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HomeMy WebLinkAboutTED4001910.11Per Manufacturers_ Per Manufacturers Specifications Specifications l 112" Galy. Steel Pipe• r I -A I Weld Joints I I n Cement Conc. S/W Per rn I City Of Renton Stds. .., ASea Detail Below Compacted Subgrade — Cold Joint When Not Constructed Integra/ With Sidewalk As Can Be Achieved Per Field Condition 0 O J 5' Conc. Sidewalk c' Per City Of Renton Grout #'3 Reinforcing U-Bar At Each Post ,See Be/ow 7-1 2� /6 GA Ga/v. Steel Or • As Req d By City Of iUr/ rnr=rajll: Renton M4 I,II W Tegul Minera/ead Z,ill J Or Equal 6., —4 4 SECTION A - A #4 Continuous Rebar 6"Min., Where Sidewalk is On 18" Min. Top Of Ecology Block, Thls Dimension Shall Be /2" M/n. 21/4" R Or Radius As Per Manufacturers Requirements HANDRAIL DETAIL C� Not To Scale See Defa// Above 0.5' Where Handrail /s Req'd. /..0_+ As Can Be Achieved Per Field Conditions 5' Conc. Sidewalk Remove As Regd Per City Of Renton - � 2 : /Slope \ (Max.) Approx. Top_ Of Wall (TW) '� � =III' o.��. . _74 . �o III�'Ill Precast Conc. Ecology Blocks — Number As Req d. RIW F sl m �I I'Min. Unless Shown Otherwise — I Approx. Ground (Grnd) 00K Per Plans bed Ex/sl/ng Ground (/.O'M/n. Unless Shown Otherwise ) Compacted Subgrade As Req'd. Per City Of Renton — P Thick Alin.) 6 O °6 b� a ,3a G oa cb --- G o o a /112" Washed Rock Exlend To Finish Grade C Unless Ecology Block Wall Is -Under Sidewalk � a G000 0 00 0 / o00O 00 Existing Ground 5 G (1l11 1 _Ill Filler Fabric, Typar 320/ Or As Req d. By Manufacturer Or Approved Equal) 4 " 0 Perf. P. V. C. To Storm Drain System , S= 0.5% Min. Maintain 2' Cover (Min.) See Sections For l.E's Compacted Subgrade NO TES I. Where Blocks But/ Against Exist. Utility Poles, Contractor Shall Contact That Utility For Addillona/ Requirements 8 Support Of Poles (If Req d) 2. Where Blocks Buff Against Ex/st. Utility Poles, Install Filter Fabric For 20' Each Side Of Pole B Along Back Of Wall To Prevent Washed Rock From Escaping ECOLOGY BLOCK WALL Z/\ Not To Scale - /9/D REVISIONS NCIDESCRIPTION DgrF , Rv iQEcology Block Wall M.L, Per Clienl Req. 1-30-89 ct Ln Ln 00 O00 rn 00 N c� O tD Z 00 = N O N > Q — a3 0 Z N 0 O (1) C C — Z O It W -C CY) oc a z O z W W 0 V z Q O � W CL Cl) SQ G_ 0 O " z W Z O Z W LL- 0 J JOB NO. 299-02-881 DESIGNED J.B. DRAWN M.C.L. CHECKED L.T.P. DATE January 1989 DATE OF PRINT R-8A :13A o, 35 SHEE b a O u CI