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HomeMy WebLinkAboutSWP2702103.5 (2)�k p .-; 0 � 70 EL, 1 Maintenance Berm ' _ -_ — 1' Thick Preformed '� ---- �- 6� `n Joint Filler Cy N33°20'W I �� 12030, EXISTING 4 J GRADY WAY BOX CULVERT r- � � L o w F!o w Ch annef� - EL. 17.0 or - Slope 3:,1 GRADY WAY BOX CULVERT i EL. 2.1 -� j EL. 0.1 .1 i f 1' Thick Preformed _- i Joint Filler s - wo.? PLAN 10 0 10 20 Scale in Feet 20' �� - ---- --- ------.- I EL. 17.0 / EL. 15.0 (EL. 13.0 Maintenance Berm o r-I 55i S=.01 ,ft/ft r Cover Pipe Opening `� �` 6' Perforated Plastics -' Ct Low Flow Channel with Stainless Steel Drain Pipe Cap end of Drain Pipe ✓ Mesh Screen ELEVATION =0.1 Of tat 19' ct3 Varies { ? M a X . S i I V/ u I r f f --Compacted Earth Fill r � r j o � O1 �. E� Place Filter Fabric between" o� — Drain Fill and Earth Fill >,- N at all points of contact cI 2' ' 6' Drain Fill 6 Perforated - - Plastic Drain Nco, — - -- - Pipe n � co 7' / Compacted Shoulder Ballast Foundation -- Vol, TYPICAL SECTION NYS 2' co ; � � "�J APR 13 D 4=,2103 WINCWALL DETAILS P-1 CHANNEL STA 680+26.37 to 706+55 EAST SIDE GREEN RIVER .WATERSHED KING COUNTY, WASHINGTON U. S. DEPARTMENT OF AGRICULTURE U SOIL CONSERVATION SERVICE oat e KBAPDroved bY------------------------- DeslQned.-------------------------- --7/86 ---- T,tle----------- ---- ---------------- Drawn---RB ---------------------- 7/86 ------------------------------------ Title-------------------------------- Traced ---------------------------- -------- Sheet Drawing No -No o°-43 ESGR—CO-2 SCS-ENG-313-3 Rev. 10-75