPE PIPE SEWER MAINS ARE TO BE CORE DRUEO
(SEE NOTE 8) 60" ALLOWABLE MAX. .
FOR CAST IRON PIPE•
FOUNDATION LEVEL
SFODMG CLAM OESIIN OR DUCTILE IRON PIPE. S
!F4 oMa:NMaN aAa A a� M aNm c Mu o aAU F tllR� ' ,Ip1�0
`` 4^ ,r«, esQaINB s" - VERTICAL CROSS FOR POLYPIGGING STATION:
O A 4" ix. ZERO M SIZE OF VEKWIAL CROSS SMALL BE THE SKIS AS 612E OF MAIN LINE
BEDDING FOR RIGID PIPE C _ '
Tr NMI.:.
W (SEE NOTE 4) LIMITS OF PIPE ZONE HOR120NTA� E �(NBAOVE 6L011 -OFF ASIOIRV NO INSTALL Y PUR AFTER NEMOML OF CLEANING 'PMY- PIG')...
s i/+ Ra I/S as 1/9 as >ZAD LLD. B' !AI 0{RtLT 1IZ
SEWER MAIN OME BLMO FIALIDE N 60DOM OF CROSS
i' -0" 'c J/4 a0. t/S m 1/+S as LLD. B HMI. SEWER MAN ONE FUJI) M 1N no OF CROIi
t r TE SLOOKING ANGLE ALL OEBISS AND P%W= SMALL WE REMOVED FROM SUMP Or VERTICAL d10lS. BEFORE
BEDDING MATERIAL •.A " 4" MML I�RDT� UNDER OF TEE AT WAIN OVER 2S TYPICAL SIDE SEWER ELEVATION �.�. DISINFECTION OF NEW WATER MNN 1 1
W
4I�
FOR FLEXIBLE PIPE S MINI. S I.D. ELEVATION I
(SEE NOTE 7) m 01IN " 1lMI♦N I" � m
AIIIIIIIIII11111111 a!
W!j FOUNDATION LEVEL R NLESS OTHERMSE SHOWN. ON PLAN, SIDE SEWER SMALL I4AVE A. MINIMUM 23' COVER AT PROPERTY (�1 �ry ts>laC
LINE OR. 3 -S'. LOWER THAN THE LOWEST HOUSE ELEVATION: WHICHEVER IS LOWER: rNM
(CLAM F 00" !i
BEGGING FOR FLEXIBLE PIPE '- ��.. * �� M Ir now" ^ g r j
iWrh PIPE BEDDING FOR SANITARY SEWER STANDARD SIDE SEWER INSTALLATION WATER MAIN POLYPIGGING STATION Ail
(SEWER MAIN TO PROPERTY LINE) VERTICAL CROSS FOR POLYPIGGING
J
FOR 3/4' TO 2" OCVA. UK FODTITE OONNCETE.METER
b
(9
FLUSH KITH FINISH GRADE BOX N0. 27` (11MN WI7M 3/6'. STEEL COVER PLATE'
CLEARANCE
LESS TURN 12 M
(TYPICAL) ;72-!,/K2. ALL DOUBLE STACKED.
TO 3' DCVA, USE UTILITY VAULT CO. MOOEL
�•I
25TA OR EQUAL.
I
c
LOWER Unurf
!a
W
3:
UNION (TYPICAL)
r 24'x 6' FRAME AND LIP
W* INN jr
AFTER TESMC 61 APPROVAL. PLUG ALL
mc
4
TEST COCKS WITH BRASS PLUGS.
TO CITY METE TO PRIVATE SYSTEM
B'
AFTER FtLO RNBTALLATION. DCVA MUST BE
TESTED
ANM OLE FRAME AND COYER
.. : .
PER DRAWING BR29:
AWUS7INQ RINGS OR BLOCKS
I- 7 MINUS GRAVEL 12" MINIMUM TTEESSTEREPORT MUST BE SUBMIr1E0 TO CITY
/B' OF RENTON WATER UTILITY €NGREERfM
3 **
It
O
PRIOR TO AC`TVAnON OF NEW LINE.
j-
BEI OR GROUND IN I •nGl FOR 3/4' TO ]' DOUOLF
3 L}
SEE DRAWING OR29
NOTES.
NOTES,
AS REQUIRED. 24"
24'. x Ir FRAME AND LOCKING LID
12' MAX
24"
ADJUSTMENT (4' MM.)
I. STEPS TO 3/1' . OEF011MED BAR OALVAMZED SAFETY
1. STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED. SAFETY
PER DRAWING BR29.
'D'
ONE
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
4' MIN. TO
12'. MAX.
.STEPS OR EQUAL
2.. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
•
BOER CASKETED JONTS
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
.."
-Z ...
o
3. CASTING INSTAAL BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF PRECAST
'C'
IN ACCORDANCE WITH ASTM C -44J
CONCRETE.
S. ALL JOINTS SHALL BE GROUTED.
..
24"
>4
REINFORCED
CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
CHHAMBBEEq VALVE
R.C.P. OR EQUAL
1
NOTES:
STEPS - 3/4' DEFORMED BAR
STEPS SIGN! BE INCLUDED
6. SANITARY SEWER MANHOLES SMALL HAVE ALL INTERIOR
SURFACES, INCLUDING CMANNELIN0. COATED (SEALED)
S
i"
6. ALL JOINTS SHALL BE GROUTED.
ADAPTOR
1. STEPS TO BE J /4' DEFORMED BM OALVWWI2ED SAFETY
6-1/2"
RISER BY PIPE INC.,
WITH A HIGH SOLIDS URETHANE COATING;
WFASSER WIC - CONCEAL OR APPROVED AQUA;
a
7. SANITARY SEWER MANHOLES SHALL .. NAVE ALL PMRIOR
SURFACES, INCLUDING t]1ANNELINQ COATED (SEALED)
COLLAR
�• q� WY i
+
STEPS OR EQUAL
Z STEPS ARE TO BE IN PLACE BEFORE MANHOt SEC110NS
J
r MIN.
CONCRETE
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WRITE.
12"
1�
c
�-
WITH A HIGH SOURS URETHANE COATING;
RUBBER
CASKET
PIPE
ARE INSTALLED.
PEIRdfAWINO BR2B.
'A'
7. RUBBER GASIFIED JOINTS SI1All BE IN CONFGIMAFICE
WITH ASTM _
WASSER MC- CONSEAL OR APPROVED EQUAL:
COLOR OF COATING SHALL BE WHITE
T
3. CASTING TO BE
4. ALL JOINTS SHALL BE GROUTED.
W t
B. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 THE INSIDE
-
.
B!
'.t
6.. RUBBERGASKETED. JOINTS. SMALL BE IN CONFORMANCE
WITH'A37M C -443.
.
m
.
:.S
SANITARY St'WER MANHOLES SMALL HAK ALL IIT[IBOR
SURFACES. INCLUDING CNANNaM COATED (SE M)
W
DIAMETER H* THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING O!M(
9. CHANNEL HEIGHT 3♦ BE OF 3/4 THE HNSKIE
•
r� ii
W A MQM SOLIDS URETHANE COATING:,
tr (Ti"
MAX. PIPE SIZE - 'E'
ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL.
_ ,�.
f0. DIAMETER OF TO MANHOLE SMALL BE MADE USNNC. CPK
r : �. `
'. .: •,
AS
COLOR OF COATING � ANLL APPROVED EQUAL;
Q -STD. ALUMINUM . . •. i ADAPTOR, KOR- N-SEAL BOOTS OR APPROVED EQUAL. ` ' :i . 6. RUBBER GASNE7ED JOINTS SHALL BE IN COMFOINOM
OR GALVANIZED STEEL '
MORTAR ONCREIE SHELF ; �44 �• '' • •• • r .► ' • '► i �• :• •P �. 7. CHANNEL HEIGHT SHALLL BE A MINIMUM OF 3/4 THE NOW
Olt /WHIT FILLET •
i` L • , . ' .. • . :.r:. • e DIAMETER CONNECTIONS TO MANHOLE ALL K WA . • r
CAST SASE SECTION 34 MH 4 MIN. I.D. • a TOR, KOR -N -SEAL BOOTS OR APPROVED U EQUAL
W , :.
e�
wOR CAST IN SHELF. 60 MH MIN. 6 MIN. 4 MIN. I.D. " ; f :•.. •. ..4 .
= W
6' MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL SIN' "m •
POURED IN PLACE BASE
NOT TO SCALE _
0 !man
AQh ...
SANITARY MANHOLE _TYPICAL DETAIL Alipa SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE
TYPE B SHALLOW TYPE C EXTRA SHALLOW
OW Z W (SEE NOTE 4) LIMITS OF PETE ZONE PROVI E UNMORM SUPPORT MMR MARREL i PROPERTY LINE
�O (SEE NO MATERIAL 2, App TAMP UNDER HAUNCHES, Z
-1 (SEE NOTE 3) .. W
��fj i !. COMPACT 6EOaR MAM)TAL 10 NHS MAX. DENIM EXCEPT WRECILY OVER PIPE. 6, -0" TS y r ME
[-' Rc"N. la CLASS C _. - ..Hap TAMP ONLY. _ -. _. - _ -_ c FUTURE.: _. _ -_ -. AND 2' Wn -YM.K
E.q (SEE NOTE. 6)....
d 4. SEE "EXCAVATION AMID PAp/MlMll OF TAEIM' M 1� yy��ARY ><TNiN3 S[CIIGM 6" BUILDING SERVER PETE •I BUROINC SEWER fNM0 OAADE QllOildl
U /'V C FOUNDATION LEVEL OF THE STMgA O SPEdFICTA /IMfS FCIt 1RENd1 RM1M AIM TNENCNpC OPROMS. r - - - - -
F�4 P
THE PRE ZONE RLL K M ACTUAL TRENCH MIDI. DWT FOR MSS A. - - -
C r . 3 B IEDPNa THE WW UM COMMIE 907H SHALL. ME 1 -1/2 1.0. + Ir. ♦ _. _
- 2"I 4" STUD SERVICE MARKER PAINT UPPER
S. iNENW IMt71NtL SMALL 001111CISN 10 "rAavuJta VIEMDe 1�ENQKE!' M NNE ❑ MEWL t''L,IIO .ON '10' �0 11MIIE.
(�� A DES) sAMTMY ![WEIU fEC11GR a THE srpgAlN1 !M[Ik10AnD11a EtIOEPT 1NAr molts WITH 6" .SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE -
,,,sRSRSR aR ulr3 LANKA THAN i" PER Four OF PIPE DIAMETER $HALL NOT K USED MILK : , : WORDING "SI:WliR' WHIN 3" RWG1 .6•IiCK L °T7ENS. , 3 Ff:WL CM 10-INCM 0 EIEIE -AIb I�EII) APfER.IlM01YL OF rOIYNf
OAaRtu BMTERUL. AND 06 WIRE WRAPPED AROUND THE STUD AND 4 FT. MK COMER �12 -INCH OMMETEIE ANO OYEJ!)::
8" SIDE SEWER AND RAIDING SEWER EXTENDED TO THE TOP OF THE STUD.
I. SEE " Mp MATERIAL FOR NMp PW M INE'ANMEOAT7 SECTMN OF THE
W (SEE NOTE 4) LIMITS OF PIPE ZONE STANDARD SPECIFIGIMNM FOR THE MAMMAL SPECFVAtIOVi a
C UNLESS OTHERWISE LSECURED APPROVED BY AI .CITY, MAKE TM THROUGH CAST
(SEE N L MATERIAL 7: SEE DA DDnD O MYK MR ITHE MA PMAL I M AOME0111ES SECTION OF WHEN SADDLE SECURED 7SI SEWER MAIN WITH STAINLESS STEEL BANDS
(SEE NOTE S) a STANDARD SPE(XICAII(NI FOR THE MIIIEAIK S°ECMICATONl: WHEN CONNECTING NEW SLOE SEWERS TO EXISTING MAN.: ,
S. PONE MUMT ME ANCHMEO S SUCH A MAWR AS TO EMMAM FLOW UNE IS • •,.:
BEDDING MATERIAL MAINTAINED. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. 01 PIPE AND Cl HEW N11ER 16181 J+' • .
FOR RIGID PIPE PIPE SEWER MAINS ARE TO BE CORE DRUEO
(SEE NOTE 8) 60" ALLOWABLE MAX. .
FOR CAST IRON PIPE•
FOUNDATION LEVEL
SFODMG CLAM OESIIN OR DUCTILE IRON PIPE. S
!F4 oMa:NMaN aAa A a� M aNm c Mu o aAU F tllR� ' ,Ip1�0
`` 4^ ,r«, esQaINB s" - VERTICAL CROSS FOR POLYPIGGING STATION:
O A 4" ix. ZERO M SIZE OF VEKWIAL CROSS SMALL BE THE SKIS AS 612E OF MAIN LINE
BEDDING FOR RIGID PIPE C _ '
Tr NMI.:.
W (SEE NOTE 4) LIMITS OF PIPE ZONE HOR120NTA� E �(NBAOVE 6L011 -OFF ASIOIRV NO INSTALL Y PUR AFTER NEMOML OF CLEANING 'PMY- PIG')...
s i/+ Ra I/S as 1/9 as >ZAD LLD. B' !AI 0{RtLT 1IZ
SEWER MAIN OME BLMO FIALIDE N 60DOM OF CROSS
i' -0" 'c J/4 a0. t/S m 1/+S as LLD. B HMI. SEWER MAN ONE FUJI) M 1N no OF CROIi
t r TE SLOOKING ANGLE ALL OEBISS AND P%W= SMALL WE REMOVED FROM SUMP Or VERTICAL d10lS. BEFORE
BEDDING MATERIAL •.A " 4" MML I�RDT� UNDER OF TEE AT WAIN OVER 2S TYPICAL SIDE SEWER ELEVATION �.�. DISINFECTION OF NEW WATER MNN 1 1
W
4I�
FOR FLEXIBLE PIPE S MINI. S I.D. ELEVATION I
(SEE NOTE 7) m 01IN " 1lMI♦N I" � m
AIIIIIIIIII11111111 a!
W!j FOUNDATION LEVEL R NLESS OTHERMSE SHOWN. ON PLAN, SIDE SEWER SMALL I4AVE A. MINIMUM 23' COVER AT PROPERTY (�1 �ry ts>laC
LINE OR. 3 -S'. LOWER THAN THE LOWEST HOUSE ELEVATION: WHICHEVER IS LOWER: rNM
(CLAM F 00" !i
BEGGING FOR FLEXIBLE PIPE '- ��.. * �� M Ir now" ^ g r j
iWrh PIPE BEDDING FOR SANITARY SEWER STANDARD SIDE SEWER INSTALLATION WATER MAIN POLYPIGGING STATION Ail
(SEWER MAIN TO PROPERTY LINE) VERTICAL CROSS FOR POLYPIGGING
NEW MANHOLE PER
STANDARDS
NEW t"
. -' SEWER
e. OADANKIV NG MANHOLE
CUTOUT E)OSI PPE, MAKE (PVC PIPE ONLY )
SM00TH INVERT t CHANNEL K GROUT
AFTER NEW UNE IS
ACCEF71ED. . 4 •
SR MIHIMMJM ° ' 4 • A E) "r. SEMIER
CAST IN- PLACE CHANNEL HIE
SHELF
_MANHOLE BASE FOR CONNECTION TO EX. SEWER
DOUBLE CHECK VALVE ASSEMBLY
N �
Lost -%W o" lAu Mw Of PTION or ,1• ftm by BM spy F* Abma ff S.-orw. I
7 mrl.a `may, •, h
upm VnLlw S-m3l6907-o%mmcov(yl
drm
1
J
FOR 3/4' TO 2" OCVA. UK FODTITE OONNCETE.METER
b
(9
FLUSH KITH FINISH GRADE BOX N0. 27` (11MN WI7M 3/6'. STEEL COVER PLATE'
CLEARANCE
LESS TURN 12 M
(TYPICAL) ;72-!,/K2. ALL DOUBLE STACKED.
TO 3' DCVA, USE UTILITY VAULT CO. MOOEL
�•I
25TA OR EQUAL.
FOAM
c
LOWER Unurf
!a
W
3:
UNION (TYPICAL)
i
W* INN jr
AFTER TESMC 61 APPROVAL. PLUG ALL
mc
4
TEST COCKS WITH BRASS PLUGS.
TO CITY METE TO PRIVATE SYSTEM
AFTER FtLO RNBTALLATION. DCVA MUST BE
TESTED
AC LY BY A DEPARTMENT
% tiEALTH CERTIFIED BACKFLO W ASSEMBLY
I- 7 MINUS GRAVEL 12" MINIMUM TTEESSTEREPORT MUST BE SUBMIr1E0 TO CITY
/B' OF RENTON WATER UTILITY €NGREERfM
3 **
It
O
PRIOR TO AC`TVAnON OF NEW LINE.
j-
BEI OR GROUND IN I •nGl FOR 3/4' TO ]' DOUOLF
3 L}
CHECK VALVE ASSEMBLIES B H
NEW MANHOLE PER
STANDARDS
NEW t"
. -' SEWER
e. OADANKIV NG MANHOLE
CUTOUT E)OSI PPE, MAKE (PVC PIPE ONLY )
SM00TH INVERT t CHANNEL K GROUT
AFTER NEW UNE IS
ACCEF71ED. . 4 •
SR MIHIMMJM ° ' 4 • A E) "r. SEMIER
CAST IN- PLACE CHANNEL HIE
SHELF
_MANHOLE BASE FOR CONNECTION TO EX. SEWER
DOUBLE CHECK VALVE ASSEMBLY
N �
Lost -%W o" lAu Mw Of PTION or ,1• ftm by BM spy F* Abma ff S.-orw. I
7 mrl.a `may, •, h
upm VnLlw S-m3l6907-o%mmcov(yl
drm
1
COMM MOM FOR APPROVAL
Iffir. D0e0: WS-7
DOW.
DOW 2 4
DOW of 27
SCANNED OCT 0 8 Zb&¢ C'Qs W R16 PN% /if 907 NPEoaPdn/
1/
J
J
b
(9
CLEARANCE
LESS TURN 12 M
w
ca•
POLYETHE" M.
FOAM
c
LOWER Unurf
IBBBI,
W
3:
LOW CLEARANCE UTILITY CROSSING
i
mc
4
COMM MOM FOR APPROVAL
Iffir. D0e0: WS-7
DOW.
DOW 2 4
DOW of 27
SCANNED OCT 0 8 Zb&¢ C'Qs W R16 PN% /if 907 NPEoaPdn/
1/
i
�
A84UILT CERTIFICATION SW 1/4. NE 1/4, SECTION 6, TOWNSHIP 23 N. RANGE 6 Ev W.M. TO E)(
Vol U71L IACATIOIA�01 THE U111J11ES ilOwN \ � N► • 22 So DEND
UST BLOCK W x MJ t• FT
IIEIIEON
is 1ME IIEl�ILT OF A FIELD SURV[Y
P[�s� BY � ON uNOae w oNOCnoM. �s
'•.� J6146 .'a NG0 ,INV A00py B /i1�CM or fs�' /F��+�: A 2�JI. � \ � EX. e' WATER LINE , � �,�, : •� � � . NEW e' WATER LINE
EX. a' WATER .UNE NEV i 1MtlE �1f1� ��' � � •••�� � � •�•
11111111b. L < CIIIIIS7iOPF1ER S. BARNES DATE exvntEs: s/t f/ O=' •• •• -- SEE NOTES ." • � � � � SEE NOTES �
N0. 36146
L.S. L .
..:................... .... .... ... VERTICAL. CROSS MJxFL) FOR POLYPIGGMIG
Q ........ ... .........................,.. � �......................... � ND FLANGE ON TOP WITH 20TAP At 2'PLUG .AND
W � � , � , � � i � � ONE BLIND FLANGE ON BOTTOM
DISINFECTION, �RE;MIONE TEMP. BLOCK � ............ _ ...... _ .......... .
ONE (MJ) PLUG M11TFI 2" TAP dt 2' TEMPORARY BLOW -OFF �� -� � ��� � ��
10 I
TEMPORARY BLOCK
(MJ) o�s�o�.s mow. CONNECTION
ORO �'
m o � � 76 � aaTw� 01rL
1: E
� o
��_ F.F. ,276 � �� � � CONNECTION TO SHOREWOOD i g
<t � .F. 278,5 F.F. � 283. � � � SUBDIVISION WATER M AIN CONNECTION mss: z � N
�1.� PUMPS WILL BE REOINRED N.T.a. � VERTICAL ALK�NMEPR OF � � I -- - l > � °8
Q
amima 1. r :............................. ............................... � HOMES ON LOTS 4-8 (NOT IN � L- EXISTING UNE OR STUB ANO. ART •
' • • ... I ` vER'fING►�l uNAUGNM M 0 SAME tE�'t1N�r. S�'TUB�Of O 7% � ,••• O
~ .... .. ............................... � ,,. .. ... ................ ......... �.... 2.0! � I���,�DE FOR L015 24 AND 27 WILL PERF�NA1 FN�NL � � oR19 `••0 k
.... THE 11
t - -'_ - - T '� ' • •.. � _ _ �IAL� 9E F17TED Mltifl A 22.5 CITY FORCES - - - -- -- -• - -- - _ � � _ � fn
l 1 t�
�-- K..l70. ; BEND IN LOCATION SHOWN EXISTING STUB Mlr'I'H Doi. SLEEVE 0 D.I. T SPOOL
3 ..1E 270. '� 1 OVER
a
m F.F. 281 . : . F. 2 �j�,
STORM LINE. SIDE SEWER •
:;fs
/ OPE AS NOTED (PROVIDE MIN. 2X). •...
Sri .31 55 a2 LTA SIDE SEWER 9ACKFLOW VALVES
'J -a• D (Mif x MJ) ' MAY BE REQUIRED FOR BUILDING s
R f - -
• F � 2715 : / CON SIDE SEWERS PER CITY ci-00
STANDARD DETAIL (NOT IN
C) : CONTIRi�CT)• STA 20+16.70 (1 Zd• -t7_ V� -
12 _ 272:44 u
Z 5 r D :
00 7
` IE 272.12 .
SD IE. .03 SS . p 4. HOMES ON LOTS 1 -3. 6 -12. 18 -24 ..............
: AND 26 SHALL BE PROVIDED WITH FIRE • = ... ..... .... . ................ V
� � A 20+03.94 124.1! � L
z SPRINKLER . WATER (METER -19 22.5' BEW (W x FL J
• R 5 „ •
Q„ 1 SIZE SHALL BE 1 MIN. AS SHOWN OR -4 4S BEM?- x MJ •
W AS DIRECTED BY FIRE SPRINKLER $
V ...... .......... ..... l ; S1rS1'EM DESIGNER oR c.o.R. N 8915 3 7 E / eLACK� I N z73.
14 +43.45 33.so LT) o
. •..:GATE..Yjfgj'w .(I„II�)......... 252.53' � _ .
STA .. _
14+ A +00 - ....:. ...............................
....................... : ...... (. LT) 5 CITY OF RENTON - 1
LITY EASEMENT _j
-- -
�� STA 19 +08.03 (10.00 LT) �w i3
• 1 -FIRE HYDRANT ASSEMBLY �. V C
9L A ,'t IE .52 '� m
• _ 1 _ 8'•X6• TEE (MJ x FL x FL 2
.' A 15 +02.'S3. (14.00'..�� ......... .............................. ........ .............................. 1 �8.. �� FOR' : r, "� SS IE 273. CL
W 1 x •POLYPIGGING• : - SD IE
-a � WND (MJ wu) H 3 : 1181 0 R� . _
v 1 '8"X4• REDUCER MJ x - �� u � 0
.I T.F�iRUST BLACK E B ALIGNMENT A 18+43.32 : ( �- c
FSv& 6..0 °� r .F. 2 .0 m
1 4 GATE VALVE (FL x MJ� '�
10.00 L _ _ _
• I N'
STA 15 +97.74 � � ? .. - � �
• AIR /VACUUM : Q + �
+ 7 1 -a 4s• BEN (IrIJ x Nu) 5TA +49se (90 RT) : /� 4 1112 - OR 0 Fie
RELEASE t / -- ASS BLY _
CD IE 2!� ( 19 +50. 11
IE �6e.1e 13 ORO 14 15 16 1 .(FL. ,� _. _ _ _ _
IY _ 1 22.5 8 x► _ ..................
Fes F. 8 : ; F. F. 284.51 , F. 285.5 , • F.F. 284.Q Cc
r SD 71.02 F. r
............. ........�.....��...::..;:..... .... i A 16+31.1 (10.31 L 82.5 , F. -- a o _
1 TEE ( x FL) 1 1 I i � n
11 /h -- ( � k ,) A 17 +59 (10.00' ) R/VACUU SO IE 274. 7 22- � o '� v
W THRUST N a
goo 1 •GATE VE FL x -8• TEE _ _ - v : rt _ 3 N
- _ _ Z �. •v N
v 1E 2". . • M•! . Y. :.. / TH ST OCK ............. 275:74 • COD
o
w/ THRVST FL X MJ ac I c
r u ci r IE 27 (
.... IE^'ZT5:7
r 1 +4 ' ........._ . ........
16 STA 8 9.33
' • . IE 270.72 2.11 RT) •
; Z
148 LF - a w .
........... � • 112 LF - a" W 1° A 1 ± 35 o.s3 L
•� 19+00 �j z J
�► s + s +oo -* I �� N
.... ...... •.,.... ....
e 17 +00 _ _ _ _ - 3 , ui OI.
r_ s� Fw SS es IF 2":24 2 8 J
4 r r'r �.• • 7 A 22•x' IE 274.24 - -J •
IE ��� .47 - HE 21sT sTREEaT +
' • $ � = BEND IF 274 '^ � W
X21 STA 1 +4 M 22.'' - 9 l_ Oro
• R u• ai W
w TEE x x ■ eEhQ W ....
aw-
L him
u LA
►• ,
111-A 0
Ar MA k
AAR
.�
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� 77 14.9.. R [170.1
F_
2
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Fes F. 279�0' iF.F. 286.
1011 G710M. � QI�T tiIIM
OAZIY
CITY Of PIENTM (rwa eel
FR Q�7,
IE 27'S.9
assuaging, �.mm goo,
I
1 LOST 23 SIDE SEINER
1 C ONNECT10N IN NE 20TH
S7 SHALL K RE upw
/ AS A PART OF THIS PLAT.
r ss IE 27 A 1
so .7.9 1
o
Hm' <
N
Q a W
Lu
= 3 l
20 0 20 40 1slow
�� •
wi
�os�r PLAN of 27
W w ertfo el I
1 �
l L 8W 1/4, NE 1/4, SECTION 6, TOWNSHIP 29 N, RANGE 6 E, W.M.
it O=TNUTMI
IL
v T. '
1 , IL
•
.r
• r�
Z; .� sTA 16 +44.47 4.0!' ............................... .............................. .
4'4�'• ..... ...............................
��*ei►sT 1 -
FOFO 2 .0 F 0.90 I I 8 ► -
i
33 2
Fo F . 286. : F. 27:;0 �.
1181 OR O � - E .1172 -ORO + '
• ....... > .
AM SEM . F. 806-ot
r STA 12 +47.13 (0.00') ....................... ............................... EASEMENT ,
.......... (� . _ `i76- 0R0
13 ws -4 TYPICAL. I
STA 23+87.n (8.480 I 66.74 .
� I 24
9
! I
A . ... .... . ......... FYN: 277.77
......
.23+30.4 c1.67' � 2 73.5
1-46 M! PbG W/ ..r TAP . .....
- ,
�-
W/ THRtW eLOCrc
ss it
2 6 '
so I E 2 M:. 1
1 -2 MiDW -•OFF ASSEINBL
1.......- ..... ..............................:
r ' 4 F.F. 286• 1�1
-ORO 11 1
•�' �JI
..
A 23+ .42 11.74 F. F 27 105 _ -�- ......... . .............................. • ,
i
r I +
Of S 12 I 65.41
N c 0
Z •- ;
Z r
-�t- - - t --- ---- -- aba
400IIN, mow
a 0 W (8.24' :} ................... 16.00' 1
• I N 89 20' 36" E 127.25
y I F.F. 2 1. :
E-� 1
EASEMENT
z z
: 1
.......... ......... _. T . L - I . -
...1 . ..._ .. .. ..- .. ..__ ..- ...� ...................
N W v
cw O ) 2 � - p
`r 0 SS IE
................... ° �, N I N p O
0.00" F�F- 270. w �,
r
lmlftl; lift"
�.17 i m
r
............ .................................. ...............................
S
(31 1
- •a° �� ..:.......
SS IE 263.35
......................._ ..............SD''IE-M -e-00 F.F. 26 .0
. 2 1.5,-_ - _
,1 I .
rc
IE 2" • 9 � ody
STN 22 +63.1 s 6
1. GRINDER PUMPS WILL BE REQUIRED
- : (17.84 RT) W - - - -
° Z ' 35" E 95 00' FOR HOMES ON LOTS 4-8 (NOT IN _ _ - - -- - "' m
� N 89 20
_,.v, _ L o c N 89'20'35" E I r< } o 9
.. I r
20 35 r 1 26.0 . F. 6 7. 3
its
b
�c
ci
� is
N �
'
,. 37
• IE 261.8D
t
F.F. 266.9 ZS9.e8►
'
o :� .VZ.
,o I ...... ............................... A..10+a7.33• •(25. L
i � N
8.
EASEMIENT (M)
-- ETA -'�'� �`�
� 89'20' 35"
.f3 E .74 ` N
9
IND
NONNI
r"
.r;
38+00 39+00 TO OL r WATER
1 1:9 COUPILM
57, a I w mm (mu I bul
srA 38+3609 (7.2er RY)
., } N 8762.52 E 10626.4"
CdnNM� DER to ix.
� wN
A CERTIf (CATION
i Navr caner twa nic MMaWX NO
vol womois Of T►a urnmes S+om
MOWN 8 1FR MUL1 OF A fIEiD SURVEY
/Ow01�lm
IN Its an {IIsOt M► O�RIION�
�uslow+cR s. MIII0 we
uM *wr w 4w M w jw w *"war OR N&WW 00 war *V400111 V1w► 1�..�sw�r tewe it
1 �
�4 0
WI if,
-6" W BEND (W X FL,) •-
-I x4r RMUCER (FL X M,J
GTALL !I•' AND I r SPOOL,s
REWIRED
EX. ERR
1
STA 9+93A@ (1.7er RT)
0 2. SIDE SEWERS FOR L015 Z4 AMU Z7
+ „i SHALL BE FnTED w1TH A 22.s z
9L SEND IN IOCA?01� -c
To ALLOW 1' o -1 °-
PROPOSED STORM LINE. sm S�MIER OD 0 rn
v SLOPE AS NOTED , (PWADE MIN. 23). O LA I o v
3. SIDE SEWER VALVES N �,=i I N 3
CITY OF RENTON MAY BE REQUIRED FM BUILDING ' .�► Z 839 unury
C SIDE SEWERS PER CITY Z '"i' c 4
0
• ; STANDARD DETAIL (NOT IN � m E N � 2 N c
pp �
' V�InY�U
• 4. HOMES ON LOTS 1 -3. 6 -12. 18-24
AND 26 SHALL K PROVIDED WITH FIRE
SPRINKLER SYSTEMS. WATER METER Z
r SIZE SHALL BE 1 r M1N. AS SHOWN OR
AS DIRECTED BY FIRE z STA 10 +35.14 (10.00' RTC .j
1 -FIRE HYDRANT ASSEMBLY 10 SYSTEM DESIGNER OR C.O.R.
uj I °-
_ WIND ____ _____ J
NEW Be WATER MAIN � W
SEE SHEET WS-3
EX. 60 D.I. WATER TO BE ' NOONf.O ` _ mj W
S D.I. !LTER 1_ q. 1 _ So D.I. WATE ul 0)
vv
43 +00
10 0o STA 10+07.21 (10.04' RT) 41+00 42+04 ,
CO IINECT TO NEW St WATER = Q Z
SEE ADJACENT NOTE) CONTRACTOR TO FIELD VERIFY HE 90TH ST � <
LOCATION OF EXISTING W WATER
STUB AT THE INTERSECTION OF
201H 3TREET AND ABERDEEN Q
er MATE VALVE (�. x Mr � W ww
1 -e' Fore AVENUE AND At�usT of Fm YPIOQM�'ir , , NEW d" WATER MAIN AND THE W
CONNECTION LOCATION <
C-01 lDINGLY.
• ' r ` ] Z",%M ZSVEMM.► • �' ] w �� • ♦ • • 1 ZMA
• "T: F • • • 1• • •
`1• ; • • • • • • : r
RQL.L 1 � 8
WS -2
20 0 20 40 SHEET
1 "•20' - MOEN 19
scalle feet
li+tr l�LMI or 27
4c'; W-,empsf
APR 8
I
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N
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N
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2 8
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25
ace.*
LOT 25 SIDE SEWER
CONNECTION IN NE 20TH
-
ST SHALL BE REQUIRED
AS A PART OF THIS PLAT.
V
0
V
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J $
m �
-o
3 t
.
c�
CL
o
�
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IE 2" • 9 � ody
STN 22 +63.1 s 6
1. GRINDER PUMPS WILL BE REQUIRED
- : (17.84 RT) W - - - -
° Z ' 35" E 95 00' FOR HOMES ON LOTS 4-8 (NOT IN _ _ - - -- - "' m
� N 89 20
_,.v, _ L o c N 89'20'35" E I r< } o 9
.. I r
20 35 r 1 26.0 . F. 6 7. 3
its
b
�c
ci
� is
N �
'
,. 37
• IE 261.8D
t
F.F. 266.9 ZS9.e8►
'
o :� .VZ.
,o I ...... ............................... A..10+a7.33• •(25. L
i � N
8.
EASEMIENT (M)
-- ETA -'�'� �`�
� 89'20' 35"
.f3 E .74 ` N
9
IND
NONNI
r"
.r;
38+00 39+00 TO OL r WATER
1 1:9 COUPILM
57, a I w mm (mu I bul
srA 38+3609 (7.2er RY)
., } N 8762.52 E 10626.4"
CdnNM� DER to ix.
� wN
A CERTIf (CATION
i Navr caner twa nic MMaWX NO
vol womois Of T►a urnmes S+om
MOWN 8 1FR MUL1 OF A fIEiD SURVEY
/Ow01�lm
IN Its an {IIsOt M► O�RIION�
�uslow+cR s. MIII0 we
uM *wr w 4w M w jw w *"war OR N&WW 00 war *V400111 V1w► 1�..�sw�r tewe it
1 �
�4 0
WI if,
-6" W BEND (W X FL,) •-
-I x4r RMUCER (FL X M,J
GTALL !I•' AND I r SPOOL,s
REWIRED
EX. ERR
1
STA 9+93A@ (1.7er RT)
0 2. SIDE SEWERS FOR L015 Z4 AMU Z7
+ „i SHALL BE FnTED w1TH A 22.s z
9L SEND IN IOCA?01� -c
To ALLOW 1' o -1 °-
PROPOSED STORM LINE. sm S�MIER OD 0 rn
v SLOPE AS NOTED , (PWADE MIN. 23). O LA I o v
3. SIDE SEWER VALVES N �,=i I N 3
CITY OF RENTON MAY BE REQUIRED FM BUILDING ' .�► Z 839 unury
C SIDE SEWERS PER CITY Z '"i' c 4
0
• ; STANDARD DETAIL (NOT IN � m E N � 2 N c
pp �
' V�InY�U
• 4. HOMES ON LOTS 1 -3. 6 -12. 18-24
AND 26 SHALL K PROVIDED WITH FIRE
SPRINKLER SYSTEMS. WATER METER Z
r SIZE SHALL BE 1 r M1N. AS SHOWN OR
AS DIRECTED BY FIRE z STA 10 +35.14 (10.00' RTC .j
1 -FIRE HYDRANT ASSEMBLY 10 SYSTEM DESIGNER OR C.O.R.
uj I °-
_ WIND ____ _____ J
NEW Be WATER MAIN � W
SEE SHEET WS-3
EX. 60 D.I. WATER TO BE ' NOONf.O ` _ mj W
S D.I. !LTER 1_ q. 1 _ So D.I. WATE ul 0)
vv
43 +00
10 0o STA 10+07.21 (10.04' RT) 41+00 42+04 ,
CO IINECT TO NEW St WATER = Q Z
SEE ADJACENT NOTE) CONTRACTOR TO FIELD VERIFY HE 90TH ST � <
LOCATION OF EXISTING W WATER
STUB AT THE INTERSECTION OF
201H 3TREET AND ABERDEEN Q
er MATE VALVE (�. x Mr � W ww
1 -e' Fore AVENUE AND At�usT of Fm YPIOQM�'ir , , NEW d" WATER MAIN AND THE W
CONNECTION LOCATION <
C-01 lDINGLY.
• ' r ` ] Z",%M ZSVEMM.► • �' ] w �� • ♦ • • 1 ZMA
• "T: F • • • 1• • •
`1• ; • • • • • • : r
RQL.L 1 � 8
WS -2
20 0 20 40 SHEET
1 "•20' - MOEN 19
scalle feet
li+tr l�LMI or 27
4c'; W-,empsf
APR 8
I
0
a
IL
Ow
4c ope
J3
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4c
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W
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4c
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00 � z ij
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r,209 F. I = IF
• , • i • . yig. iF •, 1r. i' I " ANT
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VMPNUM 30TrWNE&V
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............. 29o........................................:......... ..........:..................:.
coNwWT :TAO do
8W 1/4, NE 1/4, SECTION 6, TOWNSHIP 23 N, RANGE 6 Eq W.M.
M FIELD: VERIFY
MIVERT AND SIZE. •
Fft 276.52
\ IE =260.01 (0" Sw) _
E=270.01 (a N. NE, E) SCOW
............. ................... ... ............ ................... ................... ....................... ...............:.............. .
.................... .. s` . .............................. ... .� -.... .. ....... .
:.............370 ...................................... :............................. ......... .................................... ..............
39 LF
a Pvc : SS
S=LOG%
............. 360:..................................................................... .......................... :.... ........... .
14 +00 15 +00
Al
ENT o�
�. _ ........:........... ..:... .. ......... ........ .. _ . _ . ...GRADE .ALONG'
it SEWER
�FINISHED .....
52 LF— 8"M SS S =0.50x
16 +00
KENNEWICKME 21ST PROFILE.
GRADE ALONG RIMS; :68-
SEWER 23 too bw N%
TDRANT
�;! a* ......... .... .......
r w
llN1w3.f4 -- -- — — RIM =281.65
IE =270.0 �a" NEB \ _
— — — _ — „-- — \ \ IE 271.61 (Be SW)
K =270.79 (d"` W) IE =271.71 (6" N. NE, W)
IE =271.00 (6" E) \
...................:...... .......... :................... :............. . ... :........ . .......... :................... :................... :...
142 LF d" PVC SS: S•0.50X
HE 21ST ST/MONT9119Y PRQFILE QONTR
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1..1 lw., tiw or R Ow w &&to mm 1l,A.AoINvb INgo1)$w "%~# -NW -fwd liMk If
S
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290
270
200
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HE 21ST ST/MONT9119Y PRQFILE QONTR
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17 +00
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1. ALL MANHOLES SHALL BE 4a" UNLESS OTHERWISE NOTED.
.-qS4ft 314 & 94 DA as cm 5
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.-qS4ft 314 & 94 DA as cm 5
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AAn WILT CERTIFICATION
5 0 5 10 1 MEN= CENn Y THAT TAE HORIZONTAL AND
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scols f"t y N.
20 0 20 40 "Or
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RECOYMEND� FOR APri:OVAL
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AAn WILT CERTIFICATION
5 0 5 10 1 MEN= CENn Y THAT TAE HORIZONTAL AND
VERTICAL, 1 " =5• 11ERIIC Of ME Lf MMES Mom
o 1 u oER MY o0
scols f"t y N.
20 0 20 40 "Or
HORIZONTAL 1 "= 20• C R So om
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SW 1/4, NE 1/4, SECTION 6, TOWNSHIP 29 N, RANGE a E,
STD. DETAIL HR
,. A.1
5 1 7 LF a" a.
W 43 +00
41+00 42 +00
I 1 I I I I
NE 20TH STREET
coHrwrcrae s►wL POTHOLE AND VERIFY TME ►+oRIzoNrAu. AND
VERTICAL ALIGNMENT of onsnnc uNE OR srue AND sr+Au srArrr
LAYING THE NEW urn AT THE SAME HoaIzoWK AND VERTICAL
AUGNMENT of THE acisnwc srue.
MY FORCES WILL rtLMMV THE FINAL CONNECTION FROM I+E NEW
LINE TO THE oasnNC srue WITH 0.1. SLEEVE ARD 61'V�
0
EXISTING 16" WATER LINE
EX. 6' W. M.
NEW s' fS FT
WATERLINE
SEE Notes
•••• r �� ••S w
CONTRACTOR TO FIELD —
VERIFY LOCATION OF EX. —_
d" WATER STUB AND
CONNECT AN ALIGN WATER
LINE ACCORDINGLY
CROSS (MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 20TAP & 20PL.UG
ONE 8040 FLANGE ON BOTTOM 10
ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF
TE BLOCK
EXISTING 16" WATER LINE —
ale go
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CITY OF RENTON (NAVO Sd)
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WATERLINE
SEE NOTES
1
1
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EX. 6" W.M.
I
I
ocATE ALL EX. NS
CONNECTIO
vALVES f •
REVONNECT TO
EXISTING 16" WATER LINE
AFTER ALL TESTING, CLEANING BY POLYPIG,
AND DISINFECTION, REMOVE TEMP. BLOCK
AND BLOW -OFF & CONNECT WITH SLEEVE
(W) & D.I. SPOOLS FINAL CONNECTION
BY CITY FORCES
_.. W W W
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45 +25.7
W
Z
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ABERDEEN AVE.
WMACM TO FIELD
VERIFY LOCATION OF
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DETAIL,
20
1 " =20• Mm—
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0 20
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3
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SEE NOTES
1
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EX. 6" W.M.
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CONNECTIO
vALVES f •
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AFTER ALL TESTING, CLEANING BY POLYPIG,
AND DISINFECTION, REMOVE TEMP. BLOCK
AND BLOW -OFF & CONNECT WITH SLEEVE
(W) & D.I. SPOOLS FINAL CONNECTION
BY CITY FORCES
_.. W W W
+ i
I.
45 +25.7
W
Z
.., ..�.
ABERDEEN AVE.
WMACM TO FIELD
VERIFY LOCATION OF
d" ST118. SEE
AM AFTER
DETAIL,
20
1 " =20• Mm—
scale
0 20
40
iia
feet
S- 3/6900 nvomodr
3
3
3
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AS LT CERTIFICATION '�.P,- 60AW�,
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MF.1 ON IB 1lIE RE' MT OF A FIELD
W K OR umm Iff DIRECII00L p• •
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