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-a <br />LL' <br />-j <br />LL. <br />W-APMW.Njr-m <br />cz <br />C/--- <br />05 -- <br />7;�! <br />I -- <br />PRECAST CAP PCIO <br />SECTION A -A <br />T/ <br />am <br />VIEW B -B <br />Cie.:rl 41 C:;�' <br />_9/74:� 7 0/-) / 6or-Z <br />NI <br />6-c/ <br />c -z <br />BARS C1 AND C2 <br />4/ <br />�o 4— CS <br />4 0^C4 <br />3 - 5 cs <br />C4 <br />-Z-/ C7 <br />BARS C3 THRU C7 <br />BAR T I <br />REINFORCING STEEL DETAILS <br />'0911 JvL.#owo ori 0 - -/-c 0 <br />REINFORCING STEEL REQUIRED PER PRECAST MEMBER <br />GRADE LENGTH SHAPE <br />10 PC13 ?W2 MARK SIZE <br />7 Al #6 E,0 1,71-3 STRAIGHT <br />40 17'-3 STPAIGHT <br />12 - A2 <br />12 A5 .16 60 13'-9 STRAIGHT <br />12 A6 #4 40 1 STRAIGHT <br />- 6 A7 #4 40 1 8'--4 STRAIGHT <br />A8 04 40 71-7 STRAIGHT <br />2 t Ag #4 40 61-1 STRAIGHT <br />I A10 #44— <br />40 -A'-q STRAIGHT - 1 8 All 04 40 V-6 STRAIGHT <br />18 1#4 1 40 7' -7 <br />SEE DETAIL <br />6 - - C2 t #4 40 101-7 SEE DETAIL <br />- 6 C3 ;4 40 12'-10 SEE DETAIL <br />1 C4 <br />- 44 40 SEE DETAIL <br />- 1 C5 04 40 7'-0 SEE DSTAIL <br />1 C6 #4 40 51-8 SEE DETAIL <br />- I c7 44 4G 4-4 SEE DETAIL <br />4 4 D5 44 40 31-91 SEE DFTATL. <br />24 20 Tl 04 40 9'-10 SEE DETAIL <br />NOTE: ANi"HOR BOLTS ABI, ANCHOR RODS AR1 AND PILE PLATES PP2 ARE <br />DETAILED AND ORDERED ON SHEET 13. <br />REQUIRED <br />ESTIMATED <br />QUANTITIES PER PRECAST MEMBER <br />WEIGHT <br />CONCRETE <br />REINFORCING STEEL <br />DESCRIPTION <br />MARK <br />(TONS) <br />(CU. YDS-) <br />(1,BS.) <br />1 <br />,slate <br />Pcio <br />12.20 <br />5.70 <br />636 <br />2 <br />PRECAST CAP <br />PC13 <br />6.99 <br />3.15 <br />389 <br />u <br />PW2 <br />2.59 <br />py <br />77—' VIV. _gip _� .' . <br />147ING <br />-_,q / 'Ct� <br />TOTAL ESTIMATED QUANTITIES <br />100" <br />CONCRETE <br />14.5t CU. <br />YDS. <br />SECTION A -A <br />T/ <br />am <br />VIEW B -B <br />Cie.:rl 41 C:;�' <br />_9/74:� 7 0/-) / 6or-Z <br />NI <br />6-c/ <br />c -z <br />BARS C1 AND C2 <br />4/ <br />�o 4— CS <br />4 0^C4 <br />3 - 5 cs <br />C4 <br />-Z-/ C7 <br />BARS C3 THRU C7 <br />BAR T I <br />REINFORCING STEEL DETAILS <br />'0911 JvL.#owo ori 0 - -/-c 0 <br />REINFORCING STEEL REQUIRED PER PRECAST MEMBER <br />GRADE LENGTH SHAPE <br />10 PC13 ?W2 MARK SIZE <br />7 Al #6 E,0 1,71-3 STRAIGHT <br />40 17'-3 STPAIGHT <br />12 - A2 <br />12 A5 .16 60 13'-9 STRAIGHT <br />12 A6 #4 40 1 STRAIGHT <br />- 6 A7 #4 40 1 8'--4 STRAIGHT <br />A8 04 40 71-7 STRAIGHT <br />2 t Ag #4 40 61-1 STRAIGHT <br />I A10 #44— <br />40 -A'-q STRAIGHT - 1 8 All 04 40 V-6 STRAIGHT <br />18 1#4 1 40 7' -7 <br />SEE DETAIL <br />6 - - C2 t #4 40 101-7 SEE DETAIL <br />- 6 C3 ;4 40 12'-10 SEE DETAIL <br />1 C4 <br />- 44 40 SEE DETAIL <br />- 1 C5 04 40 7'-0 SEE DSTAIL <br />1 C6 #4 40 51-8 SEE DETAIL <br />- I c7 44 4G 4-4 SEE DETAIL <br />4 4 D5 44 40 31-91 SEE DFTATL. <br />24 20 Tl 04 40 9'-10 SEE DETAIL <br />NOTE: ANi"HOR BOLTS ABI, ANCHOR RODS AR1 AND PILE PLATES PP2 ARE <br />DETAILED AND ORDERED ON SHEET 13. <br />NOTES : <br />PRECAST CONCRETE- ALL CONCRETE, CONCRETE WORK, AND PLACEMENT OF <br />REINFORCEMENT e,H7ktA, 8F' IN ACCORDANCE WITH SECTTON 6 OF THF A. T. & s. F. <br />STANDARD SPECIFTCATTONS C.F. 50153-58. <br />REINFORCEMENT SHALL BE AS PER A.S.T.M. DESIGNATION: A6I9 AND OF <br />THE GRADE SPECIFIED IN THF LIST OF RFINFORCING STEEL. FABRTCATION OF <br />REINFORCEMENT SHALL BE IN ACCORDANCE WITH rHAPTER 7 OF THE �7.R.S.T. MANi'A!, <br />OF STANDARD PRACTICE. <br />THAT PORTION OF PTIX PLATES PP? TO BE IN "'ONTACT WITH 'CONCRETE SHALT. <br />?F CLEANED of ALF, DIRT, OTT, AND GREASE AND ALL ',-,DOSE SCALE AND RUST BEFORE <br />('0N%'"RETE TS PT,A('F-D. <br />THE ULTIMATE C0MPAE&5'1VF STRFN(.Tii Of CONCREA'E SHALL BE NOT LESS <br />THAN 3500 pis.j. IN 28 DAYS. MAXIMUM SIZE OF COARSE AGGREGATE SHALL <br />BE ONE INCH. <br />14 1 IN I I M C FT E 0 <br />AIJI EXK)SFD EDGES TO BE CHAMFFIRPL) 3/4 TNCH. <br />THF PRECAST MEMBERS SHALL NOt BF REmovEn FROM 'PHE CA,-,'PTNG BED ASPORE <br />THE CON("RFTE RHACHJS A STRSNCTH OF ?000 p.3.i. <br />15' <br />B.E.S. 1885 <br />Ry. COMPANY <br />THE A. TS.(- S. F <br />BR.1134-7, SECOND DIST.,VALLEYDIV. <br />PRECAST CONCRETE DETAILS <br />C C* 7- <br />As.:S-,r <br />REQUIRED <br />ESTIMATED <br />QUANTITIES PER PRECAST MEMBER <br />WEIGHT <br />CONCRETE <br />REINFORCING STEEL <br />DESCRIPTION <br />MARK <br />(TONS) <br />(CU. YDS-) <br />(1,BS.) <br />1 <br />PRECAST CAP <br />Pcio <br />12.20 <br />5.70 <br />636 <br />2 <br />PRECAST CAP <br />PC13 <br />6.99 <br />3.15 <br />389 <br />PRECAST W WALL <br />PW2 <br />2.59 <br />1 <br />1. 28 <br />147ING <br />-2 <br />TOTAL ESTIMATED QUANTITIES <br />CONCRETE <br />14.5t CU. <br />YDS. <br />REINFORCING STEEL <br />1708 LBS. <br />NOTES : <br />PRECAST CONCRETE- ALL CONCRETE, CONCRETE WORK, AND PLACEMENT OF <br />REINFORCEMENT e,H7ktA, 8F' IN ACCORDANCE WITH SECTTON 6 OF THF A. T. & s. F. <br />STANDARD SPECIFTCATTONS C.F. 50153-58. <br />REINFORCEMENT SHALL BE AS PER A.S.T.M. DESIGNATION: A6I9 AND OF <br />THE GRADE SPECIFIED IN THF LIST OF RFINFORCING STEEL. FABRTCATION OF <br />REINFORCEMENT SHALL BE IN ACCORDANCE WITH rHAPTER 7 OF THE �7.R.S.T. MANi'A!, <br />OF STANDARD PRACTICE. <br />THAT PORTION OF PTIX PLATES PP? TO BE IN "'ONTACT WITH 'CONCRETE SHALT. <br />?F CLEANED of ALF, DIRT, OTT, AND GREASE AND ALL ',-,DOSE SCALE AND RUST BEFORE <br />('0N%'"RETE TS PT,A('F-D. <br />THE ULTIMATE C0MPAE&5'1VF STRFN(.Tii Of CONCREA'E SHALL BE NOT LESS <br />THAN 3500 pis.j. IN 28 DAYS. MAXIMUM SIZE OF COARSE AGGREGATE SHALL <br />BE ONE INCH. <br />14 1 IN I I M C FT E 0 <br />AIJI EXK)SFD EDGES TO BE CHAMFFIRPL) 3/4 TNCH. <br />THF PRECAST MEMBERS SHALL NOt BF REmovEn FROM 'PHE CA,-,'PTNG BED ASPORE <br />THE CON("RFTE RHACHJS A STRSNCTH OF ?000 p.3.i. <br />15' <br />B.E.S. 1885 <br />Ry. COMPANY <br />THE A. TS.(- S. F <br />BR.1134-7, SECOND DIST.,VALLEYDIV. <br />PRECAST CONCRETE DETAILS <br />C C* 7- <br />As.:S-,r <br />