DETAIL OF CONTOUR PLOWING

Transcription

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2 ~ EXISTING RWY. GENERL NOTES EXIST. R.O.W. EXISTING RIGHT OF WY VRIES 80'' 26' SHLR. TO SHLR. 22' RWY. EXISTING HOTMIX SPHLT SURFCE EXIST. R.O.W. PLN QUNTITIES FOR TREE REMOVL HVE BEEN BSE ON LL TREES WITHIN THE EXISTING RIGHT OF WY. THIS QUNTITY MY BE URING CONSTRUCTION, T THE IRECTION OF THE ENGINEER, BY ELETING FROM THE TREE REMOVL QUNTITIES, SUCH TREES THT O NOT INTERFERE WITH THE PROPOSE CONSTRUCTION. LL WSTE OR UNESIRBLE MTERIL S IENTIFIE BY THE ENGINEER SHLL BE ISPOSE OF OUTSIE THE LIMITS OF THE RIGHT OF WY T THE CONTRCTOR'S EXPENSE. LL EXISTING PRIVTELY OWNE UTILITIES REQUIRING JUSTMENT WILL BE ME BY THE UTILITY COMPNY INVOLVE. WHERE NO PROVISIONS HVE BEEN ME FOR JUSTMENTS ON THE PLNS, NO ITIONL COMPENSTION WILL BE LLOWE UE TO ELYS OR EXISTING TYPICL INCONVENIENCES CUSE BY THE SI UTILITY JUSTMENTS. THE PROFILE GRE ELEVTIONS SHOWN ON THE PLN N PROFILE S N IN THE STTION CROSS S RE TO THE TOP OF THE FINISHE SURFCE. LL EXISTING RINGE STRUCTURES NOT BEING REMOVE OR JUSTE BY THE CONTRCTOR THT RE MGE URING CONSTRUCTION SHLL BE REPLCE T THE CONTRCTOR'S EXPENSE. ~ CONSTRUCTION NY REFERENCE TO STNRS THROUGHOUT THE PLNS SHLL BE EXISTING RIGHT OF WY VRIES 80'' INTERPRETE TO BE THE LTEST STNRS OF THE ILLINOIS EPRTMENT OF TRNSPORTTION EXIST. R.O.W. 3:& VRIES GGREGTE SHOULERS, TYPE B (4") CONSTRUCT GURRIL SHOULER WIENING IN CCORNCE WITH ST 6 38'0" SHL. TO SHL. 8'0" SHL. '0" '0" 8'0" SHL. PROFILE GRE ƒ"/ft. "/FT. "/FT. ƒ"/ft. POLYMERIZE HOTMIX SPHLT SURFCE COURSE, MIX "C", N0, VR. (2" MIN.) PROPOSE TYPICL ST TO ST ST TO ST EXCEPT TRNSITIONS 3:& VRIES EXIST. R.O.W. EXISTING GROUN THE LOCTION OF UNERGROUN UTILITIES SHOWN ON THE PLNS REPRESENTS THE BEST KNOWLEGE OF THE. IT SHLL BE THE CONTRCTOR'S RESPONSIBILITY TO VERIFY LOCTIONS OF UNERGROUN INSTLLTIONS BEFORE STRTING CONSTRUCTION OPERTIONS. THE CONTRCTOR SHLL INEMNIFY THE, ITS OFFICERS N EMPLOYEES GINST LL CLIMS UE TO MGE TO CORPORTE OR PRIVTE PROPERTY RESULTING FROM HIS CONSTRUC TION OPERTIONS S ESCRIBE IN RTICLES 07. N OF THE STNR SPECIFICTIONS. THE CONTRCTOR MY BE REQUIRE TO CONUCT SOME OF HIS GRING N TRENCHING OPERTIONS ROUN TRNSMISSION POLES N UNER TRNSMISSION LINES. THE E COST OF SO OING SHLL BE INCLUE IN THE COST OF ERTH EXCVTION. WHERE OR SUB MONUMENTS RE ENCOUNTERE, THE ENGINEER SHLL BE NOTIFIE BEFORE SUCH MONUMENTS RE REMOVE. THE CONTRCTOR SHLL PROTECT N PRESERVE PROPERTY MRKERS UNTIL THE OWNER, N UTHORIZE SURVEYOR, OR GENT, HS WITNESSE OR OTHERWISE REFERENCE THEIR LOCTION. LL ELEVTIONS SHOWN REFER TO U.S.G.S. MEN SE LEVEL TUM. BRIGE OMISSION ST TO ST TRNSITIONS ST TO ST ST TO ST HOTMIX SPHLT SURFCE REMOVL, 2" HOTMIX SPHLT RESURFCING (2") HOTMIX SPHLT RESURFCING HOTMIX SPHLT MIXTURE REQUIREMENTS 3'0" 3'0" 3'0" *2" SW CUT (WEST EN) (EST EN) (2" & VR.) (WEST EN) (EST EN) (WEST EN) (EST EN) ** MIXTURE USE C/PG ESIGN IR VOIS POLYMERIZE SURFCE (MIX "C") SBS OR SBR 828 N0 6" TYP. 6" EEP TRENCHES PPROXIMTELY 3'0" CC PRLLEL TO THE CONTOUR LINES OF THE FILL. EXISTING PVEMENT BITUMINOUS MTERIL (PRIME COT) MTCH BCK OF BUTMENT ELEVTION MIX COMPOSITION IL9. If RP option is selected, the asphalt cement grade may need to be adjusted. This will be determined by the Engineer. NOTE: LL SLOPES 3: OR STEEPER N GRETER THN ' IN HEIGHT SHLL BE CONTOUR PLOWE S SHOWN IN ETIL, COST SHLL BE INCLUE WITH SEEING, CLSS 2 (SPECIL). ETIL OF CONTOUR PLOWING *COST INCLUE IN HOTMIX SPHLT SURFCE REMOVL. **CONSTRUCT THE VRIBLE EPTH RESURFCING WITH CONSTNT GRE FROM 2" MIN. T STTION SHOWN TO BCK OF BUTMENT ELEV. HOTMIX SPHLT RESURFCING ETIL FILE NME = V:\Bridge\326Tazewell\326t00.dgn USER NME = cthomas PLOT SCLE = ft / in. PLOT TE = 2// ESIGNE RWN CHECKE TE TZEWELL HIGHWY 27 OVER SCLE: NONE GENERL NOTES, ETILS, TYPICL S OF S ST TO ST RTE. S CH BR TZEWELL 3 2 ILLINOIS

3 TREE REMOVL (6 TO UNITS IMETER) TREE REMOVL (OVER UNITS IMETER) ERTH EXCVTION CHNNEL EXCVTION PERIMETER EROSION BRRIER STONE RIPRP, CLSS FILTER FBRIC SUMMRY OF QUNTITIES ITEM UNIT QUNTITY UNIT CU Y CU Y FURNISHE EXCVTION CU Y UNIT FOOT TON SQ Y , TREE REMOVL STTION OFFSET SIE 6 TO OVER UNITS UNITS ' LEFT ' RIGHT ' RIGHT ' RIGHT ' LEFT ' LEFT ' RIGHT ' RIGHT ' LEFT ' LEFT 24 STTION TO STTION RWY RWY CHNNEL STRUCTURE ERTHWORK SUMMRY ERTH EXCVTION CHNNEL EXCVTION STRUCTURE EXCVTION FILL WSTE (SHORTGE) CU Y CU Y CU Y CU Y CU Y 7 USE 2, ,, 3 (9) (22) (3) () (@ 2% SHRINKGE) POLYMERIZE HOTMIX SPHLT SURFCE COURSE, MIX "C", N0 TON POLYMERIZE BITUMINOUS MTERILS (PRIME COT) POUN 326 HOTMIX SPHLT SURFCE REMOVL, 2" SQ Y 7 GGREGTE SHOULERS, TYPE B TON 90 PROTECTIVE COT SQ Y 6 REMOVL OF EXISTING SUPERSTRUCTURES ECH STRUCTURE EXCVTION CU Y CONCRETE SUPERSTRUCTURE BRIGE ECK GROOVING FURNISHING N ERECTING STRUCTURL STEEL L SUM REINFORCEMENT BRS, EPOXY COTE POUN,7 FOOT CU Y 7.4 SQ Y 24 STU SHER CONNECTORS ECH,72 STEEL RILING, TYPE SM 68 PERIMETER EROSION BRRIER STTION TO STTION SIE FOOT LEFT RIGHT LEFT RIGHT 6 6 TRFFIC BRRIER TERMINL, TYPE 6 SIE STTION TO STTION ECH RIGHT LEFT RIGHT LEFT NME PLTES PREFORME JOINT STRIP SEL ECH FOOT ELSTOMERIC BERING SSEMBLY, TYPE I ECH 0 NCHOR BOLTS, " TRFFIC BRRIER TERMINL, TYPE 6 ECH ECH 4 TRFFIC BRRIER TERMINL, TYPE (SPECIL) TNGENT GURRIL REMOVL TERMINL MRKER IRECT PPLIE SEEING, CLSS 2 (SPECIL) TRFFIC CONTROL N PROTECTION (SPECIL) SEE SPECIL PROVISIONS PVEMENT SCHEULE STTION TO STTION WITH THICKNESS LENGTH ' VG ' VG '.90' ECH FOOT ECH CRE L SUM L SUM CONSTRUCTION LYOUT NOTE: PVEMENT MRKING BY OTHERS. PRIME COT GLLON 0.4 LBS/SQ Y HOTMIX SPHLT SURF CSE, MIX "C", N0 TON 2#/SQ Y/IN 22.' VG. 0.' VG. 0.0' ' VG. 0.22' VG..90' HOTMIX SPHLT SURFCE REMOVL, 2" STTION TO STTION WITH LENGTH SQ Y ' 0.0' '.90' GGREGTE SHOULERS, TYPE B STTION TO STTION SIE WITH LENGTH TON LEFT RIGHT LEFT 4.9' VG. 4.98' VG. 8.00' 46.3' 46.3' 3.00' 6 RIGHT 8.00' 3.00' LEFT 7.88' VG..0' RIGHT 7.88' VG..0' LEFT 7.7' 44.7' RIGHT LEFT RIGHT LEFT RIGHT LEFT 7.7' 44.7' RIGHT LEFT RIGHT 7.7' 44.7' 8.88' VG. 22.0' 3.88' VG. 22.0' 3.88' VG. 22.0' 3.88' VG. 22.0' 3 7.7' 44.7' ' VG..0' 7.88' VG..0' LEFT 8.00' 3.00' RIGHT 8.00' 3.00' LEFT 4.88' VG. 37.' RIGHT.4' VG. 37.' 4 90 TRFFIC BRRIER TERMINL, TYPE (SPECIL) TNGENT SIE STTION TO STTION ECH RIGHT LEFT RIGHT LEFT GURRIL REMOVL STTION TO STTION SIE FOOT RIGHT LEFT LEFT RIGHT FILE NME = V:\Bridge\326Tazewell\326q00.dgn USER NME = cthomas PLOT SCLE = ' / in. PLOT TE = 2// ESIGNE RWN CHECKE TE TZEWELL HIGHWY 27 OVER SUMMRY OF QUNTITIES & SCHEULES OF QUNTITIES SCLE: NONE OF S ST TO ST RTE. CH BR ILLINOIS TZEWELL S 3 3

4 R 2 W, 3rd PM 2 MINIER RO CLOSE MILE HE LOCL TRFFIC ONLY RO CLOSE MILE HE LOCL TRFFIC ONLY R3 RO CLOSE /4 MILE HE LOCL TRFFIC ONLY R3 BRIGE CLOSES XX/XX W3 RO CLOSE HE RO CLOSE 3/4 MILE HE LOCL TRFFIC ONLY BRIGE CLOSES XX/XX RO CLOSE HE T 23 N T 22 N HIGHWY T 22 N T 23 N W3 RO CLOSE 00 FT RO CLOSE 00 FT W TYPE III BRRICES SEE STNR BLR 2 N SPECIL PROVISIONS R 2 W, 3rd PM /2 MI 0 /2 MI GRPHIC SCLE IN MILES FILE NME = V:\Bridge\326Tazewell\326h00.dgn USER NME = cthomas PLOT SCLE = ' / in. PLOT TE = 2// ESIGNE RWN CHECKE TE 09/22/4 TZEWELL TRFFIC CONTROL PLN HIGHWY 27 OVER SCLE: NONE OF S ST TO ST RTE. S CH BR TZEWELL 3 4 ILLINOIS

5 T 23 N, R 2 W, 3rd PM 34 WEST FORK HIGHWY PROPOSE STRUCTURE S.N. 090 SUGR LEGEN PROPOSE RIPRP PLCEMENT PERIMETER EROSION BRRIER ' 0' ' T 22 N, R 2 W, 3rd PM 3 CREEK GRPHIC SCLE IN FEET FILE NME = V:\Bridge\326Tazewell\326S00.dgn USER NME = cthomas PLOT SCLE =.0000 ' / in. PLOT TE = 2// ESIGNE RWN CHECKE TE 09/22/4 TZEWELL HIGHWY 27 OVER SCLE: " = ' EROSION CONTROL PLN OF S ST TO ST RTE. S CH BR TZEWELL 3 ILLINOIS

6 CREEK BY TE SURVEYE PLOTTE LIGNMENT CHECKE RT. OF WY CHECKE C FILE NME N&BC ' FROM EOP \ N&BC ' FROM EOP 8.09' 8.00' 63.98' N&BC IN PP POT ST MGNIL EXISTING R.O.W. LINE ' ' 80' EXISTING R.O.W. JERRFERY W & GREGG L HINLINE TIMBER BR BEGINS STTION (HM) HIGHWY 27 ST ' RT ST ' LT BM PSTURE ST ' RT EXISTING GURRIL TO BE REMOVE WEST T 23 N, R 2 W, 3rd PM ST ' LT FORK 34 ST ' LT EXISTING GURRIL TO BE REMOVE \ SURVEY & ~ CONSTRUCTION PP " 6" 2" 2" 2" 2" 0" 0" 0" 6" 2" 2" 4" 2" 24"2" 0" 0" ROW " 6" PP BM BM ST ' RT SUGR 6" 6" PSTURE PROPOSE LIMITS OF CONSTRUCTION (TYP.) PP 0" " " 0" 4" 2" GW 4" 24" 24" ST ' LT ST ROW ' LT 6" (HM) PP 3" ST ' RT "CMP 3" " BR ENS STTION BLG TPE 9" MB ST ' RT 0" 0" 2" ROW ST 2+00 ' RT N&BC ' FROM EOP \ 8.3' 9.0' 64.06' MGNIL N&BC ' FROM EOP N&BC IN PP POT ST PLN NOTE BOOK TIMBER PROPOSE SUPERSTUCTURE REPLCEMENT EXISTING SN 090 STTION SEE SH.#7 THRU 9 FOR ETILS SEE SH.#7 FOR HYRULICS ST ' RT LEGEN PROPOSE TRFFIC BRRIER TERMINLS, TYPE 6 N TYPE (SPECIL) TNGENT PL JOHN R WLL PSTURE PROPOSE RIPRP PLCEMENT PSTURE EXISTING UNERGROUN TELEPHONE LINE KTHRYN FRUS & MRTH PUSTIN TRUSTEES T 22 N, R 2 W, 3rd PM 0' 0' 0' GRPHIC SCLE IN FEET 3 BY TE 6 63 BM RILRO SPIKE IN POWER POLE ST. 223+, 32' RT. ELEV * BLNCE #2 ST TO ST CHNNEL EXCVTION =, CU Y BLNCE # ST TO ST ERTH EXCVTION = 7 CU Y EMBNKMENT = 72 CU Y BM CHISELE " " ON SOUTHWEST WINGWLL ST. 224+, 6' RT. ELEV BLNCE #3 ST TO ST ERTH EXCVTION = 8 CU Y EMBNKMENT = 28 CU Y BM RILRO SPIKE IN POWER POLE ST , ' RT. ELEV PROFILE SURVEYE PLOTTE NOTE BOOK GRES CHECKE B.M. NOTE STRUCTURE NOTT'NS CH'K EXISTING PROFILE GRE LINE HOTMIX SPHLT SURFCE REMOVL, 2" WITH PROPOSE VRIBLE EPTH HOTMIX SPHLT RESURFCING (2" MIN. N INCRESES TO MTCH BRIGE BUTMENT) YR HWE = % HOTMIX SPHLT SURFCE REMOVL, 2" WITH PROPOSE VRIBLE EPTH HOTMIX SPHLT RESURFCING (2" MIN. N INCRESES TO MTCH BRIGE BUTMENT) * CHNNEL EXCVTION 0 EXISTING PROFILE GRE PROPOSE PROFILE GRE SBE = THE CHNNEL SHLL BE EXCVTE S SHOWN ON 7. TRNSITION FROM THE PROPOSE CHNNEL TO THE EXISTING UPSTREM & OWNSTREM CHNNEL WITHIN THE LIMITS OF CONSTRUCTION. SUITBLE EXCVTION MTERIL MY BE USE IN THE EMBNKMENT S IRECTE BY THE ENGINEER. CHNNEL EXCVTION =, CU Y FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326p00.dgn RWN PLOT SCLE = ' / in. CHECKE PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=0' PLN N PROFILE OF S ST TO ST RTE. CH BR ILLINOIS TZEWELL S 3 6

7 FLOW BM: Railroad Spike in Power Pole Sta. 223+, 32' Rt. Elev BM: Chiseled " " on southwest wingwall Sta. 224+, 6' Rt. Elev BM: Railroad Spike in Power Pole Sta , ' Rt. Elev Existing Structure: Two span continuous reinforced concrete deck on steel Ibeam (noncomposite) superstructure on concrete closed abutments on timber pile supported footings and a concrete pier cap on exposed concrete piles. The structure is 84'0" back to back of abutments, 29'0" out to out of deck, with a 26'0" driving surface, and is not skewed. The superstructure is to be removed and replaced. The structure was constructed in 967. Str. No. 090 Salvage: Existing Substructure Units to be reused Steel Railing, Type SM W27 (Composite Ful Length) +.% esign YR HWE = Traffic Barrier Terminal Type 6, Std. 632 (Typ. Each Corner) NOTE: For Bill of Material and General Notes, See Sheet 2 of 3. Road to be closed to traffic during construction. E F '4" E BRIGE PLNS INEX TO S V.P.I. Sta Elev V.P.I. Sta Elev % PROFILE GRE (CH 27) REBUILT _ BY TZEWELL SEC BR C.H. 27 STTION STR. 090 LOING HL93 NME PLTE ttach new name plate at west end of element of south bridge rail. Clean and relocate existing name plate adjacent to new name plate. Cost included with nameplate. See Std. 00. Channel Excavation ELEVTION Stone Riprap, Class S.B.E. = 8.8 #'s ESCRIPTION General Plan and Elevation General Notes, Bill of Materials and etails Top of Slab Elevations Superstructure Superstructure etails Steel Railing, Type SM Preformed Joint Strip Seal Framing Plan and etails Structural Steel etails Bearing etails butments Cantilever Forming Brackets Stone Riprap, Class 3' '6" ESIGN SCOUR TBLE Location Stone Riprap, Class esign Scour Elevation Bedding Filter Fabric 22" W. but. Pier E. but : 3: 22'0" Surface 2'0" '0" '0" 2'0" & var. & var. Shldr. Shldr. Bk. W. but. Sta Cr. El '9" Limits of Existing Structure ~ Structure & ~ Pier Name Plate Sta Location Cr. El '0" O. to O. eck '0" '0" ~ Rdwy & P.G.L. ~ Brg. ~ Brg. '3" '3" 84'0" Bk. to Bk. but. '9" Bk. E. but. Sta Cr. El N Traffic Barrier Terminal Type 6, Std. 632 (Typ. Each Corner) I certify that to the best of my knowledge, information and belief, this bridge design is structurally adequate for the design loading shown on the plans. The design is an economical one for the style of structure and complies with requirements of the current SHTO LRF Bridge esign Specifications. This design complies with all requirements of the current SHTO Guide Specifications for Seismic esign of highway bridges. S/ Benjamin. Nebel 02/6/ Illinois Structural No. 627 Expires //6 PLN WTERWY INFORMTION rainage rea = 4.8 Sq. Mi. Low Grade Elev. = Sta Freq. Q Opening Sq. Ft. Nat. Head Ft. Headwater El. Flood Yr. C.F.S. Exist. Prop. H.W.E. Exist. Prop. Exist. Prop. esign Base 00 4,878 7, ESIGN SPECIFICTIONS (New Construction) ESIGN STRESSES (FIEL UNITS) (New Construction) 4 SHTO LRF Bridge esign Specifications f'c =,000 psi 7th Edition fy =,000 psi (Reinforcement) (Existing) fy = 0,000 psi (M2 Grade 0W) 02 SHTO Standard Specifications for Highway Bridges 7th Edition with Interims (FIEL UNITS) (Existing Construction) C.T.M. f'c = 3,00 psi ESIGNE fy =,000 psi B..N. LOING HL93 LOING HS CHECKE (Superstructure) (Substructure) R. 2 W. 3rd P.M. 33 Project Location CH 27 LOCTION SKETCH West Creek Fork Sugar T. 22 N. T. 23 N. N BENJM IN. NEBEL I LICENSE STRUCTURL ENGINEER LL OF JCKSONVILLE I N OIS S/ Benjamin. Nebel 02/6/ License Expires //6 GENERL PLN & ELEVTION TZEWELL BR F..S. 466 (C.H. 27) OVER RWN CHECKE C.T.M. / T..C. B..N. 3 S CH BR TZEWELL S b00

8 *Excavation for placing additional HM in lifts, including removal of the existing pavement shall be paid for as Structure Excavation. GENERL NOTES Const. joint ll structural steel shall be SHTO M 2 Grade 0W. Strip Seal Exp. Joint W27 Steel Beam (Composite) Full Length ~ Brg. Steel Extension Elastomeric Brg. 9" '0" '9" 0 " 2" 2'0" Bk. of but. Existing Grade Proposed HM overlay Existing HM Surface Removal *HM in lifts Calculated weight of Structural Steel = 4,090 lbs. (SHTO M2, Grade 0W). Fasteners shall be SHTO M64 Type, mechanically galvanized bolts in painted areas and M64 Type 3 in unpainted areas. Bolts in. }, holes in. }, unless otherwise noted. No field welding is permitted except as specified in the contract documents. Reinforcement bars designated (E) shall be epoxy coated. Layout of slope protection system may be varied in the field to suit ground conditions as directed by the engineer. The existing structural steel coating contains lead. The Contractor shall take appropriate precautions to deal with the presence of lead on this project. Protective coat shall be applied to the top and sides of the deck and top of hatchblock. Plan dimensions and details relative to existing plans are subject to nominal construction variations. The Contractor shall field verify existing dimensions and details affecting new construction and make necessary approved Channel Excavation Concrete Superstructure Bridge eck Grooving Protective Coat BILL OF MTERIL ITEM UNIT SUPER SUB Stone Riprap, Class TON 7 7 Filter Fabric Removal of Existing Superstructures Furnishing and Erecting Structural Steel Preformed Joint Strip Seal CU Y SQ Y 6 6 ECH CU Y SQ Y SQ Y L SUM FOOT,, Structure Excavation CU Y Stud Shear Connectors ECH,72,72 adjustments prior to construction or ordering of materials. Such variatiions shall not be cause for additional compensation for a change in scope of the work, however, the Contractor will be paid for the quantity actually furnished at the unit price bid for the work. The Inorganic Zinc Rich Primer / crylic / crylic Paint system shall be used for shop and field painting of new structural steel except where otherwise noted. The color of the final finish coat for all steel surfaces shall be reddish Reinforcement Bars, Epoxy Coated Steel Railing, Type SM Name Plates nchor Bolts, " Elastomeric Bearing ssembly, Type I See Special Provisions POUN FOOT ECH ECH 9,8 880, ECH 0 0 brown, Munsell No. 2. YR 3/4. '" 2" ll structural steel and exposed surfaces of bearings within a distance of 7 ft. each way from the deck joints shall be painted as specified in Section 06 of THRU EXISTING BUTMENT the Standard Specifications. GENERL ETILS, BILL OF MTERILS N ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER 2 S 3 S CH BR TZEWELL b002

9 ~ Brg. W. but. ~ Brg. Pier ~ Brg. E. but. ƒ" Chamfer ƒ" Chamfer " " " " " " "t" "t" 4 0'0ƒ" 4 0'0ƒ" ='3" ='3" SPN SPN 2 E LO EFLECTION IGRM (Includes weight of concrete only) " (Min.) t Minimum Fillet t Maximum Fillet To determine "t": fter all structural has been erected, elevations of the top flanges of the beams shall be taken at intervals shown below. These elevations subtracted from the "Theoretical Grade Elevations djusted for ead Load eflection" shown in the tables on sheet 4 of 3 minus slab thickness, equals the fillet heights "t" above top flange of beams. FILLET HEIGHTS Note: The above deflections are not to be used in the field if the engineer is working from the grade elevations adjusted for dead load deflections as shown in the tables on sheets 4 of 3. ~ Brg. W. but. ~ Brg. Pier ~ Brg. E. but. Bk. W. but. B C E F Bk. E. but. 4 Beam 6' = 26' (Typ.) ~ Rdwy. & PGL 3'4" 3'4" 26' Beam No. '9" 3 0'0" = '0" '3" Span 0'3" 3 0'0" = '0" '3" Span 2 0'3" '9" N 84'0" Back to Back butments PLN TOP OF SLB ELEVTIONS TZEWELL BR F..S. 466 (C.H. 27) OVER 3 S 3 S CH BR TZEWELL b003

10 BEM # BEM #2 ~ ROWY, PROFILE GRE & BEM #3 Location Station Offset Theoretical Grade Elevations Theoretical Grade Elevations djusted For ead Load eflection Location Station Offset Theoretical Grade Elevations Theoretical Grade Elevations djusted For ead Load eflection Location Station Offset Theoretical Grade Elevations Theoretical Grade Elevations djusted For ead Load eflection Bk. W. butment Bk. W. butment Bk. W. butment CL Brg. W. but CL Brg. W. but CL Brg. W. but B B B C C C Pier Pier Pier E F E F E F CL Brg. E. but CL Brg. E. but CL Brg. E. but Bk. E. butment Bk. E. butment Bk. E. butment BEM #4 BEM # Location Station Offset Theoretical Grade Elevations Theoretical Grade Elevations djusted For ead Load eflection Location Station Offset Theoretical Grade Elevations Theoretical Grade Elevations djusted For ead Load eflection Bk. W. butment Bk. W. butment CL Brg. W. but CL Brg. W. but B B C C Pier Pier E F E F CL Brg. E. but CL Brg. E. but Bk. E. butment Bk. E. butment TOP OF SLB ELEVTIONS TZEWELL BR F..S. 466 (C.H. 27) OVER S 3 S CH BR TZEWELL b004

11 Notes: See Sheet 6 of 3 for superstructure details, Section and Bill of Material. Bars indicated thus x 3# etc. indicates lines of bars with 3 lengths per line. See Sheet 7 of 3 for rail details. imensions are based on a Rolled Strip Seal Joint. If the contractor elects to use the Welded Rail Strip Seal Joint, deck dimensions may '0" out to out deck '0" '0" 6# x(e) 2" cts. between beams (Typ.) Bk. of W. but. # a (E) bar, bottom 3# a (E) 3 bars at 6" cts., bottom between beams (Typ.) 64# a(e) bars at 6" cts., top 99# a (E) bars at 0" cts., bottom ~ Rdwy. & P.G.L. '9" ~ Pier '9" #6 b 2 (E) bars at 2" cts. top of slab over pier 3x3# b(e) bars equaly spaced at 2" cts., Top of slab x4# b (E) bars spaced as shown in cross section, Bottom of slab Bk. of E. but. N require adjustments to satisfy the details on sheet 8 of 3. MIN. BR LP # = 2'7" 64#6 a 2(E) bars at 6" cts. Top (Lap with each a(e) bar) x4# b (E) bar Each Side 82# a (E) 4 bars at 2" cts. Bottom (Lap with alternate a 2(E) bar) " at 0 F '0 " '0 " " at 0 F 8'9" end to end deck PLN '0" out to out deck 4'0" '0" '0" 4'0" b 2(E) Pier ~ Roadway Total drop = 3ˆ" Type SM Railing slope " per ft. b(e) a 2(E) 2 " cl. ( ") a(e) slope " per ft. Slab P.G.L. slope " per ft. a 2(E) 2' (typ.) slope " per ft. '" a 4(E) a (E) " cl. b (E) ' 0" 6x4# b (E) bars at 2" cts. 0" typ. between beams 4 Beam Spaces at 6' = 26' ' SUPERSTRUCTURE NER PIER CROSS (Looking East) NER MISPN TZEWELL BR F..S. 466 (C.H. 27) OVER S 3 S CH BR TZEWELL 3 326b00

12 " cl. Slab ( ") 84'0" End to End of Rail West End East End of eck Traffic Barrier Terminal Type 6, Std. 632 (Typ. ll Corners) 2' " '4" 3 Rail Post 6'" = 79'" 2' " '4" of eck Back of W. butment Back of E. butment ~ Brg. West butment ~ Pier 6'0" ~ Brg. East butment RIL POST SPCING '" SUPERSTRUCTURE BILL OF MTERIL 2' Type SM Rail 2' **t rail post anchor locations only. 2 " cl. Slab b(e) a(e) For details of expansion joint, see sheet 8 of 3. 0 F Hatched area to be poured after superstructure forms have been removed. Quantity of concrete included with Concrete Superstructure. *** Varies from 7" BR a 2 (E) 6'" " 7" Bar a(e) a (E) a 2(E) a 3(E) b(e) b (E) No a 4(E) Size # 29' # 28' #6 # # # # b 2(E) #6 Length 7'" 7'7" '3" 28'" 22'4" 23'6" Shape *b(e) ** " cl. a 2(E) a(e) b (E) a (E) a 3(E). Tilt hook to miss beam flange " x(e) ' " to '4 " (West but.) ' " to '4 " (East but.) BR a 3 (E) x(e) Reinforcement Bars, Epoxy Coated Concrete 48 Superstructure # 6'" POUN CU Y 9,8 7.4 '" ƒ" rip Notch Full Length 4" b (E) a 4(E) 6 " Varies " to " b (E) a (E) W27 Steel Beam (Composite) Full Length a (E) '9" Back of but. '" 3" '" 9" 2'6" See Special Provisions * Bend b(e) at rail post 6" Level anchors to maintain cover. BR a 4 (E) ~ Brg. 4" 0 F '0" 2'6" 8 " 6" ' '0" " THRU RIL See Sheet 7 of 3 for Rail Post nchor etails '6" *** imension at back of abutment. BR x(e) SUPERSTRUCTURE ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER 6 S 3 S CH BR TZEWELL b006

13 " " " s Required " max. ƒ " '' '' '' '' FOR RIL POST SPCING SEE #6 OF 3. ` " x 2 " x ' Top & Bottom Typ. ETIL OF ƒ" } ROUN HE BOLT " 3 " ƒ" With Slot Without Slot or Recess VIEW " B 4" HSS 8 x 4 x Š 4" 2" ` " x 6 " x ' Each side, top rail ` " x 4 " x ' Each side, bottom rail " } x ƒ" Cap Screw with flat washer Locknut ƒ" } Holes in tubing ƒ" " 4" " 2" Typ. ` " x 3 " x 7 " E 3" ƒ" } '2 " ~ " } holes 2" W6x2 T 4" drain hole 4" 4ƒ" } x 6" Round Head Bolts 2" 6" RIL SPLICE " } Holes in post C " } Holes in angles ~ Slotted holes 3" 0" ' " 3ƒ" 3ƒ" Ž" } holes in angles L 6 x 4 x ƒ 3" 3" C (With slot or approved recess in head) with locknut & flat washer. " } holes in hollow structural section may be drilled in the field. Ž" x " slotted hole in post 2 " 2 " } x 7ƒ" SHTO 2ƒ" } x 3 " H.S. M64 anchor bolts with bolts with hex nut & flat washer and lockwasher flat washers 2 " } x ƒ" cap screws with flat washer ƒ " 2 " ƒ " 3" 3" HSS 6 x 4 x ` " x " x " ** 0" 3" '0" 6" 2' Top of eck HSS 6 x 4 x x 3 " long Varies " x 7" x 6" Fabric reinforced elastomeric pad ` " x 7" x 6" ~ " reduced base welded studs. Provide 4 " washers and selflocking nuts or nuts and jam nuts for guardrail connection shown on Std Locknut " x 2 " Slotted " } x ƒ" Cap Screw Holes in hollow with flat washer & ƒ" } structural section XS pipe spacer, " long. RIL SPLICE CONNECTION T EXPNSION JT. Roadway Side ƒ " 2 " ƒ " 2" VIEW EE 6" 6" ` " x 3 " x " ƒ" } drain hole E EN OF RIL ETILS '7" ~ " } Holes ƒ" 3ƒ" 3ƒ" ƒ" ƒ" 3" 2" 2" ƒ"ƒ" 2" 2" 3" ƒ" " 6" 6" Ž" x 3" Slotted holes 3 " B HSS 6 x 3 x x 3 " long T RIL POST Hollow structural section " at rail splice " at exp. jt. at 0 F. ~ Post 3" BB " } Holes in angles and plate 3ƒ" 3ƒ" ` " x 6" x 9" ` " x " x " 3" 3" 3 " HSS 6 x 4 x x 3 " long HSS 6 x 4 x 2" 7 " 2" x 3 " long " 2 " 2 " " " } holes 2ƒ" 6" 2ƒ" ` " x " x " " 4" " ƒ" ~ Post 3" 2" 2" ƒ" 3ƒ" 9 " 2 " Top Rail 2 " Bott. Rail 2" 4" 4" 4" 4" 2" PLNBOTT. SPLICE ` 3" ' TYPICL ` " x 6" x 9" " } Hole in " ` Locknut " } holes * " H.S. Nut SHTO M 64 welded to ` Cast " voids behind each nut 3" Notes: paint before erection. anchor device. VIEW 09.0 of the Standard Specifications. BILL OF MTERIL Item Unit ll field drilled holes shall be coated with an approved zinc rich ll steel rail members shall be galvanized according to rticle ** The studs of the anchor devices shall be placed below the top reinforcement bars and the outermost longitudinal reinforcement bar shall be placed directly above the studs of the rail post Quantity { 6 x 4 x ƒ x 6" long 2Ž" Holes in angles Ž" x " Slotted hole in post 2 " CC Grind Š" Chamfer W6x2 HSS 6 x 3 x x 3 " long 6" 3" 3" 7" " } holes ƒ" 3 " ƒ" " 6" " ` " x 7" x 6" " 3" " ƒ " ƒ " " ƒ" ƒ" 6" 3" " x " x 6" Bar deck pour. Galvanized after fabrication. 0" NCHOR EVICE *Threaded areas shall be plugged or blocked off during #3 bar " " 2" " ƒ" } x 6" Granular or solid flux filled headed studs conforming to article of the Std. Specs. automatically end welded. (6 Required per `) * '' Round bar stock SHTO M2 G0 or hex coupler nuts conforming to SHTO M29, Grade 3'' long welded to #3 bar. Tap pipe for '' } cap screw. 7 Steel Railing, Type SM FOOT 68 STEEL RILING TYPE SM TZEWELL BR F..S. 466 (C.H. 27) OVER S 3 S CH BR TZEWELL b007

14 " 2" Top of locking edge rail 2" Top of deck Bk. of butment Strip seal joint ƒ" } x Studs Notes: The strip seal shall be made continuous and shall have a minimum thickness of ''. The configuration of the strip seal shall match the configuration of the Locking Edge Rails. Open or "webbed" strip seal gland configurations PLN are not permitted. The gland shall be sized for a maximum rated movement of 4 inches. The Locking Edge Rails depicted are conceptual only, except for the minimum dimensions shown. The actual configuration of the Locking Edge Rails and matching strip seal may vary from manufacturer to manufacturer. Flanged edge rails will not be allowed. Locking Edge Rails may be spliced at slope discontinuities. The manufacturer's recommended installation methods Strip seal Strip seal shall be followed. The joint opening and deck dimensions detailed on the 3'' 3'' '' Locking edge rail " at 0 F 3 '' Top of slab * ƒ'' } x 8'' studs at '0'' cts. 3'' 3'' '' Locking edge rail 3'' " at 0 F Top of slab *ƒ'' } x 8'' studs at '0'' cts. 7 '' min. '' *** 7 '' min. Omit weld at seal opening Grind Flush *** superstructure are based on a rolled rail expansion joint. If the Contractor elects to use the welded rail expansion joint, the opening and deck dimensions shall be modified according to the dimensions detailed on this sheet. Required modifications shall be made at no additional cost to the County. ll steel components shall be galvanized after fabrication according to rticle.03 of the Standard Specifications. Maximum space between rail segments shall be '', sealed with a suitable sealant. Joints in rails within 0 ft. of curbs shall be welded. 2" at 0 F. '' } holes at 4'0'' cts. for '' } bolts. ll bolts shall be burned, sawed, or chipped off flush with the plates after forms are removed, typ. THRU ROLLE RIL JOINT * ƒ'' } x 8'' studs at 2'0'' cts. '' } holes at 4'0'' cts. for '' } bolts. ll bolts shall be burned, sawed, or chipped off flush with the plates after forms are removed, typ. 2ƒ" at 0 F. THRU WELE RIL JOINT *ƒ'' } x 8'' studs at 2'0'' cts. '' '' min. ROLLE EXTRUE RIL '' min. WELE RIL *** Back gouge not required if complete joint penetration is verified by mockup. LOCKING EGE RIL SPLICE The inside of the locking edge rail groove shall be free of weld residue. BILL OF MTERIL Item Unit Total Granular or solid flux filled headed * studs conforming to rticle of the Std. Specs., automatically end welded. LOCKING EGE RILS Rolled rail shown, welded rail similar. Preformed Joint Strip Seal FOOT PREFORME JOINT STRIP SEL ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER 8 S 3 S CH BR TZEWELL b008

15 3' 4" 6 " 9 9 " 22 7" 4 7" 37 = 24' 9 9 " 6 " 4" Shear Stud = '0 " = 2'0" = 8'2" = '0 " Spacing ~ Brg. ~ Brg. W. but. ~ Pier E. but. End of Beam End of Beam Note: ll beams are W27x84 SHTO M2 Grade 0W (NTR). Load carrying components designated "NTR" shall conform to the Impact Testing Requirement, Zone 2. See Sheet 0 of 3 for Structural Steel etails. 4 Beam 6' = 26' W27x84 (typ.) 3'4" (C.H. 27) ~ Rdwy. & P.G.L. 3'4" 26' N Beam No. ~ Splice 0'0" 4" ' " ' " ' " ' " 4" iaphragm Spacing '3" Span '3" Span 2 8'2" End to End Beam "} H.S. Bolts 2" 6" 2" ƒ " Flange Splice LP " x 0" x 37" (N.T.R.) (Top & Bottom) " Max. " sp. at sp. at " 3" cts. 3" cts. 4" FRMING PLN * TOP OF BEM ELEVTIONS ~ Brg. ~ Brg. ~ Brg. Beam No. ~ Splice West but. Pier East but *For Fabrication Only. "} H.S. Bolts ƒ " Spaces at 3ƒ " cts. Slab " 2" min. 3 " 3 " 4" min. " ƒ" Granular or solid flux filled headed studs, automatically end welded to flange. (No. Req'd. =,72) Web Splice PL " x 22 " x 9 " Each Side (N.T.R.) ƒ" 2 sp. 4" 2 sp. ƒ" at 3" at 3" cts. cts. SPLICE ETIL ( Required) Fillet Varies 9 FRMING PLN N ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER S 3 S CH BR TZEWELL 3 326b009

16 Is I c(n) I c(3n) I c(cr) Ss S c(n) S c(3n) S c(cr) C MC C2 MC2 W MW ML L + IM M U (Strength I) } fmn f s C f s C2 f s W f s (L L + IM) f s (Service II) 0.9R hfyf f s (Total)(Strength I) } ffn Vf R R R R INTERIOR BEM MOMENT TBLE 4 (in ) 4 (in ) 4 (in ) 4 (in ) 3 (in ) 3 (in ) 3 (in ) 3 (in ) (k/') ('k) (k/') ('k) (k/') ('k) ('k) ('k) ('k) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (k) INTERIOR BEM RECTION TBLE C C2 W L + IM R Total (k) (k) (k) (k) (k) W. but. & E. but..6 8,764 6, Pier Span & 0.6 Span 2 2,80 2, , Pier 8.8 8,764 6,62 4, , I s, S s : Noncomposite moment of inertia and section modulus of the steel section used for computing f s (TotalStrength I, and 4 3 Service II) due to noncomposite dead loads (in. and in. ). I c(n), S c(n): Composite moment of inertia and section modulus of the steel and deck based upon the modular ratio, "n", used for computing f s(totalstrength I, and Service II) in uncracked sections due to 4 3 shortterm composite live loads (in. and in. ). I c(3n), S c(3n): Composite moment of inertia and section modulus of the steel and deck based upon 3 times the modular ratio, "3n", used for computing sf (TotalStrength I, and Service II) in uncracked sections, due to longterm composite (superimposed) dead loads 4 3 (in. and in. ). I c(cr), S c(cr): Composite moment of inertia and section modulus of the steel and longitudinal deck reinforcement, used for computing sf (TotalStrength I and Service II) in cracked sections, due to both shortterm composite live loads and longterm composite 4 3 (superimposed) dead loads (in. and in. ) C: Unfactored noncomposite dead load (kips/ft.). M C : Unfactored moment due to noncomposite dead load (kipft.). C2: Unfactored longterm composite (superimposed excluding future wearing surface) dead load (kips/ft.). M C2 : Unfactored moment due to longterm composite (superimposed excluding future wearing surface) dead load (kipft.). W: Unfactored longterm composite (superimposed future wearing surface only) dead load (kips/ft.). M W : Unfactored moment due to longterm composite (superimposed future wearing surface only) dead load (kipft.). M LL + IM : Unfactored live load moment plus dynamic load allowance (impact) (kipft.). M u (Strength I): Factored design moment (kipft.)..2 (M C + M C2 ) +. M W +.7 ML + IM } fm n : Compact composite positive moment capacity computed according to rticle or nonslender negative moment capacity according to rticle 6.. or 6..2 (kipft.). f sc: Unfactored stress at edge of flange for controlling steel flange due to vertical noncomposite dead loads as calculated below (ksi). M C/Snc f sc2: Unfactored stress at edge of flange for controlling steel flange due to vertical composite dead loads as calculated below (ksi). M C2 /S c(3n) or M C2 /S c(cr) as applicable. f sw: Unfactored stress at edge of flange for controlling steel flange due to vertical composite future wearing surface loads as calculated below (ksi). M W /S c(3n) or M W /S c(cr) as applicable. f s ( L + IM): Unfactored stress at edge of flange for controlling steel flange due to vertical composite live load plus impact loads as calculated below (ksi). M L + IM/S (3n) c or M LL+IM/S (cr) c as applicable. f s(service II): Sum of stresses as computed below (ksi). f s C + f s C2 + f s W +.3f s L ( + IM ) 0.9R h F y f: Composite stress capacity for Service II loading according to rticle (ksi). f s(total)(strength I): Sum of stresses as computed below on noncompact section (ksi)..2(f s C + sf C2 ) +.f sw +.7f s L ( + IM ) } f F n : NonCompact composite positive or negative stress capacity for 2 Spa. at 3" = 6" " " ~ ƒ" } H.S. bolts " } holes 2" 2 " 6" 4 sides Channel flanges outward from ~ " ` 4 sides L 4" x 4" x " IPHRGM (8 Required) Note: Two hardened washers required for each set of oversized holes. " (Typ.) " typ. C2x2 '3" 2" **2 Spa. at 2" " cts. = " B BB IPHRGM ~ 4 sides L 6" x 4" x " *~ C2x2 (2 Required) Note: Two hardened washers required for each set of oversized holes. *lternate channels C2x, are permitted to facilitate material acquisition. Calculated weight of structural steel is based on the lighter section. The alternate, if utilized, shall be provided at no additional cost to the County. **ƒ" } HS bolts, " } holes ll cross frames or diaphragms shall be installed as steel is erected and secured with erection pins and bolts except as otherwise noted. Individual cross frames or diaphragms at supports may be temporary disconnected to install bearing anchor rods. B *~ Beam and ~ C2x2 at end of channel Strength I loading according to rticle or (ksi). V f : Maximum factored shear range in span computed according to rticle STRUCTURL STEEL ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER 0 S 3 S CH BR TZEWELL b00

17 B ~ Brg. ~ Beam ƒ" } Threaded Stud with flat washer & " } Hole in Bott. Flange 2" 4" 2" hex nut. (4Req'd.) 2" 2" 2" 3" 3" 2" Bonded ` ƒ" x x '3" " ~ ƒ"} Studs Shim plate if req'd. 3 " 3 " " Steel Extension Bearing ssembly * Ex. anchor bolt 6" 9ƒ" 6" 9ƒ" Side Retainer, typ. * Ex. anchor bolt 3ˆ " Š " ƒ " " 2ƒ " " Elastomer 2 " Steel Plates " 7" " BERING SSEMBLY 3 Layers of " " min. " " Š " 3ˆ " ~ "} Hole SIE RETINER 2 " 4" 4" Š " " " 3 " 3 " " B ELEVTION T BUTMENT '7 " BB ~ "} x 2" nchor bolts (STM F4 Grade 36) with 2 " x 2 " x Š'' ` washer under nut Note: Shim plates shall not be placed under Bearing ssembly. ( Req'd) Equivalent rolled angle with stiffeners will be allowed in lieu of welded plates. TYPE I ELSTOMERIC EXP. BRG. Notes: (0 Required) nchor bolts shall be STM F4 allthread (or an Engineerapproved alternate material) of the grade(s) " " " " " " " " 6 (Typ.) 2" 4" ~ "} Holes 0" 2" 6" 2" ~ "} Holes " (Typ.) EXTENSION HEIGHT "" Beam West butėast but ƒ" 2 " 3 " 2 " ƒ" ƒ" 2 " 3 " 2 " ƒ" and diameter(s) specified. The corresponding specified grade of SHTO M34 anchor bolts may be used in lieu of STM F4. nchor bolts at fixed bearings shall be installed in holes drilled after the supported member is in place. nchor bolts for side retainers shall be installed in holes drilled before or after members are in place. rilled and set anchor bolts shall be installed according to rticle 2.06 of the Standard Specifications. The structural steel bearing plates and Fabricated Steel Extensions shall conform to the requirements of SHTO M2 Grade 0W. " 6 (Typ.) ELEVTION STEEL EXTENSION FBRICTE STEEL EXTENSION (0 Required at abutments) Note: Prior to ordering any material, the Contractor shall verify in the field all bearing height, extension height 2" " " PLN STEEL EXTENSION * Burn existing anchor bolts flush with existing concrete surface. Grind existing anchor bolt smooth and seal with epoxy. Cost to be included with "Removal of Existing Superstructures." (Typ.) " FILL ` TBLE Beam Pier ƒ" 2 " 3 2 " 4 " ƒ" nchors shall be set and grout cured for a minimum of 24 hours prior to forming the bridge deck. Two " in. adjusting shims shall be provided for each bearing in addition to all other plates or shims and placed as shown on bearing details. Side Retainers, Fabricated Steel Extensions and other steel members required for the elastomeric bearing assembly shall be included in cost of Elastomeric Bearing ssembly, Type. BILL OF MTERIL " 24" R C ~ Brg. ` " x 9" x " and fill plate thickness dimensions. 3 " 2 " 2 " 3 " "} Holes'' deep in top ` for "} pintles. Thread or press fit in bottom `. " " 3" R ITEM UNIT nchor Bolts, " ECH Elastomeric Bearing ssembly, Type ECH 0 "} 4 " 4 " C ELEVTION T PIER ` " x 9" x '" ƒ" Shim or fill plate * Ex. anchor bolt '' elastomeric neoprene leveling pad according to the material properties of rticle 02.02(a) of the Standard Specifications. Cost included with Structural Steel. '' 9ƒ" 9ƒ" '7 " '" CC * Ex. anchor bolt PINTLE ƒ" (SHTO M2, Grade 0W) ~ "} x 2" nchor bolts (STM F4, Grade 36) with 2 " x 2 " x 2 " washer under nut "} Holes in bottom `. BERING ETILS TZEWELL BR F..S. 466 (C.H. 27) OVER FIXE BERING ( Required) S 3 S CH BR TZEWELL b0

18 '0" 2# h(e) bars Ea. Corner (Typ.) bend to fit El. C min. 4'0" El. B '0" 3# h (E) bars Each Face Level El. '0" El West butment El East butment 4'0" El. B El. C Notes: Epoxy grout h(e) & u(e) bars in drilled holes according to rticle 84 of the Standard Specifications. The grout and method of " min. 3# u(e) 2" cts. Each Face application shall be approved by the Engineer. Space bars to miss existing reinforcement. Concrete to be poured after superstructure forms have been removed. Quantity of concrete included with Concrete Superstructure on Sheet 6 of 3. ELEVTION u(e) (West butment, Looking West) (East butment, Looking East) h (E) * Varies from ' " to '4 " (West but.) ' " to '4 " (East but.) " min. Indicates rea of hatchblock Back of but. BILL OF MTERIL ~ Brg. Bar No. Size Length Shape h(e) h (E) 8 # '0" 2 #6 29'9" h (E) u(e) 62 # Reinforcement Bars, Epoxy Coated See Special Provisions '" POUN 880 9" h(e) 2" u(e) 2'2" BR u(e) * imension at back of abutment. ELEVTIONS PLN N West butment Location B.F. West butment F.F. West butment B C N East butment F.F. East butment B.F. East butment EST N WEST BUTMENT ETILS B.F. = Back Face TZEWELL F.F. = Front Face BR F..S. 466 (C.H. 27) OVER 2 S 3 S CH BR TZEWELL b02

19 Ties at 4'0'' cts. When cantilever forming brackets are used, the work shall be done according to rticle 03.06(b) of the Standard Specifications, except as modified below and in the details shown on this sheet. The finishing machine rails shall be placed on the top flange of the exterior beams. The beams or girders, supporting cantilever forming brackets, shall be tied together at 4 foot intervals. For Standard construction, or Stage Construction the Hardwood bracing materials shall be placed as shown between webs of beams in each bay. Stage Construction Joint Finishing machine rail Hardwood 4'' x 4'' blocks at 4'0'' cts. Ties at 4'0'' cts. FORM BRCES FOR STGE CONSTRUCTION Symmetrical about ~ Bridge Ties at 4'0'' cts. Finishing machine rail Ties at 4'0'' cts. Hardwood 4'' x 4'' blocks at 4'0'' cts. Ties at 4'0'' cts. FORM BRCES FOR STNR CONSTRUCTION CNTILEVER FORMING BRCKETS TZEWELL BR F..S. 466 (C.H. 27) OVER 3 S 3 S CH BR TZEWELL b03

20 EXISTING STRUCTURE PLNS 7 S S CH BR TZEWELL 3 326b04

21 EXISTING STRUCTURE PLNS 2 7 S S CH BR TZEWELL b0

22 EXISTING STRUCTURE PLNS 3 7 S S CH BR TZEWELL b06

23 EXISTING STRUCTURE PLNS 4 7 S S CH BR TZEWELL b07

24 EXISTING STRUCTURE PLNS 7 S S CH BR TZEWELL b08

25 EXISTING STRUCTURE PLNS 6 7 S S CH BR TZEWELL b09

26 EXISTING STRUCTURE PLNS 7 7 S S CH BR TZEWELL b0

27 BY TE : 3: FINL SURVEYE SURVEY PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE 6 6 C = 2 F = BY TE ORIGINL SURVEYE SURVEY PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE SEC BR 6 BEGINS ST C = F = 0 H C = 0 F = 0 BK FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326xshts.dgn RWN PLOT SCLE = ' / in. CHECKE efault PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=' CROSS S OF S ST TO ST RTE. S CH BR TZEWELL 3 27 ILLINOIS

28 BY TE SURVEYE PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE : 6 6 C = 2 F = : FINL SURVEY : 3: 6 6 C = 2 F = BY TE 6 6 ORIGINL SURVEYE SURVEY PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE : 6 6 C = 2 F = 6 6 3: FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326xshts.dgn RWN PLOT SCLE = ' / in. CHECKE efault PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=' CROSS S 2 OF S ST TO ST RTE. S CH BR TZEWELL 3 28 ILLINOIS

29 : 3: BY TE C = F = SURVEYE FINL SURVEY PLOTTE TEMPLTE RES NOTE BOOK RES CHECKE ST C = 2 F = 76 H C = 0 F = 0 BK BRIGE OMISSION ST C = 0 F = 0 H C = 4 F = 0 BK 6 6 3: : BY TE 6 6 C = 4 F = SURVEYE PLOTTE TEMPLTE RES RES CHECKE ORIGINL SURVEY NOTE BOOK 6 6 C = 2 F = 44 3: 6 6 3: FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326xshts.dgn RWN PLOT SCLE = ' / in. CHECKE efault PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=' CROSS S 3 OF S ST TO ST RTE. S CH BR TZEWELL 3 29 ILLINOIS

30 BY TE SURVEYE PLOTTE TEMPLTE RES RES CHECKE : C = 2 F = : FINL SURVEY NOTE BOOK : C = 2 F = : BY TE ORIGINL SURVEYE SURVEY PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE C = F = : 6 6 3: FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326xshts.dgn RWN PLOT SCLE = ' / in. CHECKE efault PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=' CROSS S 4 OF S ST TO ST RTE. S CH BR TZEWELL 3 ILLINOIS

31 BY TE SURVEYE PLOTTE TEMPLTE RES RES CHECKE FINL SURVEY NOTE BOOK SEC BR ENS ST C = 0 F = 0 H C = 2 F = 0 BK BY TE ORIGINL SURVEYE SURVEY PLOTTE TEMPLTE NOTE BOOK RES RES CHECKE : C = F = : FILE NME = USER NME = cthomas ESIGNE V:\Bridge\326Tazewell\326xshts.dgn RWN PLOT SCLE = ' / in. CHECKE efault PLOT TE = 2// TE TZEWELL HIGHWY 27 OVER SCLE: "=' CROSS S OF S ST TO ST RTE. S CH BR TZEWELL 3 3 ILLINOIS