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1. FLANGE SURFACES SHALL BE MACHINED FLAT AFTER FABRICA-
TION AND SHALL BE MATCH DRILLED.
2. THE BOTTOM FLANGE OF THE ACCESS TUBE SHALL BE IN A
COMMON PLANE WITH THE MATCHING STAINLESS STEEL SEAT-
ING RING. MAXIMUM DEVIATION INCLUDING SURFACE
VARIATION SHALL BE 1116 ".
3. WELDS SHALL BE 3116" FI LLET CONTINUOUS UNLESS OTHER-
WISE NOTED.
4. NEOF RENE GASKETS SHALL BE CEMENTED TO THE UPPER
FLANGE WITH AN INSOLUBLE CEMENTING MATERIAL AS
RECOMMENDED BY THE GASKET MANUFACTURER.
5. THE O -RING GASKET SHALL CONFORM TO THE SPECIFICA-
TIONS GIVEN FOR REINFORCED CONCRETE SEWER F IPE
JOINT GASKETS.
6. ALL METAL SHALL BE ALUMINUM EXCEPT AS NOTED.
7. FURNI SH ONE COMPLETE SPARE SET OF GASKETS,
O -RING &FLAT FOR AN ASSEMBLY OF 1 -10' & 44
SECTIONS OF ACCESS SHAFT. GASKETS SHALL
BE PACKAGED IN PROTECTIVE WRAPPING AS
RECOMMENDED BY GASKET MANUFACTURER AND
MARKED "GASKETS- ACCESS SHAFT'.
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MUNICIPALITY O F M E T R 0 PO L I TA N S E AT T L E
W21LC
WEST POINT
KENMORE INTERCEPTOR SECTION 2
ORA'N NUMBER
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PLAN, SECTION
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12 OF 27
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KENNYDALELAKEFRONT
MAY 2003
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1917 First Avenue
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STIFF RING
SEWERIMPROVEMENT
Seattle, Washington 98101 ®
1
DRAWING CONFORMED TO CONSTRUCTION RECORDS
12/03
\ I 1
L «E ••a J
DATUM
Planning /Building /Public
Try !
KENMORE INTERCEPTOR SECTION 2
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206 -443 -5300 Fax: 20&- 43 -5372
NO.
REVISION
BY
DATE
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LOAD BINDER .. ff5RICAN �30G
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NOTE:
CONTRACTOR TO VERIFY SHAFT
DIMENSION, R[(TStJB(9i €FklitlG
SHOP DRAW(iA�Ex`i ='
A O.3 S. S. M• 5
(EQuA41-Y SPACEO)
3'x 3/4 <
STIFF RIA16
_ 4ENE GASKET
DETAIL ss
SCALE: HALF SIZE
,
a.
I
DETAIL S9
SCALE: FULL SIZE
NOTES: %5s0462
1. FLANGE SURFACES SHALL BE MACHINED FLAT AFTER FABRICA-
TION AND SHALL BE MATCH DRILLED.
2. THE BOTTOM FLANGE OF THE ACCESS TUBE SHALL BE IN A
COMMON PLANE WITH THE MATCHING STAINLESS STEEL SEAT-
ING RING. MAXIMUM DEVIATION INCLUDING SURFACE
VARIATION SHALL BE 1116 ".
3. WELDS SHALL BE 3116" FI LLET CONTINUOUS UNLESS OTHER-
WISE NOTED.
4. NEOF RENE GASKETS SHALL BE CEMENTED TO THE UPPER
FLANGE WITH AN INSOLUBLE CEMENTING MATERIAL AS
RECOMMENDED BY THE GASKET MANUFACTURER.
5. THE O -RING GASKET SHALL CONFORM TO THE SPECIFICA-
TIONS GIVEN FOR REINFORCED CONCRETE SEWER F IPE
JOINT GASKETS.
6. ALL METAL SHALL BE ALUMINUM EXCEPT AS NOTED.
7. FURNI SH ONE COMPLETE SPARE SET OF GASKETS,
O -RING &FLAT FOR AN ASSEMBLY OF 1 -10' & 44
SECTIONS OF ACCESS SHAFT. GASKETS SHALL
BE PACKAGED IN PROTECTIVE WRAPPING AS
RECOMMENDED BY GASKET MANUFACTURER AND
MARKED "GASKETS- ACCESS SHAFT'.
w
ONTRACTOR TO REPLACE zs GASKET AND PROVIDE CHAIN AND LOAD K c rt.cat s
DETAIL ss EXISTING O -RING GASKET SECTION s s P� of • <S yti'Z apo� N° �
J oe •'AS '1
BINDERS AS NG CED. REMAINDER OF
SCALE: 3 " =1' -o AS REQUIRED TO PROVIDE SCALE= I "= I' -o DRAWING IS FOR REFERENCE ONLY
WATERTIGHT SEAL
THIS DRAWING REDUCED
TO HALF SIZE
W
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DESIGNED MCP
METROPOLITAN ENG'NEERS
MUNICIPALITY O F M E T R 0 PO L I TA N S E AT T L E
W21LC
WEST POINT
KENMORE INTERCEPTOR SECTION 2
ORA'N NUMBER
DR.— DS If WG
BROWN GND CGLDWELL CccEy A%FD KRGMEn
c. _
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SHAFT
9
MEET NU MBER
CREC,cED �j�
HILL GND INGMGN P W BECK uN_• GSSOCGTES
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E_R „ «_.= .e „o, .. "oa,A <A,,.<
AS NOTED
AUG 1964
PLAN, SECTION
AND DETAILS
12 OF 27
_
Tetra Tech / KCM, Inc.
NO SCALE
CITY OF
KENNYDALELAKEFRONT
MAY 2003
R
—_
1917 First Avenue
RENTON
SEWERIMPROVEMENT
Seattle, Washington 98101 ®
1
DRAWING CONFORMED TO CONSTRUCTION RECORDS
12/03
L «E ••a J
DATUM
Planning /Building /Public
Works Dept.
KENMORE INTERCEPTOR SECTION 2
S3
•wp •�>• —lab!
206 -443 -5300 Fax: 20&- 43 -5372
NO.
REVISION
BY
DATE
APPR
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