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'9l1a.c. <br /> <br />. -. <br /> <br />, <br /> <br />~. <br />-, <br /> <br /> <br /> <br />Ir - <br /> <br /> <br />'- <br /> <br />, <br /> <br />" <br /> <br />~__. 4 Y. at. 11"0.0. <br /> <br />.4 at. 6"o.c. <br />EACI-I WAY <br /> <br />I <br />, '- <br />" <br />I <br /> <br />, <br /> <br />, <br /> <br /> <br /> <br />" <br /> <br />'- <br /> <br />" <br /> <br />, <br /> <br />'- <br /> <br />4" 8" <br /> <br />(2).S xO <br />AROUND PIPE <br /> <br />4'-lZ)" <br /> <br />8" 4" <br /> <br />6'-12''' <br /> <br />PROviDE CORNER BARe AT ALL <br />I-IORIZ- WALL F<E INFOF<CING_ <br /> <br />~ <br /> <br />INLET STRUCTURE DETAIL <br /> <br />3/4"-1'-1Zl" <br /> <br />GENERAL NOTES <br /> <br />1. Concrete: <br />A. Concrete has been designed and shall be constructed <br />in accordance with the American Concrete Institute <br />"Building Code Requirements, Reinforced Concrete" <br />(A_C_I. 318-89) and (A.C.!. 301-89) .Specificatians far <br />Structural Concrete for Buildings: <br />All concrete sholl be of stone aggregate, unless noted <br />otherwise. Minimum 28-day compressive strength sholl <br />sholl be 3000 psi. <br />B. Reinforcing is to be new billet steel A.S.T.M. A515, <br />grade 50, bars to be bent or welded in the field sholl be <br />grade 40. Provide corner bars to match all horizontal <br />reinforcing in cost-In-place walls. No splices of <br />reinforcement are permitted except as detailed or <br />authorized by Structural Engineer. Where permitted, use <br />contact lap splices, 40 bar diameters minimum. <br />C. Placing of Reinforcement: Provide choirs, bolsters, <br />additional reinforcement, and accessories necessary to <br />support reinforcement at position shown on drawings. <br />Support of reinforcement on form ties, wood, brick, or <br />other unacceptable material, will not be permitted. <br />D. The following minimum concrete cover over reinforcing <br />shall be provided unless detailed otherwise: <br />(1) Concrete cast against and permanently exposed, <br />to earth . . . . . . . . . . . . . . . . . 3 in. <br />(2) Concrete exposed to earth or weather <br />a. #6 bars and larger. . . . . . .. 2 in. <br />b. #5 bars and smaller ...... 1-1/2 in. <br /> <br />TO-W <br />~'26 <br /> <br />I <br />I <br /> <br /> <br />\\..., <br /> <br /> <br />28'~e" <br /> <br /> <br />. <br />o <br />, <br /> <br />'" . <br /> <br /> <br />~ <br /> <br />T_O-liJ. <br />~128 <br /> <br /> <br />Q <br />, <br /> <br />TO!, <br />~'20 <br /> <br />- <br />"' <br /> <br />CJff;)o!' <br />~'20 <br />'-" <br /> <br />; <br />/ <br />I <br />I <br /> <br />x....-..,,, <br /> <br /> <br /> <br />'-6" <br /> <br />"- " <br /> <br />2'-61/ <br /> <br />TO!,_ <br />~,21 <br /> <br />5re" r_O!,_ <br /> <br />TO-liJ. <br />~'23 <br /> <br /> <br />I <br />! <br />.; <br />0, <br />-'I <br />... <br />"" <br />! <br />! <br />! <br />; <br />, <br />, <br />I <br />I <br />I <br />I <br />I <br /> <br />~ <br /> <br />3'-0" <br />--- <br />-, <br /> <br />.... 2' <br />'1'_ I, <br /> <br />" <br /> <br /> <br />2' €.I' <br />I' :.:.\ <br />- , <br /> <br />--'~- _3'_~" <br /> <br />, <br /> <br /> <br />~ <br />-~ <br /> <br /> <br /> <br />e.. <br /> <br />, <br />\ <br />, <br />, <br />'- <br />',,,, <br />! - <br />!' <br />!~ <br />\" <br />1------------------ <br /> <br />, ..,.,'1 <br />E>-~ <br /> <br />4'~bn <br />_,,'~q)" <br /> <br />~- <br /> <br />,o,W- <br />~,3' <br /> <br />UPPER COLLECTION SYSTEM, <br />RETAINING WALL PLAN <br /> <br />NOTE5, I. F<E, 51TE PLA'I FOR LOCATION. ANGLE5 <br />A'lD 5LOPEe OF WALL_ <br /> <br />5CALE: 1/8".1'-iZl" <br /> <br />tV' <br /> <br />--- <br /> <br />--- <br /> <br /> <br />>..>..... <br /> <br /> <br />dbL{~ <br /> <br /> <br />REVISIONS: <br /> <br />,JOB NO.: <br />DATE: <br />DR A WN <br />CHKD. <br /> <br /> <br />NEUJAHR <br />AND <br />GORMAN, INC <br />CON'SuLfINI'.i <br />STRUCTURAL. <br />ENCiINHRS <br />88 S1tELE STREET <br />SUI TE 200 <br />DENVE:R. 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