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I <br />SM <br />� <br />N <br />W <br />v <br />30 34 ' <br />A W <br />E Pier <br />Exist t Roadway � � — '" Exist. it Roodwcy <br />1 <br />4 ,,- 50 <br />PILE DATA <br />/00 Yr. flood <br />`: <br />r <br />Brolfen Concrete Slope <br />Protection (Typ) See <br />S.P. .6 /3-2 <br /><4' Cut -of? Conc. limed chon,-el (east) <br />wall (west) <br />Abut. I Pier 2 <br />Dotum E/e►! 170 <br />5 "00 <br />Steel Piles <br />HP-10x57 70 Ton <br />Location <br />Design /_ d,nq <br />Specified Tip <br />Proboh/e Tip <br />(Service Load) <br />Elevotion <br />E)evohon <br />Abut. l <br />70 Tons <br />161 <br />156 <br />Pier 2 <br />70 Tons <br />161 <br />156 <br />Abut 3 <br />70 Tons <br />161 <br />156 <br />EL E VA Tl O.N_ <br />SCALE <br />0 10 FEET <br />M rV <br />Abut 3 <br />5t50 <br />!E R/W <br />e Cons t <br />30 - 8" <br />i <br />/5'-4" 154" <br />.30 -O" Clear <br />3 f Metol Tube Bridge <br />2 % 2 / Roiling Type I/5 <br />I' L <br />6 x 6 - W3 x W3 Welded <br />Wire Fabric Pier WO// with F <br />6' 2� rounded' ends. 1 <br />Exist concrete (chonne/ lining) _ <br />/92 O0# b" Level% fo remain In place. 4' _= 6' Jr. Concrete (Chonnel <br />#4 @ ✓2'.0 C. -^-- ' — — — — _- - pining <br />(8othrwoys) _ � — �� � ►�.� -'/4' Sow Cut (Typ•) <br />i -- <br />Cut o ff' wolf <br />Excovote trench �Remove exist - <br />I'- 6" porfion OP concrete ; <br />to neat line and Steel PKI2 lined chonnel <br />,oloce concrete Elev. I88.50 f 9 <br />HP /0 x57 <br />oyoinst Lndisturbe cl <br />rnoterio/ without Abrmin9. (TyP ) <br />- ti- 4- -�- --b - <br />,4rytuu( <br />L <br />Length for poyment 62'- 6" Metol :Beorn Guord Roil with <br />Coble Arncho,-,4memb/y (3reohowoy, Type A) Z wood posts e bloc/ss. Type /,Vlore. See sheet i , S.P. A 77C-'I _ <br />Terminol Section Tyoe C. See S. P A 7 7 - E 92 L. F Metol Tube &ridge Roiling Type 115 <br />(Typical on 3 locations.) <br />®� See sheet- 8 for detoils and S.P.A 79 -A. (Typical � NW and S. W. corners) <br />ko — — — -- — — — — 6 „Concrete Cininy — — — — — — — — - <br />-_zo <br />� <br />_� A - <br />�P H — — — — — — --- —Ind— — — — — — — — --, <br />_i <br />I�HI I I H <br />f* <br />— TrOc _ /v®! v I �I s o'er 1 ot Const 91W� lvoo'or w <br />75 � <br />i <br />s 2 <br />.8B468. t �H Conlorm <br />Id <br />E.P <br />p 6 Concrete Lining <br />4 y a y 76 L.,F. Metol Tube 8rid9e Roiling Type //5 r <br />20 <br />fs <br />W 6 X 6. 5 steel Posts e 8lochs 9 3'- Az" C. C. , <br />Conform Length f'or poy»enf 100 M 8 G R with wood posts <br />F. Length Aar poyrnent /2'- 6 " M. 3, G. R. 4 ti r <br />Terrninol Section Type A. (TyP•) and blocks. Type / pore . See sheet 7, S. P. A 77 C - I <br />Se:e; 3,P A 77 C - !. PLAN and S. P. A 79 - A <br />I <br />SCALE <br />'�o ® 0 1b 20 FEET <br />• ..e tts M <br />_ eE - <br />O �. a , �. <br />s - k - -. d' t- - ,r - <br />- vd p + f.. 1.: e.#' .:.�� k €- # , . - -+ i it a ':. i <br />-_ - - - <br />-. f(�� _ — _ _ .'r- - . _ / - - - `_ _ _ - - _ �Fz q �.G.:: ,k 4 ,� tide '..�, E 'i 39f"�' € ;- <br />.. ' e- a �� .*r a3 �} w u- <br />rc <br />fl �. �9 , i n r e��� ,," a _� SCA.1_E. A. <br />Sf�� <br />WN <br />l <br />i <br />y�af 412, <br />SECTION A -A <br />SCALE .. ..._. " <br />Q 5 10 FEET <br />STRUCTURE QUANTITIES <br />NO. ITEM NAME QUANTITY UNIT <br />1. Excavation Protective System 1 L.S. <br />2. Bridge Removal 1 L.S. <br />3. Structure Excavation 110 C.Y.(F)- <br />1. Structure Backfill 't0 C.Y.(F) <br />5. Furnish Steel Piling (Clas 70) 108 L.F. F. <br />6. Drive Steel Pile (Class 70) 12 Ea. <br />7. Structure Concrete (Bridge) 186 C.Y.(F) <br />S. Bar Reinforcicng Steel 35000 Lbs.(F) <br />9. Broken Concrete <br />Slope Protection - is C.Y. <br />10. Concrete (Channel Lining) 25 C.Y. <br />11. Metal Tube Bridge Railing f <br />(Type 115) 168 L.F.- <br />12. Metal Beam Guard Railing 240 L.F. 1 <br />13. Terminal Section (Type A)- 1 Each <br />14. Terminal Section (Type C) 3 Each <br />15. End Section q Each a <br />16. Cable Anchor Assembly } <br />(Breakaway, Type A) 3 Each <br />(F) Indicate Final_ Pay Quantity <br />GENERAL NOTES <br />DES16N A.A. S. H. TO. Doted 1983 with Interims and <br />Col Trans supplement`s. (Load Factor Des)gn) g <br />f <br />PI L E : Abutmen <br />ts> 70 Tons steel Piling h/P l0 x 57 <br />Pier <br />LIVE LOAOIA1 = HS-20-44, Alternative e Permit Design Lood <br />UNIT STREWES : ,Peinf'orced Concrete t <br />Y <br />Py = 60, 000 P. s. i 50, 000 p. s. i in stirrups <br />f c = 3, 250 4.5. i. <br />n = 9 <br />CONS TiPllCit/ON ,Standard Specilicol`ions, Dep4rfinenl off' <br />Tronsporfotion a'®fed ,Ton. 1988 shall opp/y. <br />i <br />a <br />�16 LJOI <br />g7% 0 M.- <br />RD <br />I N <br />A%31 � U� k <br />Nit <br />*Py Poop 1jugg tills 0(0111g , a lf>� A 1. <br />f is <br />a E _ t <br />tr <br />-_ xlF L• I 9.. <br />_ V <br />I <br />C <br />�L� D [ <br />n _ <br />GENERA L. At A /V _ � � � , i - }_ <br />�' � G _ BRIDGE No. 1692 � � <br />STATE 8RI06E N0.29C-320 <br />