HomeMy WebLinkAboutWTR2703131.1SECTION 3, TOWNSHIP 21 N., EANGE 4 E•, W.M.
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�TXtiTION: NATURAL GAS Ll ES IN THIS AREA
BE OF SHALLOW DE TH. CONTRACTOR
PTO COORDINATE WITH GAS COMPANY TO
':�ELOCATE GAS LINES TO ATISFACTION OF
ZBOTH CITY OF RENTON D KING COUNTY
FOR HORIZONTAL (UTILI SEPARATIONS)
AND VERTICAL (MINIMUM BURY).
0
0
STA. 6+62.55, 1.50' LT.
1 - 8" TEE (MJxFL)
1 - 8" G.V. (FLxMJ)
1 -- 8" VERT. CROSS (MJxFL)
2 - 8" BLIND FLANGES
ONE W/2" TAP AND 2" PLUG
1 - 8" PLUG (MJ)
2 - BLOCKS
RECONNECT SERVICE
I
BEFORE REMOVAL OF
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EXISTING WATER LINE
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STA. 6+
7.55, ZERO OFFSET
- EL. = 232.02
NOTE: CONTRACTOR
TO COORDINATE UTILITY
CONSTTtUCTIQIV
A\b •/
30/a
f IN THIS
AREA WITH INSPECTOR. EXCAVATION
FOR THE NEW
Ln
WATER L
NE WILL HAVE TO TAKE PLACE
PRIOR TO FINISHING
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AND COMPACTING
ROADWAY PRISM TO Fl
ISH GRADE. EXTRA
CAUTIONWILL
BE NEEDED TO PROTECT
WATER LINE DURING
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+34.96, 20. 0 RT.
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EXISTING GRADE
PROPOSED GRADE
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BLIND FLANGES
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ELECTRICAL CONTINUITY,
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IA_ 5 �T I T.
SSMH NO. 4, 48
SE DETAILS)
I NOTES:
,
R CROSS,
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RIM = 225.36yH
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1. SEWER
PIPE Ml.
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2. THE
STEEL CAS
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CT TO EX.
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PF
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9). INSTALL TEMPORARY CAP
INC WATERLINE RFEORF --
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BY CAREFUL
FRO
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SPU
REMO
NG PORTION OF OLD LINE.
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PREY
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STA. 4+17,4, 12.
SSMH NO. 3, 4
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CASING
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_ RIM = 209.531
I.E. _ Z8a-42 (
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4. CDF
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ATTLE INr
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ss �"r o y
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ILE
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STA. 3+86a5=t, 12-.-�5' LT.
'B'
SCALE: 1 " = 20'
(H. ), 1 " = 5' (V.)
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SHALLOW TYPE
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RIM = 204.3.4 Z$ �
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CASEMENT
"OTHER
68.2 LF 12"
WELDED STEEL CASING
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1
DTL.,
CONDITIONS",
WITH BONDEP
EPDXY COATING
POLYURETHANE OR
AND WITH CATHODIC j
AU�O�
CHECKED
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,
I i.vi� IrCR J-t'.U. Z>1ANDARDS
_ NOTE:
80 --- /393 SHEET)-- - -- -- -- _Z7N7RACTOR-TC�DETERM ANY CONFC(CTS EXIST --
2-98.1- LF 10" HDPE 3408 /9, 7,,/ BETWEEN NEW SEWER MAI AND EXISTING 2" WATER
Q CONFORMING TO C906 0 o LINES IN THE CEDAR RIVE PIPELINE R/W AND BRING
(INSTALLATION TO BE PEF r THEM TO THE: ATTENTION F THE EN
0 � MANUFACTURER'S SPECS. ENGINEER FOR RESOLUTI N.
Z �3 +00 �I
FOR PROVIDED PIPE COVER)
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LOC�4T10N>YYARxOR
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TOCit(.. OMPLIANCE
ST NDARDS
I GOI,KFIRm THAT THB LOCATIO
CommENn REFLECTING
_
!s, EUiyATIONS, DBMIX AM A"UILr
ACTUALLY USED DURINQ
- _
_ - - - Date 3 Z o y
0 ,per 2
c�
CaNST RUC ITOK ACCiJRATEI,
DBT1E D BY R UND
RI�.I�LFEC'TS RXISTING FIELD CONDMONS
MY DIRECT SUPERVISION
Da+.
At, k�'
DATIB:
ON 7M
e
FXplp_s
11kidCt Date_3 36 0
RE OMMENDED
FO APPROVAL
BY
BY_
0
- lZ
S� A L ECG\
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
W-31 3110
- 10" HDPE SANITARY SEWER CARRIER PIPE
— 12"x1/4"x68.2' STEEL CASING PIPE
0G MATERIALS SHALL CONSIST OF THE FOLLOWING:
i >T BE MADE OF MATERIAL CONFORMING TO TABLE
(:;RITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK).
AGS FOR THE SEWAGE PIPE SHALL CONSIST OF WELDED
THE CASING IS REQUIRED.
HE STEEL CASING SHALL BE A BONDED POLYURETHANE,
NVALENT.
ONDITIONS (FOR SPU UTILITY PERMIT CROSSING)" ON
iM 12" FROM TOP OF SPU'S SOUTHERLY PIPELINE TO BOTTOM
THIS DIMENSION IS TO BE VERIFIED DURING CONSTRUCTION
('AVATION TO THE: PIPE SURFACE WITH A REPRESENTATIVE
:ENT.
CKNESS OF ETHAFOAM ON THE BOTTOM SIDE OF THE
='IPE IF THE VERTICAL SEPARATION IS LESS THAN 18".
NCH AREA TO BE INSTALLED IF REQUIRED BY THE CITY
PECTOR.
CASEMENT ACROSS CEDAR
RIVER PIPELINE R/W
N.T.S.
NOTE: SEE SHEET 8 FOR
`ITHODIC PROTECTION DETAILS
EXPIRES 9 JAN 2006
STAMP NOT VALID UNLESS SIGNED & p^ED
' ±O i" r' 0 ,�r 9 A 1v
i rl
- DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASI iINGTON 98002
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ENGINEEFIINC; - SURVEYING
LAND PLANNING