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FED <br /> iD <br /> AID FISCAL <br /> Hilo 3 Honoka'a Upstream °"qWq° A"'"o "" "° SHEETS <br /> C Column r,1 Column HAW ATE BR-019-2(077) 2024 SHEET116 <br /> 4, ,Z Column/Pedestal/ N Pedestal <br /> Grade Beam ¢Pedestal d, I Downstream <br /> %SO� NOTES: <br /> 1. Details are typical for Bent Nos.1,2,3, 0 <br /> ''„ 4 Downstream,5,6 Downstream, 7,8, 05 <br /> Between <br /> te Pedestals Grade Beam <br /> o111NP'' : <br /> 2. 4 Existing Anchor Bolts are shown. d/ 2 Sets of <br /> 2 Existing Anchor Bolts occur at u� <br /> 12'0" <br /> �� various locations. J !2) 6( I Bundled <br /> !4)-6 r•r-: <br /> �N 2 Sets of �- �� <br /> _ 12'-0„ l61 5�l o _ _ __ �' <br /> (61 5 I—I d (2)"6 1-1 Bundled „ „ 5 <br /> u u9 Spc.a 6" q -q� <br /> = � Top of Foundation A A, Ifiri:- <br /> AI vv Top of Foundation <br /> .6 a 8"Vert.Reinf. 111L.m111A�' N ii y tl ,A R <br /> L_u 4 �l41-A6 r•�� .6 n@ 8"Vert. . Y 1 D 1• Miry Drill Epoxy into ` <br /> Exist.Pedestal A Reinf.Drill$Epoxy filnolairNl I � ll A <br /> -0 into Exist.Pedestal 1111 HX2"Clr II 1 1X11 _ "2 <br /> 11 p •= c 11111 II ISI a = <br /> 45 ID @ 9" I © .c w 5 I—I @ 9" ■�`I 1111 X11 I i IMI_11 2" © .,Q w <br /> IIYmYii 1 Clr• Q ., , o U ■ 111 1�1 ; 1 111�tl yr. <br /> a a = o <br /> a m IIII I—II 1 I I I IUIi�Y agco <br /> II ° YII�1�Y 1 YII��Y m ° <br /> existing anchor bolts °'¢ existing anchor bolts --... .,: 11 <br /> � I Ell tl <br /> V tllll�tl 1 111 �tl <br /> PF v 11�_ ..H 1 1 .!N �% M'i <br /> Roughen,Clean,and ii Roughen,Clean,and - . 1 <br /> SSD Surface of `,,,, • SSD Surface of <br /> Exist.Concrete 4 Exist.Concrete �A —� a <br /> Conc.Grade I 11 II a <br /> Beam �c a �S <br /> zv <br /> (Beyond) E ° ° a ° a 4 o f <br /> —(81-.61--1 a !8)-"6 LJ ""4..;• I' '1=7- _=4 4 a 12'-6" c o 4 4 __ - —_ ° 4 12'-6" c o <br /> a m <br /> a4 w m ° 4 11 4 11 4 ° w 2 <br /> II 4 ' � ° a 4 11 4 It <2 <br /> std 4 <br /> w .a °ad <br /> aas -- <br /> ° 4 w <br /> a II 4 "2 ° a ® ° 4 11 4 � <br /> V <br /> 4, III4a V a Pa V <br /> —a =—� ° 4 ° afi,4= ==4a 4 <br /> a <br /> a° <br /> 8 ° 4' a 11 4 11, ° <br /> a 4 ° a 4 4 ° 4 11 ° II <br /> 11 a 11 a° m• °a ° °a ° 4 ° 4 4 ° <br /> p <br /> 11 <br /> a ° <br /> a , ° <br /> a 4 ° 4 a a ° 4 4 a <br /> ° =sem_ ° 4 4 ==a ==1 <br /> a 4 ° - ° <br /> .P L a 4 a4 4 ° <br /> s_.T <br /> TYPICAL FOUNDATION TYPICAL FOUNDATION TRANSPORTATIONDIVISION <br /> 5—2, PEDESTAL REINFORCING SECTION( A 1 PEDESTAL REINFORCING SECTION( e 1 PEDESTAL REINFORCING <br /> "'g' € Scale, 3/4"=1'-0" SA10.51SA10.5 Scale: 3/4"=1-0" SA10.51SA10.5 SECTIONS <br /> HAWAII BELT ROAD <br /> ° _ Nanue Stream Bridge Rehabilitation <br /> Federal Aid Project No.BR-019-2(077) <br /> Scale:As Noted Date:Mar.2024 <br /> SHEET NoSA/0.5 OF 14 SHEETS <br /> 116 <br />