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HomeMy WebLinkAboutTED4001825.12U m 0 P-1 OAKESDALE CHANNEL AVENUE EXISTING I GROUND VARIES I E 3 i SEE NOT 2' VARIES TO CONCRETE BARRIER, TYPE 2 VARIES w N Q 27 �jl I SECTION C STA 10+90 TO STA 12+20 LT STA 15+75 TO STA 16+75 LT P-1 CHANNEL Z O Q U Z w C yF O U J Z cr cat > 0 O O d FlM OAKTYPX SyS ID 154 TMT 10-9-67 716�1- !� D --✓8a` FERGUSON 6 S^NS INC j1704 VARIES SEE PLANS CHAIN LINK FENCE, I TYPE 4 I VARIES EXISTING CONCRETE BARRIER, GROUND TYPE 2 --- i I r— 2.5 1� 2 1 L_ 2.5 35.5' VARIES SEE PLANS 2% F, 1 7 1 1 2 SECTION A STA 12+20 TO STA 13+34.88 LT OAKESDALE AVENUE OAKESDALE AVENUE 34.5' VARIES 29' TO 30' VARI 27. CURB AND GUTTER TYPE W (TYP) S.W. OAKESDALE AVENUE S.W. ti SECTION D STA 10+25 TO STA 11+63.83 RT STA 15+61.51 TO STA 16+89.37 RT > STING GROUND AP STATION PAD 12+59f TO STA 13+15± 3T1NG GROUND \I01 n *;15563 j ss�`DNAi. N OTES: 1. ROADWAY UNDERDRAIN IS NOT SHOWN. FOR DETAILS OF UNDERDRAIN, SEE UNDERDRAIN SYSTEM SHEETS. 2. RETAINING WALL FOUNDATION AND BACKFILL MATERIAL CALL —OUTS ARE NOT SHOWN. FOR DETAILS, SEE RETAINING WALL SHEETS. 3. SEE GRADING AND FENCING SHEET. SURFACING 1O ASPHALT CONCRETE PAVEMENT CLASS B O2 ASPHALT CONCRETE PAVEMENT CLASS B O3 ASPHALT CONCRETE PAVEMENT CLASS B ® CRUSHED SURFACING BASE COURSE O5 GRAVEL BACKFILL FOR UNDERDRAIN CRUSHED SURFACING BASE COURSE © CRUSHED SURFACING TOP COURSE O7 TOPSOIL TYPE B EXISTING GROUNE SURFACING LEGEND DEPTH 0.15' MINIMUM COMPACTED DEPTH 0.15' MINIMUM COMPACTED DEPTH 0.20' MINIMUM COMPACTED DEPTH 0.35' MINIMUM COMPACTED DEPTH 1.50' MINIMUM COMPACTED DEPTH 0.70' MINIMUM COMPACTED DEPTH 0.50' MINIMUM COMPACTED DEPTH 0.35' MINIMUM STATION LIMITS 11 + 09.91 TO 17 + 00.00 10 + 10.15 TO 16 +89.37 10 + 10.15 TO 16 +89.37 10 + 10.15 TO 16 + 89.37 11 + 35 TO 16 + 40 10 + 10.15 TO 11 + 35 16 + 40 TO 16 + 89.37 PUMP STATION PAD 10 + 10.15 TO 16 + 89.37 FOR DIMENSIONS AND GRADING SEE PARKING LOT LAYOUT, SHEET 4A PARKING LOT, AS BUILT RECORD DRAWINGS Revisions Drawn by Date G- t r- 89 f THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON1 THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, sZ TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR 1 OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE ,} RECORD DRAWINGS. !ORROW VP451oc(MULEA CITY OF R E N T O N DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS OAKESDALE AVENUE SW � .. DESIGNED (- DATE_A-f4/? 2, 1988 Fk{ILE NO.- RECOKD DRAWING IACTS %-I5-8� DRAWN-_ CWMunLL'll 1 fkAw&rp Pnkr3 Ay WIDTH CHECKED KSN SCALE Y __ FIELD BOOK_- .PACE NO. REVISION BYAPPR. DATE APPROVED- � .:, N-'_,- D IPZCTOR OFPU BIIG WORKS SCANNED MAR 2 8 ZW3 / 0 2-1 �