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NOTES
Y. CUT THE 4$' STORM DRAIN AS SHOWN. CLEAN ALL
CONTACT SURFACES AND COAT WITH BONDING
COMPOUND PR IOR TO CASTING CONCRETE.
2. THE FABR ICATED STEEL FOR THE LOW HEAD STRUCTURE
SHALL BE ASTM A -7 STEEL SHOP LINED WITH COAL
TAR ENAMEL. DAMAGED SURFACES SHALL BE FIELD
COATED. ALL WORK SHALL BE IN ACCORDANCE
WITH AWWA SPECIFICATIONS C201 AND C203. NO
COATING IS REQUIRED.
3. ALL WELDS SHALL BE 3116" FILLET EXCEPT AS SHOWN.
4. THE 8" STEEL FORCE MAINS SHOWN ON MANHOLE
R18 -29 SHALL BE SCHEDULE 20 STEEL COAL TAR LINED
AS PER NOTE 2.
5. THE DROP CONNECTIONS SHOWN FOR MANHOLES
R18 -28 AND 29 SHALL BE 114" STEEL PLATE PER ASTM
A 283 GRADE C AND COAL TAR LINED PER NOTE 2-
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I I AS CONSTRUCTED
DATE JAN 1569
C0/VC. SHELF
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NAL /�NA
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DESIGNED Mco
DRAWN j'}'G
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CHECKED rl ��
METROPOLITAN
BROWN AND CALDWELL
HILL AND INGMAN R W.
ENGINEERS
CAREY AND KRAMER
BECK AND ASSOCIATES
M UN I C
.PA L I T
Y
OF,
METROPOLITAN
SEA T L
F,l_E -8218 B_
RENTON
SYSTEM
TUKWILA INTERCEPTOR
SPECIAL STRUCTURES
PLANS, SECTIONS AND DETAILS
DRAWING NUMBS R
54 6
- ,
SUBMITTED
Design Engineer - Metropolitan Engineers
RECOMMEtVDED
Project Engineer - Metropoliton Engineers
��
APPROVE
Chief ngin r - tropolifon ng eers
/
APPROVED
for Metropolrron En
APPROVED
For Municipality of Metropol ton �euttie
SCALE
AS NOTED
JUNE 1967
DATE —
SHEET NUMBER
6 of 11