HomeMy WebLinkAboutWTR2703116.30+00
0+00
360
350
340
320
DATUM ELEV
315.00
LC
n
M
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N
W
U
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
EX. COND. /
SW 114 SEC. 17, TWN. 23 N., RGE. 5 E. 3+35-10'L T
8 X6 TEE(MJxFL)
6" GV(FLxM✓) J+J5-10'L T
BENCH MARK. 8� PLUG(MJ) REMOVE EX. 8" PLUG
W 6 x6 TEE(W) & CONC BLOCKING --o
CITY OF RENTON B.M. NO. 260 CHISELED SQUARE AT Q- 2-6" TRANSIT70N COUPLING (DI TO DI) NEW CONNECTION
BACK OF WALK INTERSECTION, NW CORNER SOUTH I� 4-3/4" SHACKLE ROOS 8 VERTICAL CROSS (MJxFL) ,
7TH ST & HIGH AVE. SO. CONC BLOCKING 1 - 8" BLIND FLANGE
ELEV = 357.87'
ii 1 - 8" BLIND FLANGE WITH
ZI I LU , f`
CONNECTION DETA
ON SHEET 2
80 j
I IE=34 TS— — / HYD`
i2"S� Pa 3' 2
--
---------------- --- ------------------------ -----------EX 2"W--- --------'--- �----�'�-- 6"Cl--`6"C.1T0 REMAIN BEE
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8-DI 3+00 131LF L 54 DI RJ
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HIGH A VENUE S. ' �, ='
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NEW TEST STA T/ON
SEE DETAILS ON SHEET 2.
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OR ROAD WA YS.
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— — 4+ 6-6- 7 L T C/'
CB TEX. SS MH
YPE 1 1 f " TEE (FL)
_ RIM=345.77(LOC G LID) / p w
1EM339.088 RIM=34S09 IE=341.27 E,N ` ; Q f I 6» SPOOL 18" LONG w
/�� T[-: 2 6- DI COUPLING SLEEVES �M�) b9, 2b-MAL�!>%VVM5
Y 0 TES: J.� 1E=333.37-E,N / �, t ,� G � „
JF X , �o/ p / f: 2 6 ADAPTOR(FLxMJ) � Q
1. CONTRACTOR TO VERIFY EXISTING UTILITY LOCH TION, ��1, y`� / 2- b j GV (FLxMJ) - I - 8 x 6 REDuea vs,c MS)
TOP ELEVA TION AND INVERT ELEVA TIONS BEFORE /` �' . 2 , �, �� i 8 VERTICAL CROSS (MJxFL) Q a
ANY CONSTRUCTION EXCA VA T/ON BEGINS -� ,� f .�0 1 - 8" BLIND FLANGE Q
P�l,,'. , 1 - 8" BLIND FLANGE W/ TH rLL; Z z
'flit CON'(R&C_T 0 R &ND 1l116 'DEVE LL,PER MusT CO MP L( wStN , / ,' r' `�QQ f � ,�° / 2" TAP & 2" PLUG o
1-8 45' BEND(MJ)
kLL CAND I' IG MS AND (ZEGrul 2 E MINTS Df 'tVtE LITILI'f'( CQGSS(t46 PE2M if No. 3Z8-432 %' r' � O� � Z � w
/'`' EE CONNECTION DETAIL z
ISSUED (44 SEAVTLC PUBLIC UiILI111E5 SPU) IU T1•tE CIN 6F (lr_+l'I6N. / � fps �Q Hm(-D IR H. T
Gjo ,% f. ' @ ON SHEET 2 J = �11 F WAS
5- o�
/ ,- m
`� , % . �� RESTRAINED JOINT PIPE i
T1�6 CLN'iRAC'(D(L HllSC NU'flf'i SPU A[ LE✓PrsT '(wo woQKIHG 'DA`f5 `t'� / / /1- �; � -
PR � / /' ,- /' L' JOINTS SHALL BE RESTRAINED USING UNIFLANGE
10 2 'CD STA Q N W o ��c Lu �'!H r N 5 Ll S 2161 %- o'F - c� A Y G� `�, f r r 4�i' / SERIES 1300 ON DI PIPE. ALL FITTINGS SHALL s `� o
P / ; A �(,-`` BE STANDARD DUCTILE FITTINGS JOINT BOND ��' I
SPU CaN� Ac-C ST Ikff : S h!l o Y G R I� Y 4 2 5 - 2 55 - 2 2 42 � � ,,r %'` / j rraL �
Gt2 fi / ' / ALL NEW DUCTILE IRON PIPING.
o N `i S- 2 2 4 2
1+00 ,f
AND &LSO ; LE-5 HCL56 H 2+00 - 20 6 - 684- 591 l 3+00- /' f X �. 4+00 5+00
f /
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`SOU - 24 NoLtg_ eK6QGtNL`( moAc- t1o: 206- S86- 1800 EXi # 3 PROVIDE JOINT BONDING FULL LENGTH
nivv t,vvuX rn n i viniL_ i vL_ r nnni
EXISTING 6" DUCTILE WA TER MAIN
TO REMAIN /N SERVICE.
------- 360
RELD MEASU D CLEARANCE
FROM EX. ROD SURFACE TO
TOP OF EX. SiFA TILE WA TER
TRANSMISSION JPIPES.
`12 \
4 R PIPE
ANODE
EX.' CL PROFILE TS '_ CABLE ,
17# MAGNI , i 1 4+68-7LT
EXPIRES 6,22/05
IS- TEST STA TION
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- ANODE ' " _
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DIA STEEL _ PIPE-6" SPOOL _ _T8" LONG a
LOCH TE ANODE MIN 5' i x
EX 8" D/ WATER I STEEL __ 6 DI COUPLING SLEEVE W
FROM 8 D/ AND 10 8" GV (FLxMJ) 0 g
FROM S. P. U. PIPELINES 15' 10 N=CONNEC
SEE SHEET 3 OF 3 SEAT7LE WATER LINE CROSSING DETAI41 SEEFOR DETAILS. AT HIGH AVE. S CONTRACTOR TO VEP/FY. ON
3+35-101 T
CONNECT TO "
x6 MJxFL) NO TES:
CONNECTION DETA/ TYPICAL FOR SEA TTLE PIPE LINE CROSSING.
ON SHEET 2 1. ANODE HEADER CABLE SHOULD BE AT 2' BURY. IF IT HAS
TO BE RAISED -OR LOWERED, 774E SEA TILE WATER DEPT. _
MUST BE CONTACTED. THIS CABLE MUST BE LOCATED
BEFORE ANY EXCA VA RON. THE CABLE MUST BE HAND
DUG TO PREVENT NICKS OR DAMAGE TO, THE HEADER CABLE.
I 2. 6" POL YFOAM PADS FOR SEPARA 77ON WILL BE
ALLOWED BETWEEN THE SEA TILE PIPE LINE AND
7HE NEW WATER MAIN.
J. INSTALL 17 POUND MAGNESIUM ANODE NEAR THE MID SECTION
OF THIS NEW LINE BUT INSTALL IN NATIVE SOIL, (NOT PEA
GRAVEL OR CDF) AND RUN LEAD WRE TO THE CLOSEST TEST
STA 770N. MAINTAIN 5' SEPARA 77ON FROM 8" DI PIPE AND
10' SEPARA77ON FROM SEA TILE PUBLIC UTILITY PIPELINES. -
HIGH A VENUE S.
SCALE
1 "=20' H.
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RECOMMENDED
FOR APPROVAL =
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