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HomeMy WebLinkAbout2022-12 BR-019-2(077)_Nanue_PreliminaryPlans INDEX OF DRAWINGS STATE OF HAWAII 71DsTZLD STATE FP°a""°0 2024 "� s18 s SHEET NO. DESCRIPTION """'"° — BR-019-2!0771 2024 1 184 1 TITLE SHEET DEPARTMENT OF TRANSPORTATION 2 STANDARD PLANS SUMMARY e„Q.�,. 3-5 GENERAL NOTES HIGHWAYS DIVISION 6 ,...... ,.... AND ABBREVIATIONS ......2, ......HONOLULU, HAWAII °° 6-10 WATER POLLUTION&EROSION - /r CONTROL PLAN,NOTES AND DETAILS � _ 8017E OFCHABMI � 11 ROADWAY PLAN '\ _i12-13 PAVEMENT MARKINGS PLAN, NOTES AND LEGEND PLANS FOR "°»°— °Y - r \-�° LOCATION 14-15 TRAFFIC CONTROL NOTES, OUTN oHAI, / OF PROJECT LEGEND AND DETAILS HAWAII BELT ROAD °°°��,�/ ��;�°,° ; "a . 16-17 TRAFFIC CONTROL PLANS �MKea°, �18-184 STRUCTURAL PLANS NANUE STREAM BRIDGE REHABILITATION ' ''�, e � Pcee:°° "®° NORTH KONA/ sP / --4-./ j SOU THPaFo FEDERAL—AID PROJECT NO. BR-019-2(077) °°oa° ,°„°° 1 z HILO DISTRICT OF NORTH HILO ""�°°°7'����� �.a ISLAND OF HAWAII ;,,` ,\ r \ P/I poll---- _,,,, PRELIMINARY PLAN SUBMITTAL =% K ', PROJECT LIMITS .° (RTE 19) __°° U H a + CC NLJ SCALE IN MILES Z o a . w H z H COiti Co w U) FEDERAL AID INTERSTATE PROJECTS PREVIOUSLY ry F / CONSTRUCTED OR UNDER CONSTRUCTION w MILE POST 18.00 TO MILE POST 18.02 To Waimea Existing 04,44,4,4„,0 Nryy Nanue Bridge •o,fraMaiaboa HDESIGN DESIGNATION ADT (20xx) xx,xxx w \ iie a IF °Mi°—� ADT (20xx) xx,xxx �B�aky a DHV x,xxx a .D xx/xx T x.x.% V(Circular) 25 M.P.H. :!0. V(Approaches) 35 M.P.H. U O V R Y V(Temp.Rd) 30 P.H..M. LUliF am DEPARTMENT OF TRANSPORTATION $ �z STATE OF HAWAII �; LAYOUT PLAN i4i APPROVED. ,,,,- NOT TO SCALE �/ O GROSS LENGTH OF PROJECT 0.00 MILES DIR.OF TRANSPORTATION DATE NET LENGTH OF PROJECT 0.00 MILES 1 GENERAL NOTES: �HAwAI HAw BR-019-2(077) 2024 3 184 I. The scope of work for this project includes installing underwater 10. No material or equipment shall be stockpiled or otherwise stored concrete below the foundation furthest on the Makai side of Bent 8; within highway right-of-way except at locations shown on the plans installation of BMP measures;hazardous material countermeasures; or designated in writing and approved by the Engineer. and traffic control. 11. The Contractor shall restore any damaged benchmarks or survey 2. Subsection 105.16(A)-Subcontract Requirements requires the monuments. This work shall be considered incidental to the various Contractor to perform work amounting to not less than 30 percent contract items. of the total contract cost less deductible items. 12. Benchmark for this topo 3. The Contractor's attention is directed to the following Sections of the Standard Specifications and the Special Provisions: Subsection 13. The Contractor shall maintain invasive species controls to ensure 104.09-Maintenance of Traffic;Subsection 105.09-Coordination that all materials transported to the site is free of such species. Between the Contractors;Subsection 107.06-Contractor Duty Regarding Public Convenience;Subsection 107.12-Protection of Persons and Property;and Section 645-Work Zone Traffic Control. 14. All project related materials and equipment placed in the water shall be free of pollutants. 4. At the end of each day's work,the Contractor shall remove all equipment and other obstructions to permit free and safe passage of public traffic. 5. The existence and location of underground utilities,manholes, monuments and structures as shown on the plans are from the latest available data but the accuracy is not guaranteed. The encountering of other obstacles during the course of work is possible. The Contractor shall tone for the exact locations and depths of all underground facilities,either shown on or omitted from the plans. Toning shall be considered incidental to the various contract items and will not be paid for separately. The Contractor shall be held liable for any damages incurred to the existing facilities and/or improvements as a result of his operations. 6. The Contractor shall notify Hawaii Island Hele-On Bus two(2) weeks prior to lane closures,informing them of the location and dates of lane closures and name of affected roadway. 7. The Contractor shall notify the Engineer in writing,two(2)weeks prior to starting construction operations. 8. The Contractor shall indemnify and be solely responsible for the protection of adjacent properties,utilities,and existing structures from damages due to construction.Repairing any damage shall be at the Contractor's own expense,to the satisfaction of the Engineer. 9. The existing drainage system shall be kept functional at all times during construction. Furnish materials,equipment,labor,tools and DEPARTMENTATIoN �° incidentals necessary to maintain flow. This work shall be HH.^vs°�.�s'°" 0 E 0 t considered incidental to the various contract items. RAL NSP�T s a l a F GENERAL NOTES a7 $ HAWAII BELT ROAD i` Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(077) Scale:None Date:Mar.2024 SHEET No. N-1 OF 3 SHEETS 3 FED ROAD sTATE FEDER,AID FISCAL SHEET TOTAL DIST NO PREal NO YEAR NO SHEETS HAW BR-019-21077) 2024 II 184 •1, ,.... Oa Mamalahoa Highway a \ Nanue Stream Bridge 1 / I \ I _ R/W I I/ --. 1 I 1 ep 20'-0" See Structural Plans See Note 1 es a See ---To HaMakua _ j — A 9 E 1 0 1 1°11 2D-0" Note 1 .iii \\,\ *f.SO 48-F I( \ \111:_filk 1 , _ - - ,-, _— ..-- -- r To Hilo--- \ I\ li t/H \ \-- illik - 11Wiln 4 k . ... F _ - - _,I\ ,ILA1 /4 - \ _ ' *,41IIPA 4 - R/W di err LEGEND: NOTE: 4 2"Cold Plane k\ I : 4 I I \\ _ --..j 1. Cold plane 2-inches and replace 2"HMA Pavement,Mix No.IV with 2-inches HMA Pavement, Mix No. IV. r See Structural Plans l \ 1 I I ) )1, ) il I1 STATE OF likWAI DEPARTMENT,TRANSPORTATION Iro'4' HIGHWAYS:0/1510N 2 ,?, UE 6 giHiF : ROADWAY PLAN i Ill 554 1 , HAWAII BELT ROAD Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(077) i // / /7/1 Scale:1,20' Date:Mar.2024 SHEET No R-I OF / SHEETS 11 FED TOTAL DIST No PAa.NO YEAR No SHEETS \ Hnwn Hnw. BR-019-2(0771 2024 13 184 �n PGF '2,- I \ Nanue Stream Bridge �� Mamalahoa Highway h � R/W 1 x .y 1 ti �'� b' � � +�„ 1 Q9— ep 410‘ 25'-0" - I I_ 0 I 1 I - 25'-0", Y E—To Hanlakua - """"-ID in w w w w " w w - w w w w w �L Z, -Iw . I mnII Mamalahoa Highway ii.7. m m m m m m m m m m m .m I., m I I _ ° D es ° \ Q7T7 { — �, IIII p ,_-, vlifo1 ©\ To Hilo—� ��� N, \ alhilli Ur �� � • L_ lig � 4 V \) �I ' ^,,:_ R/W \ 6"White Edge Stripe with Type C Raised Pavement Markers a `t_ ,- ,_\' \ @ 90'-0"c.c.(Tape Type I or Thermoplastic Extrusion) . -' �` \\ 4"Double Solid Yellow Stripe with Type D Raised Pavement Markers ' @ 20'-0"ac.(Tape Type I or Thermoplastic Extrusion) • I . ..:®6 1 DEPARTMENT A TRANSPORTATION nnoN 5 worrvewvs omeiory I LOFOR e I PAVEMENT MARKINGS PLAN a i $ HAWAII BELT ROAD g` 1 s Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(077) Scale:1"=20' Date:Mar.2029 SHEET No.P-2 OF 2 SHEETS 13 TR oIST.NII STATE SHEETS HAW BR-019-2(077) 2024 25 V Score. P NpRTN To Hilo 1 n. To Honoka'a c ,2 p ft. , 531'-4"± a a 050'-0" 50'-0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 50'-2" o m m s.. c m _ W �'d d ddddUpstream dd' 2'1 N W Ey¢W 4I 41 m W exist.conc. m 9— exist.curb QMI W m m W m EY W 6YW E,4:( railin9,typ. EW EV line EAU- .,,),1+.:16v�W EY�4i EY¢W Hawaii A exist. Belt Road/ t�� exist �� SA/.19 SAi./5 SA/J5•. Bridge sidewalk drain girder-0inlet,typ. girder 0 MI 1 _ Girder II I _ . Girder e_ - 1 exist. Exist. Steel sidewalk I I p u, Plate Girders to be Abrasive exist.conc. Blasted and Replace Deck Expansion railing, typ. Downstream Hybrid Polymer Concrete(1-1PC1 Painted Joint Seal, Typ.at Abutments Overlay,See Sht.SAII.I and Bents 3,5, 7,9,See Sht.SAILI LAYOUT PLAN Scale: I"=20'-0" LEGEND: STATE OF likWAII P C. Existing Girder Line oEPAA ON eoaHa oMa oN g :lag E Expansion Bearing LAYOUT PLAN F Fixed Bearing HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation EJ Expansion Joint in Deck Federal Aid Project Na BR-019-2t0771 Scale:As Noted Date:Mar.2024 SHEET No.SAM OF 2 SHEETS 25 IDSTTIOD \�� oHAwA�o HAwE BR-019-2!077) 2024 26 SHEETS SE% e 4'q To Hilo 1 n �' To Honoka'a c rt. 50'-0" 50'-0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 50'-2" Upstream N M P �, ,O , o. 01 p'� d d O O O '' d O O p,N ,a s s s s m Foundation Repairs, m s, s s CH See m¢ Ev' m,iA, co deck above exist. co, o I,�oA10..12 SA10.1/andct mI mI m, CO Tr 0 »I b o a 1 IP Hawaii 1 " Q m m 11 Belt Road/ —r m Iu 1 o ;' Pto : Z. .,f �,:. p a, 210 mo- 2 ,,r:') a z 210 200190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 —0 20 �l �� a, 10 20 64/ 60 70 80 90 100 110 120 130 )40 150 160 1J0 180 180 200 edge of exist. Downstream 30 SD deck above Existing Foundation Foundation Repairs,See Pedestals to be Partially Shts.SA10.13 and SA10.14 Demolished and Rebuilt, Typ,See Shts.SA10.1 through SA10.8 FOUNDATION PLAN Scale: I"=20-0" NOTE: DEPARTMENT AT�ON HIGHWAYS DIVISION SNAV8o1V181ON . g + Dimensions will be finalized after in-depth 4.-2 , Mik € survey information has been obtained at FOUNDATION PLAN foundation pedestal locations. HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) Scale,As Noted Date:Mar.2024 SHEET No.SA1.2 OF 2 SHEETS 26 Replace Deck Expansion Hybrid Polymer Concrete Abrasive Blast and Paint All oIST"O STATE ,Aa"O VEHH "O SHEETS Joint Seal, Typ.at All (HPC1 Overlay, See Sht.SAIL! Existing Steel Plate Girders HHwH11 HHwBR-019-2(077) 2024 27 Abutments and Bent Nos.3, and Bracing Elements, See 5, 7,9,See Sht.SAIL! 53/'4"* Shts. SA7 Series To Hilo ° ,, To Honoka'a ;c: 0 c` ,_ 50'-0" y, 50'-0" 40'0" 72'0" 90'0" 72'0" 90'0" 72'0" 40'0" y_ 50'2" m c 2''�• N M ° lop of exist. �' m � •` d d d d d 0 0 d d d c ,� i i i x x conc. railing i i a a 'ro , w w' m ` `c `c `c `c `c `c c c m Ev a m m m m m exist.conn m m, m m W W deck W 40 gy W W :71-1—, __11_11=-1.11.1==.1.1—,1.=11-11E _11 �� �1� 1.1— — = 220— 220 :-210 F E F� F E'E �� �� F E f f E E F 2/0— 200 °-- \\ Irr exist.steel – 200 190 girder Elastomeric l90 d. Expansion Bearings, Replace Steel Bents, —l80 \ Elastomeric Fixed Typ,See Sht.SA9.5 ' See Shts.SA4 Series / 180— SeerSht. A9.4 -/Typ., 170- -170 See Sht.SA9.4 —160 , l60 —150 \ 150 40 140 l30 130— —120 Al 120- -110 110 100 P9 approximate xist.grade 100 —90 Existing Foundation \ e 90— 80 Pedestals to be Partially 80 Demolished and Rebuilt, N —70 Typ.,See Shts.SA10.1 \ _7 70— 60 thru SA10.8 60 —50 \ d. OHWM exist.footing, typ. \ elev.15.0f 50 —40 \ \ / 40— 30 -11V normal 30 V 1 water elev 0 ,7 0 —/0 0— LEGEND, E Expansion Bearing DOWNSTREAM ELEVATION P 0 F Fixed Bearing Scale: 1"=20'-0" DEPARTMENT °N o TMEN OFTRANSNORT .-= EJ Expansion Joint in Deck _ _ BRIDGE ELEVATION 011WM Ordinary High Water Mark HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(0771 Scale:As Noted Date:Mar.2024 SHEET No.SA2J OF / SHEETS 27 �SII:its BR-0/9-2!0771 2024 28 SHEETS �A Hawaii BeU Road/ "" ""w N Bridge Upstream N Downstream g-3,1 o o N i Replace Utility Brackets picz 6'-6" I 6" I 9'-0" I, 6'-6" and Hardware,Match in-kind shapes and 9"" sizes.Provide Stainless sidewalk SteelType2205edgeof exist.exist.cont. VV Hybrid Polymer railing,typ. g ter Concrete(HPC1 edge of exist. N N Overlay,See Sht - curb " SAll.l0 .o existy 1 —— conduits o e I— I 1#1' I A �r� , , I l_I, I I I—I exist. rider, t ° ° ,Irt\st. I K edge of 77 "RN 9 YP w exist.deck edge of > i ° .1, exist.deck I Existing Steel Plate Girders and Bracing Q06101 om® Elements to be Abrasive Blasted and Painted, See Shts. SA7 Series Existing Lifeline,Brackets, JItsi ° and Hardware to be Removed, Painted,and Reinstalled, Typ. exist. cross exist.air supply 0 Pultruded Fiberglass frame,typ. pipe and bracket e Grating Inspection Platform,See Sht. SAl3.l iill•-----41, TYPICAL TRANSVERSE SECTIONr-A Scale: 1/2"=1'-0" 5././X5)3/ N\NN\NReplace All Hardware, Match in-kind sizes, HDG and Painted Repair and Paint I'I' 71st \Seest v l r Outlets, Io 'i' See Civil Drawings ° 'o Abrasive Blast ° and Paint Exist. Crane Rail,Rods and Supports DEPAA TRANSPORTATION . gHIGHWAYSoPaoN 4.-2 € TYPICAL TRANSVERSE SECTION HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2t0771 Scala As Noted Date:Mar.2024 SHEET No.SA3J OF 4 SHEETS 28 IDSTTIOD �A Hawaii Belt Road/ oHHwH�o HHwE BR-019-2!0771 2024 29 SHEETS N Bridge Upstream 0 Downstream 6,1 6'-6" J 9'-0' J 7'-6" J 9'-0,. J 6'_6" sidewalk �I exist.conc. edge of exist. y.V Hybrid Polymer railing,typ. cotter Concrete(HPC) edge of exist. N Overlay,See Sot t—exist.utility gL conduits curb '6, --- co [SAIIJ L 4 —Ir .1, e� edge ofd / edge of exist.deck , /- exist.deck Al exist.crane rail t . l YP exist.girder,typ. h4 ' �� Existing Steel Plate Girders and Bracing ' Elements to be Abrasive Blasted and Painted, Pultruded Fiberglass Grating / See Shts.SA7 Series Ill0hik4: Inspection Platform, See Sht ���, ✓ o SA13./ ill �'�000, oo'°I o exist.cross exist.air supply P ' —�— ExistingLifeline,Brackets,and Hardware Steel Reinforced ILII frame, typ. IImr pipe and bracket ,III ILII to be Removed,Painted,and Reinstalled, „, „ „ ., ,,.:.,:,., Elastomeric Fixed Bearings,See Sht.SA9.4 � ^-: � Typ. `a , Replace Steel Bents,See '/ Shts.SA4 Series e. 11 'i .` „, TRANSVERSE SECTION AT FIXED BEARING BENTS ( A 0� Scale: 1/2”_l'0" Sn1�A�.2 DEPARTMENTHoaHaoMaoN TRANSPORTATION c 'me mono € TRANSVERSE SECTION AT BENTS 0HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2t077i Scale:As Noted Date:Mar.2024 SHEET No.SA3.2 OF 4 SHEETS 29 �L Hawaii Belt Road/ oHAwA�o HAwE BR-019-2(077) 2024 30 SHEETS N Bridge Upstream 0 Downstream C-.,1 6'-6" J 9'-0' J 7-6" J 9'-0,. J 6'_6" sidewalk > Replace Deck exist.cont. \ wedge of exist. y. Hybrid Polymer Expansion Joint railing,typ. \ gutter �' Concrete(HPC) Seal,See SA11.1 VVV edge of exist. �N Overlay,See Sht exist.utility g _ conduits curb " � � � SA11.7 exist.cable a 3 _I restrainer o ----ducts .. S�' edge of JIBPi g s_ ,...1 •1 edge of exist.deck �p ISN �-i q exist.deck exist.crane rail typ. a- hal exist.girder,typ. Existing Steel Plate Girders and Bracing Elements to be Abrasive Blasted and Painted See Shts.SA7 Pultruded Fiberglass ' ' Grating Inspection lat�INlil, Series Platform Steel ILII exist.cross 1.1r pipe exist.am supply ,III ,I=I Existing Lifeline,Brackets,and Hardware Steel Reinforcedric Expansion frame, t pipe and bracket to be Removed,Painted,and Reinstalled, Bearings,See Sht.SA9.6 :-: ; Typ. „k `v Replace Steel Bents, ,1/ See Shts.SA4 Series 'i .` TRANSVERSE SECTION AT EXPANSION BEARING BENTS( A ENT OF P Scale: 1/2"=1'-0" SAIJA9.3 oEPAA Hyo .,,D.s.o,TRANSPORTATION c Mme mono € TRANSVERSE SECTION AT BENTS 0HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) Scala As Noted Date:Mar.2024 SHEET No.SA3.3 OF 4 SHEETS 30 0 0 Hawaii 0 0 .g-rg 1-,,,,, PAa,ANOO TgAA` No: s-YX-s Belt Road/ BR-019-2(077) 2024 31 43 Upstream o Bridge Downstream 6,1 o o' o' NOTES: 6'-6" I 9'-0" I T-6" I 9'-0" _I 1" >< .< 4'-0" �l'-3�< < g„ 1. Remove and salvage existing sidewalk crossframes and seismic edge of exist. bracings at Abutment Bearings. exst.conc. �; railing,tyP. gutter �VIedge of exist. 2. Install provisions to allow curb -' Hybrid Polymer lacking of bridge off existing J_ o Concrete(HPC) ; L abutment shelf. Overlay 3. Demolish and remove existing I—1 bearing stiffeners and existing bearings. IF we Il @, i IF 4. Demolish 1"depth of concrete __m kt I I ` Remove,Salvage, beneath bearing location. (21-1"Thick and Replace Exist. Bearing Crossframes and 5. Pour Very Early Strength Stiffeners Seismic Bearing Latex Modified Concrete inlay at demolition locations,Finish Each Bearing smooth. Location exist.cont. lilkitti• —— I I�. creep block III. 1, I 6. Install new bearing,new I I ''I' II—II lIISM1 1—'` I bearing stiffeners,and new I == I ice• �i I i ^-1- anchor bolts. N. 7. Strike bridge shoring. Demolish 1"of Existing Abutment 8. Reinstall crossframes and Shelf and Repour seismic bracing. /.."---4 o with VESLMC o 0 TRANSVERSE SECTION _II= AT ABUTMENTS (211"Thick r Scale: 1/2"=l'-0" A3.4 SA3. Bearing Remove,Salvage, Remove,Salvage, Stiffeners Each and Reinstall and Reinstall 1"Thick Galvanized Bearing Location io Cross Frames Cross Frames111111111, 1 Steel Masonry Plata1"Thick Steel %O,16 and Bracing and Bracing Welded to Flange Reinforced :I{ I 'I Added :Elastomeric Bearing 1 Bearing '!Ve ! Anchor Bolts ing�� Pad Adhered to �p Seat II II f• _ Slotted Holes DEPARTME,...E0.- 1T RANSPORTATION °- ='A a Girder Flange m u m�II Im_ L EHIGHWAYSo�PaoN .ii. _ TRANSVERSE SECTION "' ' �— �7—Anchor Bolt wit AT ABUTMENTS VESLMC , Shear Lug Ili; H U HAWAII BELT ROAD _ VESLMC Nanue Stream Bridge Rehabilitation FIXED BEARING DETAIL1 EXPANSION BEARING DETAIL Federal Aid Project Na BR-019-2(077) Scale: 1 1/2"=1'-0" A 41SA�• I Scale: 1 1/2"=1'-0" Az3.4ISA. � Scala As Noted Date:Mar.2024 SHEET No.SA3.4 OF 4 SHEETS 31 Hilo Honoka'a o,ST.No STATEFP=1"MSECARIE No SHEETS N.) C Column HAwAll DAM'. BR-019-2(077) 2024 53 EA2 1/2"x 1/2" 1 l0 'I Double Lacing Bars h 4 © Weld Detail TBD A5.4sA5.4 /8" .� N WP -N WP _ __ 1 V Lacing Bar, Lacing Bar, Bottom Top Lacing Bar, /8 A ', , 11 A Top V All Contact N Column— ` , --' 5/8" —5/8" 1/8 Edges 5/16 `° Column Web 5/16 r hColumn -5/8" II 5/8" Flange Column 1Column Web Column Flange Lacing Bar, v Flange Bottom ® ® A E lI 21/2"x 1/2" DETAIL S( 21 SECTION B 1 SECTION c 1 3 Double Lacing Bars Scale: 3"=1'-0" �5.4IS65.4 Scaler 3"=1'-0" A5.4I565.4 Scaler 3"=1'-0" 45.4IS .4 8V SECTION A 1 Scale: 1 1/2"=1'-0" �5.4I515.4 N Column 1 ' r l'-l0" r" 7'-2" 4' J'-6"Typ. 2 1/2"x 1/2" Double Lacing 'iMiffl Bars 1 1/4"Radius at vNWil Ends of Bars, TYp,Irak , v5.44SA5.4 LACING RENDERING DETAIL s1NTS Ai4 15.5.4 ilboFIA oP\'' WP „i, WP r Weld Detail TBD DEPARTMENTsTAERFERwAii TRANSPORTATION P g�! � A wo�rvvwve omeiory G:o� r_ € COLUMN SECTIONS AND DETAILS 0 LACING BAR HAWAII BELT ROAD _ ELEVATION DETAIL r- 5.1 :415.6,5•4 1 -- Nanue Stream Bridge Rehabilitation Scale: 1 1/2"=1'-0" Federal Aid Project Na BR-019-210771 Scala As Noted Date:Mar.2024 SHEETNo.SA5.4 OF 22 SHEETS 53 HAWAII HAW. BR-019-2(077) 2024 55 r „A„ Top Batten Plate-Na of Eq.Spaces(See Schedule) "A" 1 (See Schedule) (See Schedule) - A ---1-- ---1-- ---1-- ---1-- ---1-- ---1-- —¢Brace T T � T T 3 Sides 1/4 N 1/4 N L7x9x7/2 14"x 9"x 1/2" Batten Plate, Top, Typ. PLAN A 1 1'-1"x 9"x 1/2" Scale: 1 1/2"=1'-0" 4.61SA5.6 Batten Plate, Top, A5.6SA5.. Typ. "A" Top Batten Plate-Na of Eq.Spaces(See Schedule) _ "A" 1 N (See Schedule) (See Schedule) cv /—L7x4x1/2 'lN Brace '1 4—$4 ° 0 0 .- 1 n IqO O O ,i, 4, (6)- 7/8"Dia.Bolts L N ri ill ELEVATION S( B 1 Scale: 1 1/2"=I'-0" A 6�S,).6 m-N Brace 2" 1'-I"x 9"x 1/2" 3 Sides Batten Plate, Top, 1/4 Typ. -� 1 N Brace I I DEPARTMEs------. T OFTRANSPORTATION 2 ,, o L 7 x 4 x 1/2 1/4 k HIGHWAYS°a°" = DIAGONAL BRACE PLAN, -o o SECTION r C- ELEVATION AND SECTION Scale: 1 1/2"=1'-0" A 61SA.6 HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT UPPER INTERIOR DIAGONAL BRACING Scala As Noted Date:Mar.2024 SHEET No.5A5.6 OF 22 SHEETS 55 HAWAII HAW. BR-019-2(077) 2024 58 r " Top Batten Plate-Na of Eq.Spaces(See Schedule) "A" 1 `(See Schedule)* "(See Schedule)' Bottom Batten Plate-No.of Eq.Spaces(See Schedule) Eq. '1` Eq. 1 Eq. '1` Eq. 1 A } T--��T } ?--��T } T--��T } — Brace I I I V ......�.,...,�..,. ,..._.�.,.,...'' ---T-- 1 1 ---T-- _ 1�1 ---T-- l/4 N 3 Sides 1/4 ► 1'f'x 9"x 1/2" \'\_C 8 x 11.5 l'-1"x 9"x 1/2" Batten Plate,Bottom, Typ. Batten Plate, Top, Typ. PLA Scale: 1 1/2"=7'-0" �5.9�5�. ('-1"x 9"x 1/2" 0 0 Batten Plate, Top, Typ. A5.95A5.9 A5.95A5.9 k „A„ Top Batten Plate-No.of Eq.Spaces(See Schedule) „A„ 1 <(See Schedule)* Eq. Eq. Eq. Eq. *(See Schedule) fC8x11.5 v __Lt - —¢Brace 0 0 0 "^ -T--7 -I' 0 0 0 (6)- 7/8"Dia.Bolts L --`—l-1"x 9"x 1/2" Batten Plate,Bottom, Typ. ri , Bottom Batten Plate-No.of Eq.Spaces(See Schedule) 0. ri ELEVATIONS Scale: 1 1/2"=1'-0" k5.915 . ,1—¢Brace m— Brace 1/4 3 Sides r 1 1'-l"x 9"x 1/2" Batten Plate, Top WI S Brace S Brace /4 Ir 1 X41 L_ I ,r, C 8 x 11.5 C8x11.5 STATE OF likWAII PDEPARTMENTTRANSPORTATION °" ' s�m,�s 1/4 � J'-1"x 9"x 1/2" 1/4 ► 3 Sides c=eP. = Batten Plate,Bottom DIAGONAL BRACE PLAN, a ° ELEVATION AND SECTION SECTION r c SECTION D 1 HAWAII BELT ROAD = Scale: /1/2"=J'-0" A5.9ISA5. Scale: /1/2"=1'-0" A5.91SA5.9 Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT LOWER INTERIOR DIAGONAL BRACING Scale,As Noted Date,Mar.2024 SHEETNo.SA5.9 OF 22 SHEETS 58 ..L.. HAWAII HAW. BR-019-2(077) 2024 60 r ..A.. Lacing Bars ..A.. I (See Scheduler lSee Scheduler 2 1/2"x 1/2" Lacing Bars, Top, Q 1/4 V T31 yp. A C Brace ��_ � v 3 Sides> 1/4 N 1 1/4"Radius at Batten Plate 1/2" ToTYp• Ends of Bar, Typ. L6x4x1/2 PLAN A Scale: 1 1/2"=l'-0" 4.//ISA5.1 0 0 A5J/S•.1 ANUS . Lacing Bars +(See "(See Schedule ( Scheduler 21/2"x1/2" I'-1"x9"x1/2" Lacing Bars, LL 6 x 4 x 1/2 Batten Plate, Top, m— Top, Typ. Typ. Nl 1 — –a-r — — –�r —C Brace ��v WH-- - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - o o-o -�-- o 0 0 N. L N _ 1, 1) 1, (6)- 7/8"Dia.Bolts L ri ri ELEVATION r e Scale: 1 1/2"=1'-0" A5.1/ISA5.1 NOTE: 6 Brace I6 Brace Lacing Bar +Detail 1 shows alternative lacing L 6 x 4 x 1/2 bar fabrication and attachment detail. Detail may be used in lieu of l'-l"x 9"x 1/2" 2 1/2"x 1/2" stacked lacing bars. Details will be 3 Sides 1/4 r Batten Plate, Top, Lacing Bars finalized at the time of 905 design. TYp• r.."►� 6 Brace 6 Brace _ 1_ _ • _ Top and Two 0/81 ` All Edges F I 1 F I Vertical Faces ENTOFTW , 1/4 \ L 6 x 4 x 1/2 L 6 x 4 x 1/2 oEPAA HOHAaHaDMSON AT ON s W e 0 a HORIZONTAL BRACE PLAN, moi SECTION r c SECTION o DETAIL r , ELEVATION AND SECTION e` a scale, 1 1/2"=l'-0" A5.11ISA5.1 Scale: 1 1/2"=1'-0" A5.11ISA5.1 Scale: 1 1/2"_l'-0" A5.//ISA5.1 HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(0771 BENT UPPER HORIZONTAL BRACING Scale:As Noted Date:Mar.2024 SHEET NO.SASJ/OF 22 SHEETS 60 7IDSTTIOD STATE PAT NO. HAWAII HAW. BR-019-2(077) 2024 62 r ..A.. Lacing Bars ..A.. 1 `(See Schedule)" (See Schedule) 2 1/2"x 1/2" Lacing Bars, 1/4 V Top, Typ. A n � 1 r 4\I 1*-17"41\*41 ill _-- -¢Brace OTSIN I 1 4 2 1/2"x 1/2" , /'-/"x 9"x 1/2" 1 1/4"Radius at 3 Sides 1/4Lacing Bars, \—C 8 x 13.75 Batten Plate, TOB, Typ. Ends of Bar, Typ. Bottom, Typ. PLANA1 Scale: 1 1/2"=1,-0" SA5.13ISA5.13 0 Ink SA5J3 SA5.1 SA5J3 SA5.1 "A" Lacing Bars "A" (See Schedulel 2 1/2"x 1/2" 1'-1"x 9"x 1/2" T(See Schedule) C8 x13.75 Lacing Bars, Batten Plate, -C Brace Top, Typ. T#B, Typ. .. —� �,.n� �.,,- �„�, 0 0 0 V Nn - 1 0 0 0 L i L I W W (6)- 7/8"Dia.Bolts II 2 1/2"x 1/2" Lacing Bars, ELEVATION ( B\l ni Bottom, Typ. Scale: 1 1/2"=1'-0" SA5J31SA5./3 NOTE: ¢Brace t ¢Brace Lacing Bar *Detail 1 shows alternative lacing C 8 x 13.75 bar fabrication and attachment 3 Sides 1 2 1/4 ®® detail. Detail may be eed in lieu of 1'-1"x 9"x 1/2" 2 1/2"x 1/2" stackedinalilacing bars. Details esl be n. Batten Plate, TOB, Lacing Bars, TOB, finalized at the time of 90%design. Typ. Typ. *. ¢Brace ¢Brace Top and Two (1/8) \ ` All Edges STATE OF X.NPII P 0 C 8 x 13.75 C 8 x 13.75 Vertical Faces DEPARTMENTAVON OS TRANSPORTATION HIGHWAYS DIVISION '!:P 2 1/4 h. HORIZONTAL BRACE PLAN, °'P' ELEVATION AND SECTION SECTION c SECTION a DETAIL HAWAII BELT ROAD Scale: 1 1/2"=1'-0" SA5.13ISA5.3 Scale: 1 1/2"=1'-0" SA5./31SA5.3 Scale: 1 1/2"=1'-0" SA5./3ISA5.3 Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT LOWER HORIZONTAL BRACING Scale:As Noted Date:Mar.2024 SHEET No SA5J3 OF 22 SHEETS 62 ED ROAD DIST.NO. STATE EEOEAANpqaj o YEAR SHEETS r „A„ Top Batten Plate-No.of Eq.Spaces(See Schedule) A 1 HAWAII HAW BR-019-2(077) 2024 SHEET64 `(See Schedule)" "(See Schedule)' 1/9 V A - - „mm ,,n t t t t t t —C Brace V - - 3 Sides> 1/4 N L/3-- -:' 1'-5"x9"x1/2" L7x4xl/2—/' Batten Plate, Top, Typ. PLAN ( A Scale: 1 1/2"=1'-0" SA5151SA .5 I-5"x 9"x 1/2" Q Batten Plate, Top, SA5.15SA5.1 Typ. „A„ Top Batten Plate-No.of Eq.Spaces(See Schedule) „A„ 1 N `(See Schedule) L 7 x 4 x 1/2 "(See Schedu/el' N ,t n== 1 Brace 0 0 0 M 9 -0-0—e- 0 0 0 N — 4' 4' (6)- 7/8"Dia.Bolts L ELEVATION ( B\l �111 Scale: 1 1/2"_/'-0" SA5./51S)1./5 ¢Brace /'-6" Typ. x 9"x 1/2" 3 Sides Batten Plate, Top, 1/4 Typ. Brace o 9 �� L 7 x 4 x 1/2 1/4 \ HIGHWAYS DIVISION '= DEPARTMENTAVON 9:m a a P DIAGONAL BRACE PLAN, mono x€ SECTION r C ELEVATION AND SECTION ,4 m e` . Scale: ///2"_/'0" SA5./5ISA5.5 HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT-TO-BENT DIAGONAL BRACE Scale:As Noted Date:Mar.2024 SHEET NoSA5.15 OF 22 SHEETS 64 FED ROADSTATE FEDERAL ASD FISCAL SHEET TOTAL pgaj No YEAR „q„ Lacing Bars „A„ 1 OHAwA�O HAW BR-010-2(077) 2024 67O SHEETS `(See Schedule1"" "(See Schedule)' 2 1/2"x 1/2" Lacing Bars, Top, 1/4 V/ "^ Typ. A '4/ 4:701*-C'' AN/T4t' i'' f 1- Brace __ _7// /''TO#k // i''T/A7r/ i \ \ \ ,I / lidirlilli'r 3 Sides 1/4 k 1//4"Radius at `C 8 x 13.75 2 1/2"x 1/2" 1-5"x 9"x 1/2" Ends of Bar, Typ. Lacing Bars Bottom, Batten Plate, TSB PLAN ( A Typ. Scales 1 1/2"=1,-0" SA5.181SA5.8 0 0 SA5/8S : SA J8S•.: _ Lacing Bars `(See Schedule1< "(See Schedule)' 2 1/2"x 1/2" 1'-5"x 9"x 1/2" Lacing Bars, Top, C 8 x 13.75 Batten Plate, TM Typ. Brace L L (61- 7/8"Dia.Bolts 2 1/2"x 1/2" 2' Lacing Bars, 3„_ Bottom, Typ. ELEVATION ( B .13„c Scale, 1 1/2”=1,-0" SA5181S .8 NOTE, �(t Brace 4,—S Brace +Detail l shows alternative lacing bar fabrication and attachment F 6 detail. D Detail maybe used in lieu of Px 9"x l/2" 1/4 2 1/2"x 1/2" C 8 x 13.75 Lacing Bar stacked lacing bars. Details will be Batten Plate, TSB, 3 Sides Lacing Bars, TSB finalized at the time of 90%design. Typ. Bracei. Bracei. r _I 1 N 4 lwu : � OF C 8 x 13.75 C 8 x 13.75 + DEPARTMENT OF TRANSPORTATION !e P g 1/4 k Top and Two HORIZONTAL BRACE PLAN, off, Vertical Faces All Edges SECTION ( C SECTION ( o DETAIL r 1 ELEVATION AND SECTION BELT RAD Scale: 1 1/2"=1'-0" SA5.181SA5.8 Scale, 1 1/2"=l'-0" SA5.181SA5.8 Scale: 1 1/2"=1'-0" SA5.181SA5.8 Nanue SteamLBridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT-TO-BENT HORIZONTAL BRACE Scale,As Noted Date,Mar.2024 SHEET No SA5J8 OF 22 SHEETS 67 L oIST.No STATE SHEETS rA" Top Batten Plate-No.of Eq.Spaces(See Schedule) A 1 HAwAll HAW BR-019-2(077) 2024 69 `(See Schedule)>> "(See Schedule)' Bottom Batten Plate-No.of Eq.Spaces(See Schedule) 1 Eq. Eq. Eq. Eq. 1 1 1 7/4 V A r r r vm. ,n i t --�� —¢Brace N I I S I 4 I 3 Sides> 1/4 N 1'-1"x 9"x 1/2"Am& 1-- -', T / ii T I T 1'-1"x 9"x l/2" Batten Plate,Bottom, Typ. Batten Plate, Top, Typ. PLANA Scale: 1 1/2"=7'-0"SA5�20�5�.0 1'1"x 9"x 1/2" 0 0 Batten Plate, Top, Typ. SA5.20 SA5.20 SA5.20 SA5.20 k ..A.. Top Batten Plate-Na of Eq.Spaces(See Schedule) ..A.. 1 N `(See Schedule)< 'I`(See Schedule)' N Eq. _ Eq. Eq. _ Eq. N - ,,,,. .. v ft o o o —S Brace (6)- 7/8"Dia.Bolts Lj 1'-1"x 9"x 1/2" >2'> Bottom Batten Plate-No.of Eq.Spaces(See Schedule) Batten Plate,Bottom, Typ. N %3" ---13..` ELEVATION r"—a- Scale: 1 1/2"=1'-0"SAS2OISA .0 .y S Brace ' S Brace x 9"x 1/2" 1/4 Bat 3 Sides Batten Plate L,' r , 1 S Brace— r S Brace- 1/4 a .® C9x13.4 4 C9x13.4 1/4 k 1'-1"x 9"x 1/2" 1/4 ► 3 Sides STATE OF likWAII P DEPARTMENT TRANSPORTATION �� TMeNT of TaANSPoaT P,. 2 ! Batten Plate HIGHWAYS "a°'°'a'°" 5=W r g DIAGONAL BRACE PLAN, :151 € ELEVATION AND SECTION SECTION r c - SECTION r D 1 HAWAII BELT ROAD Scale: 1 1/2"_/'-0"SAVO'S:5.20 Scale: 1 1/2"_l'-0"SA5,201SA5.20 Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT EXTERIOR DIAGONAL BRACE Scale:As Noted Date:Mar.2024 SHEET NoSA5.20 OF 22 SHEETS 69 HAWAII HAW. BR-019-2(077) 2024 71S-1 r "A" Top Batten Plate-Na of Eq.Spaces(See Schedule) „A„ 1 (See Schedule) (See Schedule) A } } ---+-- ---+– } } — Brace 3 Sides> 1/4 N1/4 N i I \ L 3 1/2 x 2 1/2 x 1/2 P-1"x 9"x 1/2' Batten Plate, Top, Typ. PLAN ( A 1 Scale, /1/2"=/'-0"SA5,231SA5.23 C S .23SA5. k Ir „A„ 1 Top Batten Plate-Na of Eq.Spaces(See Schedule) „A„ (See Schedule) (See Schedule) kr l'1"x9"x1/2" Batten Plate, Top, Typ.\ V l . . Brace : - L31/2x21/2x1/2 � � 4 A M J .1, (3)- 7/8"Dia.Bolts L ri ill ELEVATION A( a Scale, 1 1/2"=1'-0"S 523515.3 -4 Brace 2" ° /4 3 Sides 11'-1"x 9"x 1/2" Batten Plate, Top, Typ. Brace rill"-- — 1 P 0 DEPARTMENT OFTRANSPORTATION P,. 2 0 L 7 x 4 x 1/2 1/4 ""a°Ma°" t' VERTICAL BRACE PLAN, OH o SECTION Ac 2 ELEVATION AND SECTION Scale: 1 1/2"=1'-0"S 5.23IS .3 HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) BENT VERTICAL BRACING Scale,As Noted Date:Mar.2024 SHEET NoSA5.23 OF 22 SHEETS 71 S-1 ED ROAD A TOTAL DIST NO STATE EEOEAANo YEAARL SNO.' SHEETS r „A„ Top Batten Plate-No.of Eq.Spaces(See Schedule) A 1 HAWAII HAW BR-019-2(077) 2024 71S-3 `(See Schedule)' "(See Schedule)' 1/9 V A - - „mm ,,n —C Brace I I i i I I V - !,:?Tfl , _ 3 Sides> 1/4 l'-5"x 9"x 1/2" L3//2x2//2xl/2i Batten Plate, Top, Typ. PLAN A Scale, 1 1/2"=1'-0"S15:2515;15 0 SA5.25SA5.25 „A„ Top Batten Plate-No.of Eq.Spaces(See Schedule) „A„ 1 `(See Schedule)' "(See Schedule) a- l'-5"x 9"x 1/2" M Batten Plate, Top, Typ. _ L 3 1/2 x 2 1/2 x 1/2 V �.,,. _ —C Brace A L $ e—o - \A M y (31- 7/8"Dia.Bolts L a ELEVATION ( e gii Scale: 1 1/2"_l'-0"S 5,251SA5.5 i, 1L Brace l'-6" ('-5"x 9"x 1/2" Batten Plate, Top, 3 Sides Typ. 1/4 tt Brace d- ni t '. so.E.F_„ PO L 3 1/2 x 2 1/2 x 1/2 1/4 DEPARTME"T OF TRANSPORTATIONM � o HIGHWAYS DIVISION 5z Wa VERTICAL BRACE PLAN, OH SECTION k C ELEVATION AND SECTION ,4 m e` . Scale: ///2"_/'0"S 5251SA5. 5 HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(0771 BENT-TO-BENT VERTICAL BRACE Scale:As Noted Date:Mar.2024 SHEET NoSA5.25 OF 22 SHEETS 71 S-3 Upstream Downstream AA10S0.2 01-1.. ""w BR-019-2(077) 2024 5113 SHEETS Remove Upper Portion of BridgeN 460" 460" Exist.Anchor Bolts Remove Upper Portion of 3/4" 7,_6„ I'-0 3/4" 4-0 Exist.Anchor Bolts exist.17/8"dia. 2�E 4'-0" 1'-0 3/4" Do not Damage Exist. anchor bolts >�� 2„ Reinforcing Steel 1'-0 3/4" EMI 1'-O 3/4" exist. l 7/8" b. I I m dia. anchor M I I, I boltsle-11- -0,, h � I F� '. e F 4,ef A exist.17/8" Demolish and �� � V dia.anchor `^ Remove Upper ']_ L i� l �.�.. N ff� A A bolts �A Portion of a o Concrete r _� _ 5%8„ N Hi5'0" i Pedestal M ' 1 r* r+t ���■_��j exist. 16y l" V A al" square vert. I�� ii v 1 IMEITAIM MIEMM r t 1 ,o 0 MEM 0, Aexist.(6).6 '` r I exist./21 I" . m ert o exist. 4 cl. r t 1 square vert. . stirr. @ 18" i8 oc -- exist."4 cl. U --- n '' 4C06 `4vert. IIII 1— -S A bi< 4A Mt, I48 I Y`v�?`v�,` l'-9„ 1-9„ 16-6„ < 8'-3" 0 A10.2 SA10. SECTION ( A 1 BENT NO. 4 FOUNDATION - DEMOLITION ELEVATION r B-. SECTION r c- Scale: 1/4"_l'-0" SAIQ.2 I5N0.2 Scales 1/4"=1'-0" SAIQ.2 In0.2 Scaler 1/4"=i'-0" SA/Q.2 1SAJP.2 LEGEND V1� Demolish and Remove NOTES, DEPARTMENT AVON MENT of TRANSPORT HIGHWAYS DWISION 1 -2 o Demolish and Remove with I. The Contractor shall not damage,demolish,or remove any FOUNDATION DEMOLITION _ _ € ',. No Larger Than a 60-Lb existing reinforcing steel or anchor bolts,unless explicitly ELEVATIONS AND SECTIONS Pneumatic Demolition Hammer shown. HAWAII BELT ROAD _ Demolish and Remove with No 2. If reinforcing steel is encountered within the demolition limits Nanue Stream Bridge Rehabilitation Larger Than a 30-Lb and is not shown on the contract drawings,inform the Federal Aid Project Na BR-019-210771 Pneumatic Demolition Hammer Engineer immediately. Scale,As Noted Date,Mar.2024 SHEET No.SA10.2 OF 14 SHEETS 113 o AOAo STATE FEOEAA�A,o FsCAAI- SHEET TOTAr Upstream Downstream g,,,,��,,,,� o,sT.No PAa,.NO. SAA No SHEETS 4'0" >4'0'' Boltsxist AnchorDo not e ¢Bridge 9 =�".3 Hilo HAwA > < _ i� �^w BR-019-2!077) 2024 114 E 1'-0 3/4" 1'-0 3/4" 1'-0 3/4" I'-0 3/4" Honoka'a ` Damage 4'-0" exist.1 7/8" 0Demolish and Remove Do not D k dia.anchor A1035A1o.3 Exist.Anchor I'0 3/4" h I'-0 3/4" Concrete Pedestal r Sawcui I"Deep I>I<I< 11 bolts I II Bolts 11 I IM Around Entire V F exist.I U8^ p I F v I °I _ Perimeter F A/ r. dia.anchor ' :1, i '/ M AA .— bolts � __ ` .�. o t" L ;, "„ a� . ► k A .. exist.1 7/8"dia. &-' ` exist.17/8"dia. o m anchor bolts M M anchor bolts N 6AF 11'-6" 9'-0" A < < exist(6J'�6 A L A vert. I- -[ 7- exist..4 cl.stirr. Wuxi` 6C aD I @ 18"oc 6'0" 10'-0., 7'-6" < 12'-0" SECTION (----T1 BENT NO. 6 FOUNDATION — DEMOLITION ELEVATION ( Scale: 1/4"=1-0" SA10.3 SAi0.3 Scale: 1/4"=f-0" 5A10.3ISA,63 SECTION ( c-. ,Upstream Downstream Scale: 1/4"=I'-0"SA/1�.3 ISA/0.3<4 0> exist.1 7/8"dia. Hilo 4'-0" Honoka'a Remove Upper Portion of Exist.Anchor Bolts �11II''���Bridge �< 2"" anchor bolts ,-- 1'-0 3/4" 1'-0 3/4" o A10.3SA10.3 Remove Upper Portion of o I II 1—Demolish and Remove II I I Exist.Anchor Bolts = I I Upper Portion of Cone A r/I/� Pedestal o .�® o m �� �L 4ir ® _ � ® N � L A ° Sawcut I"Deep a o n A exist.1 7/8"dia. Around Entire v anchor bolts M III Perimeter II I 11 11 lm v M ma- Ik 8I ` - mum exist l61"6 N " n III�I vert. o 0A AR 7C 16" �°' rL% 16" gti 7A 7B exist.(6).6 vert. exist"4 cl.stirr. T-6" 1'-0" @ 18"oc exist. c cl.stirr. 0'-0" 6'-0" 12'-0" 6'-0" SECTION r-e1 LEGEND BENT NO. 7 FOUNDATION — DEMOLITION ELEVATION �1 Scale: 1/4"=k-0" SA 3J AO.3 Scale: 1/4"=1'-0" SA103 ISAL0.3 V1� Demolish and Remove NOTES: DEPARTMENT AVON MENT of TRANSPORT HIGHWAYS DWISION 1.-2 o Demolish and Remove with I. The Contractor shall not damage,demolish,or remove any FOUNDATION DEMOLITION _g_ € ',. No Larger Than a 60-Lb existing reinforcing steel or anchor bolts,unless explicitly ELEVATIONS AND SECTIONS Pneumatic Demolition Hammer shown. HAWAII BELT ROAD Demolish and Remove with No 2. If reinforcing steel is encountered within the demolition limits Nanue Stream Bridge Rehabilitation Larger Than a 30-Lb and is not shown on the contract drawings,inform the Federal Aid Project Na BR-019-2!0771 Pneumatic Demolition Hammer Engineer immediately. Scale:As Noted Date:Mar.2024 SHEET No.SA10.3 OF 14 SHEETS 114 IO oHAWA�o HAwE S BR-019-2!077) 2024 115 HEETS Upstream Downstream A10.4 SA10.4 Hilo Honoka'a 3'6" Remove Upper Portion of ¢Bride g l'-0 3/4" I'-0 3/4" Exist.Anchor Bolts 2" _ 'ph_ a b Demolish and Remove III Upper Portion of Conc. �, Remove Upper Portion of ® Pedestal ,II/ ro' Exist.Anchor Bolts 0 0 exist. l 7/8"dia. o Y_v \_. anchor bolts `n N A A :14 AroundSawcut 1"Deep I� a o exist. l 5/8"dia. Around Entire ", N anchor bolts M II Perimeter I ,o 1 1■■g■■ ME= �F � 111111 iii A MIME 8,9A 6I-0„ -• 8,98 8,9C 1 exist."4 c/.stirr. l'-6" ti< 1'-6" exist.161"6 vert. c 18"oc 6'6" 6'-6" k 6,-0„ l0'-0" 10'-0" �I 12'-0" BENT NOS. 8 AND 9 FOUNDATION - DEMOLITION ELEVATION( A 1 DEMOLITION SECTION A Scale, 1/4"_/'-0" sA10:4AAo.4 Scale, 1/4"=I'-0" SAM 15,9.4 LEGEND STATE OF likWAII V1� Demolish and Remove NOTES, DEPARTMENT AVON MENT of TRANSPORT HIGHWAYS DWISION 1:-. o Demolish and Remove with 1. The Contractor shall not damage,demolish,or remove any FOUNDATION DEMOLITION _g_ € ',. No Larger Than a 60-Lb existing reinforcing steel or anchor bolts,unless explicitly ELEVATIONS AND SECTIONS Pneumatic Demolition Hammer shown. HAWAII BELT ROAD Demolish and Remove with No 2. If reinforcing steel is encountered within the demolition limits Nanue Stream Bridge Rehabilitation Larger Than a 30-Lb and is not shown on the contract drawings,inform the Federal Aid Project Na BR-019-2!0771 Pneumatic Demolition Hammer Engineer immediately. Scale,As Noted Date,Mar.2024 SHEET No.SAi0.4 OF 14 SHEETS 115 FED iD AID FISCAL Hilo 3 Honoka'a Upstream °"qWq° A"'"o "" "° SHEETS C Column r,1 Column HAW ATE BR-019-2(077) 2024 SHEET116 4, ,Z Column/Pedestal/ N Pedestal Grade Beam ¢Pedestal d, I Downstream %SO� NOTES: 1. Details are typical for Bent Nos.1,2,3, 0 ''„ 4 Downstream,5,6 Downstream, 7,8, 05 Between te Pedestals Grade Beam o111NP'' : 2. 4 Existing Anchor Bolts are shown. d/ 2 Sets of 2 Existing Anchor Bolts occur at u� 12'0" �� various locations. J !2) 6( I Bundled !4)-6 r•r-: �N 2 Sets of �- �� _ 12'-0„ l61 5�l o _ _ __ �' (61 5 I—I d (2)"6 1-1 Bundled „ „ 5 u u9 Spc.a 6" q -q� = � Top of Foundation A A, Ifiri:- AI vv Top of Foundation .6 a 8"Vert.Reinf. 111L.m111A�' N ii y tl ,A R L_u 4 �l41-A6 r•�� .6 n@ 8"Vert. . Y 1 D 1• Miry Drill Epoxy into ` Exist.Pedestal A Reinf.Drill$Epoxy filnolairNl I � ll A -0 into Exist.Pedestal 1111 HX2"Clr II 1 1X11 _ "2 11 p •= c 11111 II ISI a = 45 ID @ 9" I © .c w 5 I—I @ 9" ■�`I 1111 X11 I i IMI_11 2" © .,Q w IIYmYii 1 Clr• Q ., , o U ■ 111 1�1 ; 1 111�tl yr. a a = o a m IIII I—II 1 I I I IUIi�Y agco II ° YII�1�Y 1 YII��Y m ° existing anchor bolts °'¢ existing anchor bolts --... .,: 11 � I Ell tl V tllll�tl 1 111 �tl PF v 11�_ ..H 1 1 .!N �% M'i Roughen,Clean,and ii Roughen,Clean,and - . 1 SSD Surface of `,,,, • SSD Surface of Exist.Concrete 4 Exist.Concrete �A —� a Conc.Grade I 11 II a Beam �c a �S zv (Beyond) E ° ° a ° a 4 o f —(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 a m a4 w m ° 4 11 4 11 4 ° w 2 II 4 ' � ° a 4 11 4 It <2 std 4 w .a °ad aas -- ° 4 w a II 4 "2 ° a ® ° 4 11 4 � V 4, III4a V a Pa V —a =—� ° 4 ° afi,4= ==4a 4 a a° 8 ° 4' a 11 4 11, ° a 4 ° a 4 4 ° 4 11 ° II 11 a 11 a° m• °a ° °a ° 4 ° 4 4 ° p 11 a ° a , ° a 4 ° 4 a a ° 4 4 a ° =sem_ ° 4 4 ==a ==1 a 4 ° - ° .P L a 4 a4 4 ° s_.T TYPICAL FOUNDATION TYPICAL FOUNDATION TRANSPORTATIONDIVISION 5—2, PEDESTAL REINFORCING SECTION( A 1 PEDESTAL REINFORCING SECTION( e 1 PEDESTAL REINFORCING "'g' € Scale, 3/4"=1'-0" SA10.51SA10.5 Scale: 3/4"=1-0" SA10.51SA10.5 SECTIONS HAWAII BELT ROAD ° _ Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2(077) Scale:As Noted Date:Mar.2024 SHEET NoSA/0.5 OF 14 SHEETS 116 FED ROAD Hilo t� Honoka'a Upstream DIST NO STATE EPAa,ANOo `YEAR` SHEETS A14.7 r• I —N Column N Column HAWAII HAw. BR-019-2(077) 2024 SHEET117 S Column/Pedestal/ S Pedestal W I S Pedestal U. I Downstream ' Grade Beam I 'lir NOTE: / :, I 441131k 1. Details are shown for Bent I I 4 Upstream Pedestals. I Concrete Grade Beam Between Pedestals d 2 Sets of e, J2'0" oA ��J (21-.61-1 Bundled "s I z• (41-.6 r•r� (61-.5 ( I° '- 1 .. ri- =- 2 Sets 12f0 I, IIS Ilit---21111=1=0 II 9 S5II�� II (21'i6 i�Bundled _vv � N,1 Top of Foundation (61"5 1� 4j N Top of Foundation (4)-46 C '� T n F A i 1 . p- y C D 'IL LI]•I 011�� �1 ul � 1 •m• • A Jx �� .11 xx11`.��ii I-2„ 2 111=1Ill�ll 2"clr 1111 �I lll�n Iii 2 11 II' Clr. ©�§h w n5 to.9" 11111 X111 r 11 11111111111 I X11 CIT. © h w JI II. II. n Q`a , H11 1�tl p H11 1�tl u ¢`a o 5 n@ 9,, II gm n IIID SII 111 �1 -2m n IIn B °' 111 1�1 11II1 ^3 11 : 11 1 m¢ III fl Ir 11 tl111111�1111�II O V Roughen,Clean,and 111■m1�1 1111�1 V.111 L V �;11MMIIIIIIr�t II. . �.111111�111111 7 IS Roughen,Clean,and I SSD Surface of SSD Surface of u 4 u �V V Exist.Concrete r I�►�I ' .11 ...9.1I Exist.Concrete Cont rade A II (81-.6 LJII Be m 12'-0" I (81-.61-1 1111 II 17-0"41— (Bey ndT - a w�ll existing anchor I existing anchor a ° II 11 • o� m existing reinforcing bolts - existing reinforcing �� bolts steel °41—_ 4 a steel -44" _41 �_4- 4k o�H i = steeling reinforcing o m m y II , , , II II , II h °41 —III—a w� dk --II---4 44=,—SII—.== •W13 4 11 I aI ° V II 44 dl a IIIr. 1 ° II 11 44,— —II———II-°k 4 4k-4- II °44 a ° dk° —I———ad- a9k II II I'a II 4 ° II II ° i a 11 [1 ° 11 ° 4I 11 , -J,, ° II=_—4 dk= =11 —dk °III all 111 , 4 ° 1114 ,11, I' 11 ° ° a ° 1- 1-14 IIn ri 11 11 0 ° Ila 11,, J n° 11 Qa as ° a 4 11' fl11 4 a ° 111 1 ° a11 a 1 DEPARTMENT F TRANSPORTATION AYS DIVISION 5 z m ° n ® PEDESTAL�oREINFORCING OH SECTIONS FOUNDATION PEDESTAL FOUNDATION PEDESTAL HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation REINFORCING SECTION A/O.6A REINFORCING SECTION / B 1 Federal Aid Project Na BR-0/9-2(0771 Scale: 3/4"=l'-0" sISAO.6 Scale: 3/4"=1'-0" sA/0.61SA//0.6 Scale:As Noted Date:Mar.2024 SHEET NoSA/0.6 OF 14 SHEETS 117 ° Hilo t�, Honoka'a Upstream 1S'",. STATE F'A"'ANOo FSAA5 ` "E,,: "EE' Ss I. N Column -N Column HAwNI HAw. BR-019-2(077) 2024 118 Column/Pedestal/ C Pedestal Grade Beam ¢Pedestal d, I Downstream t10NOTE: 0 pi 1. Details are shown for Bent 6 I Upstream Pedesta/s. Concrete Grade Beam op/ Between Pedestals d 2 Sets of 1111111*1141111 #,‘ i omaA° J (2)-.6 fl' Bundled (6) 5 1-I d (2)-.6 r� (6) 5 n m 1 ��A2111 2 Sets of �- .6 8 8"Vert Reint 12'-0" .6 @ 8"Vert. 1"" "' j"Drill#Epoxy into i 2- ` (21-46( I Bundled Reinf.Drill 0 Epoxy 5 2" `Exist.Pedestal 1 �� Clr- w into Exist.Pedestal III4 Spa @ 10" '� �`f�r Clr. N Top of Foundation 7C� Top of Foundation Roughen,Clean,and x ,� A A Roughen,Clean,and aii �.m SSD Surface of '' I` 11 A P (21 6 r� o SSD Surface of �' �_tl �jjj n� A Exist.Concrete . _E io Exist.Concrete �1 ,u/ f I MI: ©1 -w;° 11\ _ �. . IIIAII 4r 11- ° vLu iiiiiir : 4nn.! L "I 2= r a a V N I II 5 EDI @,9=_1- _ v, v 45 (UI @ 8" Wli �t NuC y - 11 I pA Ia it — (6)-°6U- k Conc.Grade 11 a -2 ° (6)-4,6U � , II 4 12'3" 11Bebm ° 12'3" tv 11 II a a °4 a (Bey ) IW a a 1 ° a °� == o ° = a•4 11° w a ° d1 — 11 a ° 4 i 1 - 11° LL a _ ° 1 ° a 1 ° a ems 11 11 existing existing 111 c a� ° a existing _lI anch.r bolts °existing '11 a °11 anchor bolts' ° a ° reinforcing a ===1=c= reinforcing a° reinforcing ° steel I a existing ° ° steel e4 11 H a steel ��� ° ° 11 A 11 a�hor bolts a a ' ° a ' ' �1 1=_ a a ° ° a a° 41 j 14 a a° $1— 1a ° a FOUNDATION PEDESTAL FOUNDATION PEDESTAL REINFORCING SECTION ' A-- REINFORCING SECTION e"" Scale: 3/4"=l'-0" sA70.7ISA10.7 Scaler 3/4"=1'0" AVSA10.7 0DEPAA TRANSPORTATION `5° ��e � HIGHWAYS�HIaIoN 5 -= PEDESTAL REINFORCING MiA5 € SECTIONS HAWAII BELT ROAD _ = Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-21077) Scale As Noted Date:Mar.2024 SHEET NoSA/07 OF 14 SHEETS 118 HAWAII HAW. BR-019-2(077) 2024 119 2'0" r 2'0„ (4)2"Dia.ASTM F1554 -• •• n5 11 Column/ Grade 105 Anchor Bolts Base Plate/Top of - .. 9 Spa a 6" Foundation Pedestal N V rOr i i J i i V Clr. l. A o i 1 i 1 Column/Baseplate/ I T a A a. Bent/Grade Beam/Top of Fv AoFoundation Pedestal A - ,ir ' A a V A `. Mil .r A �• •4 oz\, i Al ahl° AO ..D 1 `•0 0 \--.U46 a 8"Vert.Reinf. 12'0" \—(6)-#5/ \- Drill*Epoxy into —(2)-46 I I Bundled Existing Pedestal existing anchor —(41-"6 44 r bolts 9 Spc.a 4"Around Anchor Bolts SECTION ( Th Scale:1"=1'-0" SA10.5ISA0.8 DEPARTMENT AT�ON . HIGHWAYS oP,aoN 5=-= ' PEDESTAL/GRADE BEAM m i ° € REINFORCING SECTION HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) Scala As Noted Data Mar.2024 SHEET No.SA10.8 OF 14 SHEETS 119 HAWAII HAW BR-019-2(0771 2024 120 ,-V ,t Column/Bent/ Hilo Pedestal Honoka'a, cUpstream Downstream 1191 CJP ¢Column 5/8"Thick Stiffener/ CJP,Column Gusset Plate /o Base Plate/ N. Brace 5/8"Thick Stiffener/Gusset Plate ' ,iiir,,,,,,,,,,,,,,,,,, -3c_ 5/8"Thick Stiffener Plate Brace 1/9 k 5/8"Thick Stiffener Plate 1/4 r CJP,Column 1"Thick Chair / ASTM A563 Grade DH Heavy to Base Plate Seat Plate ' - ASTM P436 Hardened Washer 5/8"Thick Stiffener/ a 9"x4"x1/2"Thick Plate Washer Gusset Plate ASTM A563 Grade DH Heavy m - / Hex Double Nuis 401'c 1"Thick Chair 1/4 '� ASTM F436 Hardened Washer - IL ,Seat PlateINIII 1111 4"x4"xl/2"Thick Plate Washer ` I. 111 111ILD 5/8"Thick Chair 1011 , P 'IIID 0 ® 111 JJJ�III .9''.7✓!' Stiffener Plates 1/4 a c' i (1/8) PJP1 '�.7!' '5/8"Thick Chair ® Arai, 1/4 r `.- 1/4 Iiii 1112"Dia.Grout HolesStiffener Plate2"Dia.Grout Holes I)/2"Thick Base Plate 1/4 in Baseplate Fill ))/2"Thick Base Platen Baseplate.Fill I�/g° PJP Grout Flush to Top. Grout Flush to Tap. 7)/2"Thick Epoxy Ih��r� !)/81 �� 1 1/2"Thick Epoxy � V'Iki1II!' -8 1 NSIS 'l' Grout Beneath Base ) SGrout Beneath Base a nen ®0,1 Top of Pedestal `� ® Ti Top of Pedestal Plate A ► air Ii 3Plate n 1(f1\n��p��� �Wrt � NZ !NM �.'�11� 1"Thick Shear Plates ti d aO //2 L ` I"Thick Shear Plates Sa ��aA� 41 2"Dia.ASTM F1554 , E o J (41 2"Dia.ASTM F1554 w ' IIIII Grade 105 Anchor Bolls /'-0" Grade l05 Anchor Bolls ro N > l'-4"Dia. 1111 'c li , l'-4"Dia. III a m ASTM A563 Grade DH Heavy v m ASTM A563 Grade DH Heavy • Hex Nut Top and Bottom of 0 Hex Nut Top and Bottom of S1,•y,l, V q �__ 1111 1111 1 Anchor Plate s'..i.7lU' V N 8_- 1111 1111 ' L101 1111 r V 1.1 1N1 Anchor Plate Nn Nn 4"x1/2"Anchor Plate 4"x1/2"Anchor Plate COLUMN BASE PLATE AND ANCHOR BOLTS DETAIL 1 1 COLUMN BASE PLATE AND ANCHOR BOLTS DETAIL 2 Scale,1 1/2"=1'-0" A)0.9 SA)0.9 Scale:1 1/2"_)'-0" A)0.9 SA10.9 NOTES: OF P 0 1. Anchor bolts shall be shipped fastened to the bottom anchor plate and a DEPARTMENT ON c . g temporary steel top template to ensure proper layout during installation. HIGHWAYS Mik € 2. Anchor bolts shall be installed with misalignments of less than 1:40 from COLUMN BASE PLATE DETAILS vertical.After installation,firm contact shall exist between the anchor bolt, HAWAII BELT ROAD _ nuts, washers,and seat plate. Nance Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2!0771 Scale:As Noted Date:Mar.2024 SHEET No.SA109 OF 14 SHEETS 120 Hilo Honoka'a, .N ops, oa,.No STATE PA . SAA No SAEE,S Column/ LI, 2 Column/ .. AAw. AAw. BR-019-2(077) 2024 121 Base Plate/Bent/Pedestal Base Plate/Bent/Pedestal 10 1/2" 10 1/2" (4)2"Dia.ASTM F/554 �I��il 5/8"Thick Plate (4)2"Dia.ASTM F/554 I' 4" Grade 105 Anchor Bolts w/ 2 1/4" 1/4" Grade/05 Anchor Bolts 2 1/4"Dia.Hole in Base 2 1/4'� 2 1/4"MI '/ Outline of Concrete Pedestal Plate 1 1/4, en I AWyl 1/91 m Outline of Concrete i 11-13 Pedestal(Below) AI R - - - 5/8"Thick Stiffener Plate Ii!91 2"Dia.HolePJP,Column to Base Plate Base Plate/ in Base Plate � IPeestal � Column/Base Plate/Pedestal //4I Column � l l/2"Thick Base Plate ASTM A563 ___ Grade DH Heav Hex Double Nuts1��V 1/9► l��"WiI 1/41 9"x9"x1/2"Thick Plate Washer PJP (l/81 1/4► ASTM F436 1/4, SECTION ( A 1 Hardened Washer SECTION C BM 1/91 Scale:/1/2"_/'-0" SA/0.91SA70./0 Scale:/1/2"=/'-0" sA/0.91SA/0./0 5/8"Thick Stiffener Plate Column/ y, Base Plate/Bent/Pedestal 6" 6" Outline of Base Plate(Above) 2" 2" (4)-2"Dia.ASTM F1554 -• ME -• Typ > Typ. Grade 105 Anchor Bolts _ d momOutline ofti� �Co cre of Concrete Pedestal Concrete Pedestal V V 171-04; iin A 1D ID'jv Top oDfa.Foundation.BlackoutFill A 1"Thick Shear with Epoxy Grout. Plate M_\ C Column/Baseplate/ EPedestal 4"x//2" Trim Anchor Plate 1/2"Clr. 'Iii, . Anchor asoNed Exist.Anchor Balis Plate O as Needed existing anchor existing anchor bolts bolts V A A oEPAA ArIoN HIGHWAYS DWISION Mik Typ.All Contact 1/2► 1/2► ~ ASTM A563 Grade DH COLUMN BASE PLATE SECTIONS Surfaces 1/2 I 1/2 I Heavy Hex Nut 4 Top and Bottom of HAWAII BELT ROAD = Anchor Plate Nanue Stream Bridge Rehabilitation SECTIONc SECTION Federal Aid Project Na BR-0/9-2(077) r/ 1 D Scale,As Noted Data Mar.2024 Scala l 1/2"_l'-0" SA10.91S670.10 Scale:l 1/2"_l'-0" SAVIS610.10 SHEET No.5A70J0oF 14 SHEETS 121 OD STATE Downstream Upstream °s'" PAaANO o F SAA` " S� HAWAII HAw. BR-019-2(077) 2024 122 existing pedestal IrM footing 5A Containment Structure Bent 5 v./ 0-10 • existing Void Under IIAM pedestal Foundation I> existing rock Stream Flow bearing �— LEGEND: Clean Out All Silt and Loose Debris. Void Under Foundation Remove All Deleterious Material and Organic Growth From Surface of PLAN 5`/ A 1 Footing/Rock. Scale: 1/4"=i'-0" A1O.11ISA10.11 NOTES: 1. Containment structure shall prevent all construction 0 debris and existing waste material from entering the Stream S ' '0 river and banks. See Special Provisions Section 209 for Downstream _ Flow Upstream To Hilo To Honokaa requirements. Bent 5 2. Clean out all silt and loose debris from voids.Remove 1 all deleterious material and organic growth from footing/rock surfaces by high-pressure water blasting. 3. Repairs shall be conducted prior to replacement of steel bents. existing pedestal existing pedestal 5B 5I Containment 5IA existing pedestal Structure footing existing pedestal Clean Out footing existing rock All Silt and bearing Loose Debris existing rock bearing -- Clean Out V All Silt and Loose Debris 1 : / Containment ® r /7/ x Structure P �� DEPARTMENTOFTRANSPORTATION . ! Void Under Void Under "�" A°�°w��°" 4.-2 ' Foundation Foundation BENT 5 FOOTING g' € PLAN,ELEVATION,AND SECTION HAWAII BELT ROAD _ ELEVATION ( B 1 SECTION ( c 1 Nanue Stream Bridge Rehabilitation Scale: 1/4"=1'-0" SAlD.ilISAl0.ii Scale: 1/4"=1'-0" SA10.11ISA10.11 Federal Aid Project Na BR-019-21077) Scala As Noted Data Mar.2024 SHEET No.SA/a//OF 14 SHEETS 122 IDSTTIOD Downstream 510‘ Upstream, o"""'"�o "^"'E BR-019-2!0771 2024 123 SHEETS existing pedestal footing Containment Structure Bent 5 1 P10 11-011111 existing IIAM AM pedestal _ w existing rock 2 bearing Stream FlowMEli LEGEND: Fill Void Under Foundation Form Outside Edge of Concrete Under Water Concrete with Underwater Concrete Pour.Leave Forms in Place for a Min.of 7 Days. NOTE: PLAN VIEW ( A Scale: 1/4"=i'-0" SA/0./2ISA/0./2 Traffic control plan with Alauka lane closures,as shown on Sheet TCXX.X,shall be in effect prior to placing Stream 0 underwater concrete and a minimum of 3 days after Downstream Flow S , Upstream, To Hilo To Honokaa, completion of placing underwater concrete. Traffic control Bent 5 plan shall transition to Reduced Speed Traffic Control Plan, 4 t shown on Sheet TCXX.X,after the 3 days and shall be in �� effect a minimum of 4 additional days. existing existing pedestal pedestals 5B 5A Containment 5A Structure existing pedestal I existing pedestal footing Fill Void with Foundationn with existing rock bearing Underwater Concrete footing existing rock all Min. bearing Containment 1g1 '�@' Structure � Fill Void Under ., of Foundation with Underwater Concrete DEPARTMENT AVON omaoAPaoMaoN 4=W= BENT 5 FOOTING mih € PLAN,ELEVATION,AND SECTION HAWAII BELT ROAD ELEVATION VIEW ( B 1 SECTION VIEW ( C 1 Nanue Stream Bridge Rehabilitation Scale: 1/4"=1-0" SA/0.12ISA70./2 Scale: 1/4"=l'-0" SA/0./21S0./2 Federal Aid Project Na BR-019-210771 Scale:As Noted Date:Mar.2024 SHEET No.SN1J2 OF 14 SHEETS 123 Upstream Downstream To Hilo V ,Z Bent 6 To Honokaa offAW HA,: BR-019-2(077) 2024 129 SHEETS S� 0�3 OJ3 §1+.1.3 ] existing pedestal ��F,' Doting 6D existing pedestal Containment Structure Clean Out All Silt and Loose 6� existing pedestal Bent 6 Debris, Typ. footing existing pedestal ii71 ♦ 17Mair'- Structure J Stream Flow J LEGEND: Clean Out All Silt and �/�L/1 Void Under Foundation PLAN r-A 1 Loose Debris, Typ. SECTION ( C Scale: 1/4"=1'-0" SA1Q/3ISA/0./3 Scale: 1/4"=1-0"SA/Q/31SA0./3 NOTES: 1. Containment structure shall prevent all construction /Mk 0 debris and existing waste material from entering the river and banks.See Special Provisions Section 209 for J3 Stream J3 requirements. Flow To Hilo To Honokaa Upstream Downstream p Bent 6 2. Clean out all silt and loose debris from voids.Remove all deleterious material and organic growth from 41611111 illfooting/rock surfaces by high-pressure water blasting. 3. Repairs shall be conducted prior to replacement of Clean Out All steel bents. Silt and Loose existing pedestal existing pedestal Debris, Typ. Containment Clean Out All , , existing pedestal 6� Structure Silt and Loose 60 existing pedestal Doting A Debris, Typ. footing _ "rm. Containment .1 mm Structure DEPARTMENT AT�ON HIGHWAYS DIVISION 4=- BENT 6 FOOTING Sik € PLAN,ELEVATION,AND SECTION HAWAII BELT ROAD _ ELEVATION ( B 1 SECTION ( D l Nanue Stream Bridge Rehabilitation Scale: 1/4"=i'-0" SA10./31SA/0./3 Scale: 1/4"=1-0"SA10.131SA10.13 Federal Aid Project Na BR-019-2(077) Scala As Noted Date:Mar.2024 SHEET NoSAI0J3 OF 14 SHEETS 124 Upstream " Downstream To Hilo V S Bent 6 To Honokaa offAW HAW. BR-019-2(077) 2024 125 SHEETS .14 ,IJ4 existing pedestal Ilv* footing 6D existing pedestal Containment Fill Void Under Structure Foundation wate with S Bent 6 Underwater 6i existing pedestal Concrete footing existing pedestalIrlW 7,1. 0 IN �� Containment ♦ Structure J Stream Flow LEGEND: Fill Void Under Foundation _.. _. Under Water Concrete with Underwater Concrete PLAN VIEW (A-- SECTION VIEW ( c Scale: 1/4"=1'0" SA/Q14ISA/0./4 Scale: 1/4"=1'0" SAIQ14ISA10.14 NOTE: Traffic control plan with Alakai lane closures,as shown on Q Q Sheet TCXX.X,shall be in effect prior to placing T,„.,J4 U4 underwater concrete and a minimum of 3 days after Stream completion of placing underwater concrete. Traffic control Flow To Hilo To Honokaa plan shall transition to Reduced Speed Traffic Control Plan, Upstream Downstream •• Bent 6 shown on Sheet TCXX.X,after the 3 days and shall be in effect a minimum of 4 additional days. Fill4161216 Void Under ii,, Foundation with Underwater existing pedestal Concrete existing pedestal Fill Void Under Containment Foundation with existing pedestal 1111V1167 D Structure Underwater 6D existing pedestal footingI Concrete footing •Alid ElpARM MI rEir Containment DEPARTMENT TRANSPORTATION . gHIGHWAYSoPaoN 4=- BENT 6 FOOTING gik € PLAN,ELEVATION,AND SECTION HAWAII BELT ROAD ° _ ELEVATION VIEW ( B 1 SECTION VIEW r 0 . Nanue Stream Bridge Rehabilitation Scale: 1/4"=1-0" SA10.14IS670.14 Scale: 1/4"=i'-0" SA10.14ISA70.14 Federal Aid Project Na BR-019-210771 Scale:As Noted Date:Mar.2024 SHEET N0.SAJ!J4 OF 14 SHEETS 125 e cm To Hilo Upstream To Honoka'a 71sT No STATE PAa,No �EAA No SHEETS Ci,:' EeoeaaTao E�SEA� HEE NI MI PHAWAII HAW 81i cO- d d d exist.drain al BR-019-2!0771 2024 126 I �I I ' C-1 0 C- 0'2' —4 Hawaii Belt Road/ inlet,typ. exist.curb line, �, i °'< Bridge m m T ��o • ./S//9tYP• m 2e iQ �� �, EV kJ exist.gutter. Ev, m 'O,-ib W SAl1J SAi1.2 B tx i EY W „---H, SAILI SA7i.4 «l II i i W L' A a d SAll.l SAIL4 I — — — D — — — — — — — — — — t 2 1 � -\ II : I 1 nn nn 0 nn nn 0 nn 0 onn nn 0 nn nno nn o nn n nn onn nn o n ---'r L Downstream exist. sidewalk, typ, exist.concrete See Civil Drawings for railing, typ. ls Paving Limits off the See Civil Drawings for Bridge Paving Limits off the Bridge Q al SA//JS•1.3 Upstream W N�I Ln col ,I exist.drain col ml 'a d inlet,typ. d d gd °ro'2 g 2 exist.curb ` f°' cmm `' moIline,tyP �' �' m"a ' co, U mIcal mmIU ri Ew (1 Eu l w tYp• < eo w Lru 0 0 o V o 0� u 0 0 Li ---)\., 4,- r SA//( A 111.4� z Q C- o V o 0 0 0 0 0 0 0 o I o o I� A__I01 A 1°1 1 0 1 101 101 1 J 1 101 101 101 101 1 0 1 101 /1� 101 101 1 exist. sidewalk, L Downstream ! 1 IV. exist. concrete SAI/.ISA//5 railing,typ. STATE OF likWAII BRIDGE DECK OVERLAY AND JOINTING PLAN DEPARTMENT OF TRANSPORTATION HIGHWAYS DWISION s s o o scale: 1"=10'0" BRIDGE DECK OVERLAY € LEGEND: NOTES: AND JOINTING PLAN HAWAII BELT ROAD 5 I I Penetrating Sealer with HPC Overlay I. HPC Overlay shall be applied over the penetrating sealer. Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-2!0771 EJ Expansion Joint in Deck 2. Replace deck expansion joint seals at Abutment No.I,Bent Nos.3,5, Scale As Noted Date:Mar.2024 7,and 9,and Abutment No.2. SHEET No.SA//./OF 5 SHEETS 126 HAWAII HAW. BR-019-2(077) 2024 127 Upstream Downstream t—6'Hawaii Belt Road exist. conc. Bridge railing,typ. See Traffic Control Plan Sheet TCX.XX See Traffic Control Plan Sheet TCX.XX conc. curb conc.gutter 24'-0"± and sidewalk Penetrating Sealer and HPC Overlay Limits exist.drain inlet, exist. top of Construction Joint Penetrating 1 1/4"Thick typ. conc.bridge deck in HPC Overlay Sealer HPC Overlay o OS �J ir1 1 exist.drain exist.crane rail pipe outlet, typ. CI 0 0 10 til til LEGEND: TRANSVERSE SECTION WITH HPC OVERLAY( A Scale: 3/4"=1-0" SAii.ilSAii. HPC Overlay NOTES: I. Penetrating sealer and HPC overlay shall 5. Existing concrete surface to receive penetrating 8. HPC overlay shall not be placed directly against conform to Special Provisions Sections 677 sealer and HPC Overlay shall not have a the AC.All HPC construction joints must be PENETRATING SEALER and 678 HYBRID moisture content greater than or equal to 55 at formed. POLYMER CONCRETE. the time of material placement. 9. Notify the Engineer immediately if spalls or 2. The existing AC wearing surface shall be 6. Vehicular traffic shall not be allowed onto the delaminations are discovered in the concrete removed,followed by shotblasting of the existing prepared concrete deck surface prior to deck after removing the existing AC wearing concrete deck surface. application of the penetrating sealer and HPC surface. Overlay. 3. The concrete deck surface shall be cleaned with 10. Application of penetrating sealer and HPC DEPARTMENTAVON a vacuum sweeper and blown with oil 7. The concrete surface with applied penetrating Overlay shall not occur until after the deck °5 TRANSPORTATION "ORT 4.-. = free/moisture free compressed air after sealer shall be lightly shotblasted and blown with soffit cracks have been epoxy injected. TRANSVERSE SECTION mih € shotblasting is completed oil free/moisture free compressed air if the WITH HPC OVERLAY HPC Overlay is not placed within 48 hours of 11. The Contractor shall submit penetrating sealer, 4. The Contractor shall not remove more than 1/4" penetrating sealer placement or if the surface HPC Overlay,and jointing plans for approval. HAWAII BELT ROAD _ of the existing concrete deck when removing the becomes contaminated. Nanue Stream Bridge Rehabilitation existing AC wearing surface. Federal Aid Project Na BR-019-2!0771 Scale:As Noted Data Mar.2024 SHEET No.$/11.2 OF 5 SHEETS 127 HAWAII HAW. BR-019-2!0771 2024 128 Upstream Downstream T—6 Hawaii Belt Road Bridge exist.conc. railing, typ. 38'-6"+ conn curb conc.gutter Compression Seal Replacement and sidewalk It B `^ l4 �l F. - r— J °' ■ = i" �- ,' exist.crane rail 1 TRANSVERSE SECTION AT EXPANSION JOINTS ( A 1 Scale: 3/4"=l'-0" SAILIISAii.3 LEGEND: K New Expansion Joint Compression Seal NOTES: I. The new compression seal shall be monolithic,unless otherwise approved by the Engineer. 2. New compression seals shall conform to Special Provisions Section 515 DECK EXPANSION JOINTS. STATE OF likWAII P ,. 3. The Contractor shall field verify expansion joint widths prior to DEPARTMENT AVON HIGHWAYS DWISION ordering compression seal materials. The Contractor shall be aware of 4.-2 o the date and time the field measurements are recorded due to the TRANSVERSE SECTION ° ' effects of temperature. AT EXPANSION JOINTS 4. The concrete at the expansion joint shall be sound before replacement HAWAII BELT ROAD _ of existing compression seals. If defective concrete is discovered Nanue Stream Bridge Rehabilitation after the removal of the existing expansion joint seal,notify the Federal Aid Project Na BR-019-21077) Engineer immediately. Scale:As Noted Date:Mar.2024 SHEET No.SNL3 OF 5 SHEETS 128 End of Girder Expansion DSTOD STATE PAaANoo SAA` " ct Expansion New Compression Seal Joint New Compression Seal "^w^ ""w. BR-019-2!0771 2024 129 Joint See Civil Drawings I 511.4SA11.5 1 1/4"Thick An.4SA1L5 1 1/4"Thick for Paving Limits Sawcut Penetrating HPenetrating PC Overlay HPC Overlay off the Bridge I Sealer Sealer - - --1-11L1Pr kwxist.premotdedto a steel _'„- exist. steel girder ® girder, typ. TYPICAL DECK EXPANSION TYPICAL DECK EXPANSION JOINT SECTION AT ABUTMENTS( A 1 JOINT SECTION AT BENTS Scale: 1 1/2"=1'-0" SA!1./ISA/L4 Scale: 1 1/2"=1'-0" S 1LAlz SA11.3 j. P oePna nno" . g m= o a"ao°ao" -2 = EXPANSION JOINT mono € SECTIONS HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(077) Scala As Noted Data Mar.2024 SHEET No.5A11.4 OF 5 SHEETS 129 IE) W oisT.NoSTATE a,No PA vEAa No SHEETS Expansion J) ct Abut. HAwAll HAW BR-019-2(0771 2024 130 Joint © New Compression Seal exist. top A11.5 SA11.5 of sidewalk _4 Start of HPC 1 1/4"Thick 1/4"Chamfer _ _� exist.premolded Dint filler HPC Overlay Penetrating Overlay at Edge Sealer °a ., of Exist.Conc. �� a ° ,D._ _ o a Backwall exist. conc. deck New < 6 >< 6 > Compression Seal TYPICAL SECTION See Civil COMPRESSION SEAL DETAIL - AT SIDEWALK EXPANSION JOINTS -A Drawings for Scale: 6"=1'-0" Alto 5211 Paving Limits Scale: 1 1/2"=1'0" 571:5.5 Off the SA11.3 Bridge r exist. top .-:N. New Compression 1 of sidewalk Seal wirNo DETAIL COMPRESSION SEAL DETAIL (-- Scale: 1/4"=1'-0" SAju 1S,u. Scale: 6"=1'-0" Av.5 Sen DEPARTMENTTRANSPORTATION . gHIGHWAYSo°aoN c mono € EXPANSION JOINT DETAILS 0HAWAII BELT ROAD _ Nanue Stream Bridge Rehabilitation Federal Aid Project No.BR-019-210771 Scale:As Noted Date:Mar.2024 SHEET No.$y15 OF 5 SHEETS 130 OVERHEAD AND VERTICAL CONCRETE REPAIR NOTES: 7,HAWAIII.,,, BR-0l9-2(077) 2024 131 SHEETS Defective AreaExist.Defective Area I. The Contractor shall use a non-sag polymer modified repair mortar to repair defective concrete on the deck soffit,and other vertical and overhead repairs. 11. The Contractor shall be aware of the extensive repair requirements in Section 680-DEFECTIVE CONCRETE REPAIRS of the Special Provisions. 2. Spalls,delamination,and honeycombing as noted on the drawings shall all be •••• referred to as defective concrete. V 3. Any existing defective concrete and cracked concrete that the Contractor exist. reiof. discovers throughout the construction process that was not shown on the contract documents shall be brought to the attention of the Engineer. X 4. All contaminated concrete containing any oil,dirt,etc.shall be removed. The Exist.Defective Area=X x y Contractor shall take necessary precautions to avoid damaging the underlying sound concrete and reinforcing. DEFECT PLAN/ELEVATION DEFECT SECTION 5. The defective concrete repair area shall be squared by sawcutting and chipping the concrete at the perimeter beyond the defect area a minimum of 1-inch. Exercise great care to avoid vibrating,cutting or damaging any existing Chip Until Only Sound Cont. embedded steel reinforcing.Angles between adjacent saw-cuts around the exist.reinf. Remains.Clean Exposedo perimeter shall be 90 degrees. Reinf.and Coat with �' Original Defective 'S Epoxy-Modified Bonding Z-21-- 6. Existing concrete surfaces within the repair area shall be roughened to ensure Area ti A gent N,_`- proper adhesion.Follow Special Provisions and Manufacturer's recommendations g c'''.z75 for further surface preparation. 7. If any reinforcing steel is observed to have section loss during the removal of i i existing concrete patches,removing unsound concrete,or during surface Contractor shall follow 5011 and the requirements in the preparation,the re ui Sawcut Edge 4, 1 "' ""' Special Provisions. of Repair,Max. soffit i 8. The Contractor shall not saw-cut beyond the repair limits. 1/2"Depth l"Min. Sawcut Edge of 0 Typ Repair Max.1/2" 9. Any defective concrete that the Contractor discovers throughout the project that Depth, Typ. Fill with Non-Sag Repair is not covered in the estimated quantities shall be brought to the attention of Material,Section shall be the Engineer. 1"Min. Flush with Original Surface Typ. DEFECTIVE CONCRETE REPAIR QUANTITIES DEFECT PLAN/ELEVATION DEFECT SECTION LOCATION POSITION AREA (SF) Abutment No.1 V 3 Abutment No.2 V 4 Concrete Deck Soffit OH 7 OVERHEAD AND VERTICAL DEFECTIVE CONCRETE REPAIRS Bottom of Concrete Railing OH 4 Scale: 1 1/2"=1'-0" Total SF:18 LEGEND: DEPAA MENT of TRANSPORTATION 4.-. m Defective Concrete to be Removed OVERHEAD DEFECTIVE CONCRETE mono € OH Overhead REPAIR DETAILS HAWAII BELT ROAD _ V Vertical Nanue Stream Bridge Rehabilitation Federal Aid Project Na BR-019-2(0771 Scale:As Noted Date:Mar.2024 SHEET No.5A123 OF 2 SHEETS 131