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DL2 Line 5+a. 63 +53.1 BK =
DL2 Line Sta. 63 +53.1 AHO (9.5'Rf.)
AOLine Sta. 65+ -87.2 (10.0' ft)
Sta. (.3+71,14 Kt. NO
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P � S.W. SWyi- t St. Sta. 13 +75 -36=
And 10 "Yellow Plastic Traffic Buftrns K. S' 12. 13 i3 \ PL? brie. 5ta. G2 +91.10
Sta. 63 +1{0, 24° White Stop Bar 5• R E. Valley Rd. S+a. 10+91.39
C*ACT' ! /AI I CV Df)Ai1 Sta. 63 +19 7.5'Lt.
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AELIZATION
KING & ENGINEERING, INC.
JE, WASHINGTON 98004 Phj206)455 -5320
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DATE I -22 -80 DEPARTMENT OF ENGINEERING
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