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CONCRETE NOTES. <br />A. ALL CEMENT SHALL BE TYPE If SULFA IE RESISTANT (AS7M C 150). <br />B. PROVIDE CONCRETE HA 14NG THE FOLLOWNG GENERAL CHARAC7ER/S77CS <br />28 -DAY MAX SLUMP AGGREGATE SIZE WATER /CEMENT AIR CONTENT USAGE <br />RA TO <br />4500 PSI 4 IN. 0.75 IN. 0.49 5.6 TO 89 FOORNGS <br />4500 PSI 4 IN. 0.75 IN. 0.45 59 TO BT WALLS <br />C. WHERE FLY ASH IS PERMITTED, THE QUANRTY - OF FLY ASH IS INCLUDED WITHIN THE SCHEDULED WATER /CEMENT <br />(CEMENRROUS) RA770 ABOVE. <br />D. ALL REINFORCING STEEL SHALL BE NEW HIGH STRENGTH DOMES77C DEFORMED BARS GRADE 60, AS7M 1615 -89 IWTH <br />60,000 PSI MINIMUM HELD S7RENG7H. <br />E CORNER BARS SHALL BE PROVIDED TO MATCH AND LAP ALL HORIZONTAL REINFORCING. CARE SHOULD BE TAKEN <br />DURING THE PLACEMENT OF LAPPED BARS TO INSURE 7HAT THERE IS ADEQUATE SPACE REMAINING FOR PROPER <br />CONCRETE PLACEMENT AND COVER. <br />F. SPLICES IN REINFORCING S7EEL SHALL BE MADE U51NO A MINIMUM OF 40 BAR DIAMETER LAPS <br />G. PROODE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT ALL POS/RONS SHOWN ON THE STRUCTURAL <br />DRAWINGS. <br />H. REINFORCEMENT CONCRETE COVER PROTECRON MINIMUMS, <br />H.A. CONCRETE PLACED AGAINST EARTH - 3 INCHES <br />H. B. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: <br />N.B.A. IF BARS ARE LARGER THAN N0. 5 - 2 INCHES <br />N.B.B. IF BARS ARE N0. 5 OR SMALLER - 1.5 INCHES <br />H. C. COLUMNS, GIRDERS AND BEAMS - 1.5 INCHES <br />H.D. SLABS AND WALLS - 0.75 INCHES <br />I <br />LIMIT OF 7RENCH TO BE - <br />STEPPED FOR EXCAVA77ON <br />FOORNG <br />SCARIFY 12 AND <br />MOfS7URE- CON7ROLLED <br />RECOMPACT TO 959 EXCA VA TION DETAIL <br />SID. PROCTOR DENSITY <br />AND +29 WC NOT TO SCALE <br />SEE EXCAVA ROM DETAIL <br />FOORNG <br />1r m <br />- - -- -WALL <br />- -- - - - - -- <br />STA. 2 +30.50 <br />L-------------------- - - - -- ------------------ - - - - -- L- - -� <br />RESERVOIR SIDE SEE EXCAVA17ON <br />DETAIL (SIMILAR) <br />WEIR PLAN <br />NOT TO SCALE <br />WALL SECRON 1 <br />SEE DETAIL THIS SHEET <br />7 -7fr' -D "- <br />4.83' I 18.29' <br />3'- B --FYts <br />5760.61 <br />J.•7 0 <br />I <br />O rO <br />` \ 5754. <br />Fi' CHAMFER ALL <br />EXPOSED EDGES <br />29,89' 5760.75 <br />3B-' -0- 1779 �. 4.87' <br />r <br />��. <br />14 0 16" O.C. <br />HORIZ. f.F. <br />- -- -- -- 5754.65 <br />° o l . T.O. FOORNC �- <br />; I EL. 5748.80 R /PROP �� <br />BOTTOM OF KEYWAY <br />/ SE£ REINFORCING <br />------ .------------------ - --��� DETAIL HEREON <br />WEIR ELEVATION <br />NOT TO SCALE <br />W I I 12° <br />O 14 <br />RIPRAP LINED�;p, <br />SCARIFY 8" AND <br />M0157URE- CON7RCLLED <br />RECOMPAC7E0 TO 959 <br />SID. PROCTOR DENSITY <br />15 0 12 <br />O.C. LONG <br />® MOISTURE- CONTROLLED <br />RECOMPACT TO 959 <br />SID. PROCTOR DENSITY <br />AND +29 OIC <br />14 ffi <br />HHOIRIZ. <br />NA77VE SOIL AND <br />W <br />l2' <br />15 E.F. 0 TOP <br />I 10EL. 5754.80 <br />- 15 016 "0.0 <br />VERT. E.F. RESERM SIDE <br />48- m <br />/15 0 16' O.C. 6 <br />- 0 16" O.C. 32L <br />18 <br />14016 "0. - <br />- HORIZ. E.F. <br />15 024 "DC <br />IRANSV. <br />Is--i 6 LiE &NG - CIA55 A <br />FlL MA7vm <br />6' WILLIAMS SBR HIGH <br />TENSILE RUBBER WATER STOP <br />CHAMFER CORNERS <br />WALL SECTION 1 <br />NOT 70 SCALE <br />3" � 2j <br />EL. <br />�" CHAMFER ALL <br />EXPOSED EOGfS <br />W <br />RESERVOIR SIDE <br />�- SCARIFY �AND 12° I MOISTURE\D95Z 44��-- RECOMPA PRO <br />WALL SECTION 2 <br />NOT TO SCALE <br />R OO D <br />CONST FILE NO. C -0661D <br />Jill <br />Mf a§ <br />U <br />W <br />0 <br />Q <br />Q <br />Z ° o a <br />7 <br />Z ae <br />O I <br />c <br />U <br />N LAJ <br />e <br />e <br />j <br />PROD. NU. 05 08 3 0 0 88 <br />GRAYMG NUMBER <br />C- 7 <br />1.0 <br />j" CHAMFER ALL <br />LO <br />EXPOSED EDGES " <br />3 <br />NARY£ SOIL AND R/PRAP -- - <br />SEE EXCAVA ROM DETAIL <br />FOORNG <br />1r m <br />- - -- -WALL <br />- -- - - - - -- <br />STA. 2 +30.50 <br />L-------------------- - - - -- ------------------ - - - - -- L- - -� <br />RESERVOIR SIDE SEE EXCAVA17ON <br />DETAIL (SIMILAR) <br />WEIR PLAN <br />NOT TO SCALE <br />WALL SECRON 1 <br />SEE DETAIL THIS SHEET <br />7 -7fr' -D "- <br />4.83' I 18.29' <br />3'- B --FYts <br />5760.61 <br />J.•7 0 <br />I <br />O rO <br />` \ 5754. <br />Fi' CHAMFER ALL <br />EXPOSED EDGES <br />29,89' 5760.75 <br />3B-' -0- 1779 �. 4.87' <br />r <br />��. <br />14 0 16" O.C. <br />HORIZ. f.F. <br />- -- -- -- 5754.65 <br />° o l . T.O. FOORNC �- <br />; I EL. 5748.80 R /PROP �� <br />BOTTOM OF KEYWAY <br />/ SE£ REINFORCING <br />------ .------------------ - --��� DETAIL HEREON <br />WEIR ELEVATION <br />NOT TO SCALE <br />W I I 12° <br />O 14 <br />RIPRAP LINED�;p, <br />SCARIFY 8" AND <br />M0157URE- CON7RCLLED <br />RECOMPAC7E0 TO 959 <br />SID. PROCTOR DENSITY <br />15 0 12 <br />O.C. LONG <br />® MOISTURE- CONTROLLED <br />RECOMPACT TO 959 <br />SID. PROCTOR DENSITY <br />AND +29 OIC <br />14 ffi <br />HHOIRIZ. <br />NA77VE SOIL AND <br />W <br />l2' <br />15 E.F. 0 TOP <br />I 10EL. 5754.80 <br />- 15 016 "0.0 <br />VERT. E.F. RESERM SIDE <br />48- m <br />/15 0 16' O.C. 6 <br />- 0 16" O.C. 32L <br />18 <br />14016 "0. - <br />- HORIZ. E.F. <br />15 024 "DC <br />IRANSV. <br />Is--i 6 LiE &NG - CIA55 A <br />FlL MA7vm <br />6' WILLIAMS SBR HIGH <br />TENSILE RUBBER WATER STOP <br />CHAMFER CORNERS <br />WALL SECTION 1 <br />NOT 70 SCALE <br />3" � 2j <br />EL. <br />�" CHAMFER ALL <br />EXPOSED EOGfS <br />W <br />RESERVOIR SIDE <br />�- SCARIFY �AND 12° I MOISTURE\D95Z 44��-- RECOMPA PRO <br />WALL SECTION 2 <br />NOT TO SCALE <br />R OO D <br />CONST FILE NO. C -0661D <br />Jill <br />Mf a§ <br />U <br />W <br />0 <br />Q <br />Q <br />Z ° o a <br />7 <br />Z ae <br />O I <br />c <br />U <br />N LAJ <br />e <br />e <br />j <br />PROD. NU. 05 08 3 0 0 88 <br />GRAYMG NUMBER <br />C- 7 <br />