HomeMy WebLinkAboutW-381216CV
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TOP SECTION VIEW
1'-6"
2
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2'-6"
1'-6"
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CONCRETE SHALL 3900 P.SA. READY NIX POURED IN PLACE
2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOGETHER.
S FORMWORK AT FACE OF ANCHOR ypulc MUST BE RETMOVED.
BACKFLL AT FACE OF ANCHOR WALL (MUST BE COMPACTED TO
95% MAX DRY DENSITY BASED AST11 01557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN -
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HIGH VISIBILITY SILT FENCE DETAIL
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DEPARTMENT
MAW. : 20 JUL 212AS=BUILT
RE,QSEID FOR W-381216
FILE NAME c:lpwworking\nai\_x_grim ando\d0321992\C8811_DE_UTD13.dgn
TIME 8:27:47 AM RENOON STATE FED.AID PROJ.NO. a"� P. yF TON PLAN REF NO
DATE GRima17 10 was w`��oF�AS� 1-405 / SR 167 INTERCHANGE UTD13
PLOTTED BY GRimando
TAP
DIRECT CONNECTOR
DESIGNED BY G. RIMANDO JOB NUMBER
Washington State SHEET
ENTERED BY G. RIMANDO REV 0 -RFC 07/20/17
w
CONTRACT NO. LOCATION NO. �.�' ��, 33747R�p ; De Department Of Trans OrtatlOn 209
CHECKED BY B. HELSLEY REV B -FINAL REVIEW 07/10/17 �s c/s1E P P
PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 04/04/17 "'/ONAL w 7120117 887
REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX DATE P.E. STAMP BOX DATE UTILITY DETAILS SHEETS