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HomeMy WebLinkAboutD-281729E 1,29 A a cs E 1,29�g50 B 10 30 20 10 4 4 h 9 v 2 O o �Og. 00ci tz 3 0 7 LOCATION 7Y SEE NOTES nM oI ea vii. F'I nu N 0 z P' I. TX1 3 N 185,169. I L ^' 10 SCALE 1" = 30' E 1,298,935.35 0 °x O= x 0 L3 a In m + �v LA F F v v + �v cu F o 0 0 a a 0 0 + °w cu N o . In x + 0 M F F ¢ 0 a rl co U (U 0 F— 0 a- 0 a a v> W N W La F SCALE: 1" = 30' x X KEY PLAN RENTON WASHINGTON FU �o D,> PL,n ° °<oEO NO SCALE D B -99 -0017 I E- 19 -1 -70 98DEC03 C -33 D .: o� 6R8 .� I vieei 41 3 2 SCANNED SEP 13 2002 L s � 12 8 1 5 IL+A-1 PROFILE TX1 F SCALE: 1" = 30' 27e 2g,, 4 o 2 0 _A z E 1, 298, 988. 49 b � o C�- m rn 0 0 Of a a a REVISIONS DESCRIPTION DATE Br L/ODIFIED PER AS —BUILT INFORMATION I', 7/2W AU z i) I � I t �y I 1 K ib114.3 1. ALL EXISTING PARKING IN AREA MOWN TO RECEIVE CLASS A OVERLAY SHALL REMAIN_ PARKING SHALL BE STRIPED OCCORDING TO SPACE TYPE AS OUTLINED BELOV HEAD IN SPACES - SHALL BE STRIPED PERPENDICULAR TO CURB 16' LONG AT 9' SPACING. ANGLED SPACES - SHALL BE STRIPED AT 53' MEASURED FROM CURB AND BE 21' LONG AT 9' SPACING. ANGLED TRAILER SPACES - SHALL BE STRIPED AT 53' MEASURED FROM CURB AND BE 30' LONG AT 9' SPACING. 2. CLASS A OVERLAYMENT SHALL BE 2' CLASS A AC PAVEMENT ON EXISTING CLASS E PAVEMENT, EXCEPT AREAS OF PRO AUGN- MENT TO BE REALIGNED AS SHOWN. PREPARATION, MATERIALS, AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH WASH DOT SPECIFICATIONS. AS —BUILT 1" _ 30. 30' 15' 0 30' 60' IF SHEET IS LESS THAN 32" X 21" IT IS A REDUCED PRINT, REDUCE SCALE ACCORDINGLY U.S. ARMY ENGINEER DISTRICT, SEATTLE CORPS OF ENGINEERS Z SEATTLE. WASHINGTON C -33 C -35 C -37 C -39 LOWER CEDAR RIVER FLOOD CONTROL LEVEES & FLOODWALLS - C -36 C -38 RIGHT BANK PARK TRAIL PLAN & PROFILE I v I 5 v l 1 + PROFILE TX2 F SCALE: 1" = 30' x X KEY PLAN RENTON WASHINGTON FU �o D,> PL,n ° °<oEO NO SCALE D B -99 -0017 I E- 19 -1 -70 98DEC03 C -33 D .: o� 6R8 .� I vieei 41 3 2 SCANNED SEP 13 2002 L s � 12 8 1 5