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Replace Deck Expansion Hybrid Polymer Concrete Abrasive Blast and Paint All oIST"O STATE ,Aa"O VEHH "O SHEETS <br /> Joint Seal, Typ.at All (HPC1 Overlay, See Sht.SAIL! Existing Steel Plate Girders HHwH11 HHwBR-019-2(077) 2024 27 <br /> Abutments and Bent Nos.3, and Bracing Elements, See <br /> 5, 7,9,See Sht.SAIL! 53/'4"* Shts. SA7 Series <br /> To Hilo ° ,, To Honoka'a <br /> ;c: <br /> 0 <br /> c` ,_ 50'-0" y, 50'-0" 40'0" 72'0" 90'0" 72'0" 90'0" 72'0" 40'0" y_ 50'2" m <br /> c 2''�• N M ° lop of exist. �' m � <br /> •` d d d d d 0 0 d d d c <br /> ,� i i i x x conc. railing i i a a 'ro , w <br /> w' m ` `c `c `c `c `c `c c c m <br /> Ev a m m m m m exist.conn m m, m m <br /> W W deck W 40 gy W W <br /> :71-1—, __11_11=-1.11.1==.1.1—,1.=11-11E <br /> _11 <br /> �� �1� 1.1— — = 220— <br /> 220 :-210 F E F� F E'E �� �� F E f f E E F 2/0— <br /> 200 °-- \\ Irr exist.steel – 200 <br /> 190 girder Elastomeric l90 <br /> d. <br /> Expansion Bearings, Replace Steel Bents, <br /> —l80 \ Elastomeric Fixed Typ,See Sht.SA9.5 ' See Shts.SA4 Series / 180— <br /> SeerSht. A9.4 -/Typ., 170- <br /> -170 See Sht.SA9.4 <br /> —160 , l60 <br /> —150 \ 150 <br /> 40 140 <br /> l30 130— <br /> —120 Al <br /> 120- <br /> -110 110 <br /> 100 P9 <br /> approximate xist.grade 100 <br /> —90 Existing Foundation \ e 90— <br /> 80 Pedestals to be Partially 80 <br /> Demolished and Rebuilt, N <br /> —70 Typ.,See Shts.SA10.1 \ _7 70— <br /> 60 thru SA10.8 60 <br /> —50 \ <br /> d. <br /> OHWM exist.footing, typ. <br /> \ elev.15.0f 50 <br /> —40 \ \ / 40— <br /> 30 -11V normal 30 <br /> V 1 water elev <br /> 0 ,7 0 <br /> —/0 0— <br /> LEGEND, <br /> E Expansion Bearing DOWNSTREAM ELEVATION <br /> P 0 F Fixed Bearing Scale: 1"=20'-0" DEPARTMENT °N <br /> o TMEN OFTRANSNORT <br /> .-= EJ Expansion Joint in Deck <br /> _ _ BRIDGE ELEVATION <br /> 011WM Ordinary High Water Mark <br /> HAWAII BELT ROAD <br /> _ Nanue Stream Bridge Rehabilitation <br /> Federal Aid Project No.BR-019-2(0771 <br /> Scale:As Noted Date:Mar.2024 <br /> SHEET No.SA2J OF / SHEETS <br /> 27 <br />