PLANS FOR PROPOSED NON-MFT PROJECT

Transcription

1 INDEX OF SHEETS SHEET NO DESCRIPTION COVER SHEET SUMMARY OF QUANTITIES & GENERAL NOTES MAINTENANCE OF TRAFFIC SHEETS ROADWAY PLAN BRIDGE REPAIR PLANS EXISTING BRIDGE PLANS HIGHWAY STANDARDS: TC STANDARD SYMBOLS, ABBREVIATIONS, AND PATTERNS TRAFFIC BARRIER TERMINAL, TYPE 6 OFFRD OPERATIONS, 2L, 2W, 5' (4.5 m) TO 24'' (600 mm) FROM PAVEMENT EDGE LANE CLOSURE 2L, 2W MOVING OPERATIONS DAY ONLY LANE CLOSURE, MULTILANE, UNDIVIDED WITH CROSSOVER, FOR SPEEDS 45 MPH TO 55 MPH TRAFFIC CONTROL DEVICES TEMPORARY CONCRETE BARRIER GUARDRAIL AND BARRIER WALL REFLECTOR MOUNTING DETAILS DISTRICT ONE TYPICAL PAVEMENT MARKINGS KANE DIVISION OF TRANSPORTATION PLANS FOR PROPOSED NONMFT PROJECT FAP ROUTE 6 / / RANDALL ROAD OVER MILL CREEK BR KANE EXISTING STRUCTURE NO R. 8 E., RD P.M. HANCOCK ADAMS ROCK ISLAND HENDERSON PIKE MERCER WARREN MC DONOUGH SCHUYLER BROWN CALHOUN SCOTT ROUTE NO. FED. ROAD DIST. NO. JO DAVIESS HENRY KNOX FULTON CASS GREENE JERSEY MORGAN MONROE CARROLL WHITESIDE BR STEPHENSON STARK MASON PEORIA MENARD MACOUPIN MADISON ST. CLAIR SANGAMON BUREAU TAZEWELL KANE TOTAL SHEETS WINNEBAGO BOONE MC HENRY LAKE OGLE LEE PUTNAM MARSHALL LOGAN WOODFORD CHRISTIAN MONTGOMERY BOND CLINTON WASHINGTON FAYETTE DE KALB LA SALLE MC LEAN DE WITT MACON MARION JEFFERSON LIVINGSTON PIATT MOULTRIE SHELBY EFFINGHAM KANE KENDALL GRUNDY CLAY WAYNE FORD DU PAGE CHAMPAIGN DOUGLAS COLES CUMBERLAND JASPER WILL RICHLAND EDW ARDS COOK KANKAKEE IROQUOIS VERMILION SHEET NO. 20 EDGAR CLARK CRAWFORD LAWRENCE W ABASH RANDOLPH PERRY HAMILTON WHITE FRANKLIN JACKSON WILLIAMSON SALINE GALLATIN HARDIN UNION JOHNSON POPE IMPROVEMENT LOCATION SN: ALEXANDER PULASKI MASSAC LOCATION OF INDICATED THUS: FUNCTIONAL CLASSIFICATION: DESIGN SPEED: DESIGN TRAFFIC: OTHER PRINCIPAL ARTERIAL 50 MPH 0,900 ADT (204) T. 9 N. WARNING KANE DIVISION OF TRANSPORTATION APPROVED 20 KANE ENGINEER 0 00' 200' 00' 0' 20' 0' ''= 00' ''= 0' CALL 8 BEFORE YOU DIG ' 50' 50' 00' 00' 50' ''= 50' ''= 40' 00' ''= 0' 00' ''= 20' LOCATION MAP FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED. APPROXIMATE SCALE: 0 MILE DATE: ST AT E 0/26/208 OF S O JOSEPH W. FRAZEE LICENSED PROFES I N AL E NG INEER ILLIN O IS CIVIL ENGINEERS STRUCTURAL ENGINEERS LAND SURVEYORS 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, PROFESSIONAL DESIGN FIRM LS / PE / SE CORPORATION EXPIRES: /0/209 PROJECT NUMBER: DATE: 0/26/8 P:\aaa KANE CO INSPECTION\BRIDGE INVENTORY\ (C) RandallMill Crk\208 Slab Rehab\Cad\045029shtcover.dgn

2 FILE NAME = shtSOQnotes.dgn rhosick 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT SCALE PLOT DATE = $SCALE$ = 0/26/208 DESIGNED DRAWN CHECKED DATE J.W.F. M.M.P. S.W.M. 0/26/8 KANE DIVISION OF TRANSPORTATION SUMMARY OF QUANTITIES AND GENERAL NOTES RANDALL ROAD SCALE: SHEET NO. OF SHEETS STA. TO STA BR KANE 20 2

3 W6(0)48 FOR ADDITIONAL APPROACH SIGNAGE SEE STANDARD 704 FOR ADDITIONAL APPROACH SIGNAGE SEE STANDARD 704 END WORK SPEED ZONE LIMIT G20I0606 YELLOW REFLECTORIZED PAVEMENT MARKING TAPE WHITE REFLECTORIZED PAVEMENT MARKING TAPE I I TYPE III BARICADES 2+45 END WORK ZONE SPEED LIMIT W2Ill5(0)68 WORK ZONE WORK ZONE SPEED W2Ill5(0)68 MARKING TAPE W4L(O)48 WHITE REFLECTORIZED PAVEMENT W6(0)48 W4R(O)48 G20I0606 R2648 R0I08p68 SPEED LIMIT 45 PHOTO ENFORCED LIMIT 45 R2648 R2I06p68 $XXX FINE MINIMUM PHOTO ENFORCED R0I08p68 $XXX FINE MINIMUM R2I06p68 SYMBOLS RANDALL ROAD ARROW BOARD 70'" WORK AREA 5'8" '0" 2'0" 4'0" 2'0" 2'0" SIGN STAGE CONSTRUCTION '0" LANE 2'0" LANE '" DRUM WITH STEADY BURN MONODIRECTIONAL LIGHT DIRECTION INDICATOR BARRICADE WITH STEADY BURN MONODIRECTIONAL LIGHT I TYPE II BARRICADE WITH STEADY BURN MONODIRECTIONAL LIGHT TYPE III BARRICADE WITH FLASHING MONODIRECTIONAL LIGHTS DRUM CROSS (LOOKING SOUTH) TEMPORARY CONCRETE BARRIER (TYP.) TEMPORARY PAVEMENT MARKING LINE 4" (TYP.) IMPACT ATTENUATOR, TEMPORARY, TL TEMPORARY CONCRETE BARRIER FILE NAME = shtMOT.dgn rhosick 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT SCALE PLOT DATE = $SCALE$ = 0/26/208 DESIGNED DRAWN CHECKED DATE J.W.F. T.W.K. S.W.M. 0/26/8 KANE DIVISION OF TRANSPORTATION STAGE MAINTENANCE OF TRAFFIC RANDALL ROAD SCALE: NO SCALE SHEET NO. OF 2 SHEETS STA. TO STA BR KANE 20

4 FOR ADDITIONAL APPROACH SIGNAGE FOR ADDITIONAL APPROACH SIGNAGE SEE STANDARD 704 SEE STANDARD 704 WORK END ZONE W6(0)48 SPEED LIMIT G20I W4R(O)48 TYPE III BARICADES W4L(O) I I END 2+20 W2Ill5(0)68 WORK ZONE WORK ZONE SPEED LIMIT 45 W2Ill5(0)68 R2648 MARKING TAPE W6(0)48 WHITE REFLECTORIZED PAVEMENT YELLOW REFLECTORIZED PAVEMENT MARKING TAPE G20I0606 WORK ZONE SPEED LIMIT WHITE REFLECTORIZED PAVEMENT MARKING TAPE R2648 R0I08p68 SPEED LIMIT 45 PHOTO ENFORCED PHOTO ENFORCED R0I08p68 R2I06p68 $XXX FINE MINIMUM $XXX FINE MINIMUM R2I06p68 SYMBOLS RANDALL ROAD ARROW BOARD 70'" WORK AREA 2'0" 2'0" 4'0" 2'0" '0" 5'" SIGN LANE 2'0" LANE '0" STAGE 2 CONSTRUCTION DRUM WITH STEADY BURN MONODIRECTIONAL LIGHT DIRECTION INDICATOR BARRICADE WITH STEADY BURN MONODIRECTIONAL LIGHT I TYPE II BARRICADE WITH STEADY BURN MONODIRECTIONAL LIGHT TEMPORARY CONCRETE BARRIER (TYP.) TEMPORARY PAVEMENT MARKING LINE 4" (TYP.) TYPE III BARRICADE WITH FLASHING MONODIRECTIONAL LIGHTS DRUM CROSS (LOOKING SOUTH) IMPACT ATTENUATOR, TEMPORARY, TL TEMPORARY CONCRETE BARRIER FILE NAME = shtMOT.dgn rhosick 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT SCALE PLOT DATE = $SCALE$ = 0/26/208 DESIGNED DRAWN CHECKED DATE J.W.F. T.W.K. S.W.M. 0/26/8 KANE DIVISION OF TRANSPORTATION STAGE 2 MAINTENANCE OF TRAFFIC RANDALL ROAD SCALE: NO SCALE SHEET NO. 2 OF 2 SHEETS STA. TO STA BR KANE 20 4

5 TRAFFIC BARRIER TERMINAL, TY6 = EACH GUARDRAIL REMOVAL = 8 FOOT TYP. EACH CORNER MODIFIED URETHANE PAVEMENT MARKING LINE 4" SOLID WHITE EDGE LINE MODIFIED URETHANE PAVEMENT MARKING LINE 4" SKIP DASH WHITE CENTER LINE MODIFIED URETHANE PAVEMENT MARKING LINE 4" SOLID DOUBLE YELLOW MEDIAN LINE MODIFIED URETHANE PAVEMENT MARKING LINE 4" SKIP DASH WHITE CENTER LINE HOTMIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH HOTMIX ASPHALT SURFACE COURSE, MIX "D", N70 (2") TYP. EACH END HMA SURFACE REMOVAL, VARIABLE DEPTH (2" 4 2") 2" EXISTING HMA PAVEMENT BRIDGE CONCRETE WEARING SURFACE (5") BRIDGE DECK SCORIFICATION ( 2") BACK OF ABUTMENT HMA SURFACE COURSE, MIX "D", N70 (2" THICK) PAVEMENT CROSS FILE NAME = shtrdwyplan.dgn rhosick 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT SCALE PLOT DATE = $SCALE$ = 0/26/208 DESIGNED DRAWN CHECKED DATE J.W.F. T.W.K. S.W.M. 0/26/8 KANE DIVISION OF TRANSPORTATION ROADWAY PLAN RANDALL ROAD SCALE: NONE SHEET NO. OF SHEETS STA. TO STA BR KANE 20 5

6 SCOPE OF WORK Remove existing ovrlay and scarify existing RC slab. Patch existing RC slab as required. Remove existing steel rail and replace with concrete parapets. Place composite RC overlay. GENERAL NOTES Reinforcement bars designated (E) shall be epoxy coated. 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 adjustments prior to construction or ordering of materials. Such variations 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. Existing Name Plate shall be cleaned and relocated. Cost included with Relocating Name Plates. Existing reinforcement that is to be reused shall be cleaned and incorporated into the new construction. Cost included with Concrete Removal. ELEVATION (Looking East) 68'9'' bk.bk. Abut. N Guardrail 60'± Guardrail 85'± Northbound Northbound Bk. North Abut. Sta '4 2'' 6 (Typ.) '4 2'' Span Span 2 Pier Sta Bk. South Abut. Sta Bridge Southbound Southbound Guardrail 95'± 4'0' 8'0' 2'0' 2'0' 2'0' 2'0' 8'0' '8' 5'8' Stage I Construction 5'' Stage II Construction 70'' o.o. deck T. 9 N. INDEX OF STRUCTURE SHEETS General Plan & Elevation Stage Construction Details Temporary Concrete Barrier for Stage Construction Concrete Overlay Details Parapet Details Bar Splicer Assembly and Mechanical Splicer Details Existing Plans R. 8 E., RD. P.M LOCATION SKETCH N Proposed Bridge DESIGN SPECIFICATIONS 2002 AASHTO Standard Specifications for Highway Bridges, 7th Edition. Name Plate Relocation See sheet 6 of 5 Guardrail 95'± '' TOTAL BILL OF MATERIAL ITEM UNIT TOTAL HotMix Asphalt Surface Removal, Variable Depth Sq. Yd. 59 LOADING HS2044 No allowance for future wearing surface. DESIGN STRESSES NEW CONSTRUCTION f'c = 4,000 psi (98 Widening) fy = 60,000 psi (Reinforcement) EXISTING CONSTRUCTION f'c =,500 psi (98 Widening) fy = 60,000 psi (Reinforcement 98 Widening) PLAN 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 "AASHTO LRFD Specifications." 0/26/208 LICENSED ST AT E STRUCTURAL ENGINEER W. MEGGINSON SPRINGFIELD, IL O STEVEN F I O LLIN IS Concrete Removal Concrete Supertstructure Bridge Deck Grooving Protective Coat Reinforcement Bars, Epoxy Coated Bar Splicers Bridge Deck Scarification 2'' Deck Slab Repair (Partial) Drill and Grout Bars Relocating Name Plates Cleaning and Painting Exposed Rebar Steel Railing Removal Concrete Wearing Surface, 5'' Cu. Yd. Cu. Yd. Sq. Yd. Sq. Yd. Pound Each Sq. Yd. Sq. Yd. Each Each L Sum Foot Sq. Yd , , f'c =,000 psi (946 Original) fy = 40,000 psi (Reinforcement 946 Original) STRUCTURAL NO Expires FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT GENERAL PLAN & ELEVATION STRUCTURE NO SHEET NO. OF 5 SHEETS BR KANE 20 6

7 70''' 5'8'' Stage I Construction Randall Road & Stage Construction line 5''' '8'' '0'' 2'' 2'0'' 4'0'' 2'0'' 2'0'' ''' Stage I North Bound Traffic Stage I South Bound Traffic Proposed 2'0'' Parapet Proposed 5'' Proposed Bridge Deck Existing HMA overlay 5''± RC Overlay Scarification 2'' to be removed Existing HMA overlay 5''± Temporary Concrete Barrier (Typ.) Existing 5'' Slab 8'4'' 2'7'' (946 Original) (98 Widening) STAGE I CONSTRUCTION (Looking South) 70''' 5'8'' Randall Road & Stage Construction line 5''' Stage II Construction '8'' 2'0'' 2'0'' 4'0'' 2'0'' 2'' '0'' ''' Stage II North Bound Traffic Stage II South Bound Traffic 2'0'' '7'' Proposed 5'' RC Overlay Existing HMA overlay 5''± to be removed Proposed Bridge Deck Scarification 2'' Proposed Parapet 8'4'' (946 Original) 2'7'' (98 Widening) STAGE II CONSTRUCTION (Looking South) FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT STAGE CONSTRUCTION DETAILS STRUCTURE NO SHEET NO. 2 OF 5 SHEETS BR KANE 20 7

8 Stage construction line Stage removal line Stage removal line '0 2" A A '0 2" A '0 2 " Temporary Concrete Barrier Temporary Concrete Barrier See Standard See Standard x8 UNC " 2 " 7 6" Ø hole 4 6" min. *" 6" min. *" US Std. 6" I.D. x 2 2" O.D. x approx. 8 guage thick washer " Ø pin Varies (see notes) RESTRAINING PIN When "A" is '" or less, the temporary concrete See Detail I, II or III barrier shall be restrained to the new slab according to Detail I, II or III. No restraint is required when "A" is greater than '". NEW SLAB OR NEW DECK BEAM Drill 4" Ø Holes in existing slab for " Ø restraining pins. Traffic side only. Cost of restraining pins are included with Temporary Concrete Barrier. No restraint is required when "A" is greater than '". EXISTING SLAB * When hotmix asphalt wearng surface is present, embedment shall be " plus the wearing surface depth. EXISTING DECK BEAM S THRU SLAB OR DECK BEAM Wood blocks sized for exposed height and width of retainer 6" "A" x 2" x "W" wood blocks " x 8" x "W" "A" x 2" x 0" wood blocks " x 8" x 0" " x "H" x 0" 4 2 " 2 " Top Bar Splicers 5 2 8" Ø Bolts with washers "W" 0" Detail I Detail II 0" Detail I Detail II 4 " 6 4" ± DETAIL I 2 " ± Bar splicers and additional splicers for Temporary Concrete Barrier Concrete wearing surface DETAIL II 2 " ± 2 2" Ø Bolts 4 " with washers HMA wearing surface DETAIL III 4 " 2 2" Ø Bolts with washers Notes: concrete barrier. BAR SPLICER FOR #4 BAR DETAIL III Cost of retainer assembly is included with Temporary Concrete Barrier. A retainer assembly shall be located at the approximate of each temporary The retainer plate shall not be removed until the concrete on the adjacent stage is ready to be poured. For Detail III applications the retainer plate shall not be removed until just prior to placing the adjacent beam. When the 'A' dimension is less than 2", the wood block shall be omitted and the barrier shall be placed in direct contact with the steel retainer plate. 2" Top bars Spa. 2" 6" 2" 6" 2" For deck beam applications the minimum required 'A' distance is 6" to accommodate the shear key clamping device. Detail I Installation for a new bridge deck or bridge slab. 8" "H" 4" + WS 5 Detail II Installation for a new deck beam with an initial concrete wearing surface. Additional bar splicers shall be provided at 6'0" centers and paired with the bar splicers of the concrete wearing surface reinforcement to accommodate the installation of the retainer assemblies. The cost of the additional bar splicers is included with the concrete wearing surface. (Detail I and II) 7 8" Ø Holes (Detail III) 7 8" Ø Holes STEEL RETAINER " x 8" x "W" STEEL RETAINER " x "H" x 0" Detail III Installation for a new deck beam with no initial wearing surface or with an initial hotmix asphalt (HMA) wearing surface present. The deck beam directly beneath the temporary concrete barrier shall be fabricated with bar splicer inserts in the side of the beam, as detailed, to accommodate the installation of the retainer assemblies. A pair of bar splicers, 6" apart, shall be placed at 6'0" centers along the length of the beam. The cost of the bar splicers is included with the deck beam. R FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT TEMPORARY CONCRETE BARRIER FOR STAGE CONSTRUCTION STRUCTURE NO SHEET NO. OF 5 SHEETS BR KANE 20 8

9 2 cl. 70''' Randall Road 8'0'' 24'0'' 2'0'' 2'0'' 24'0'' 8'0'' Shoulder Shoulder d(e) bars A Drop = 4'' 6''/ft Structure Crown Drop = 9 2'' 6''/ft Proposed Composite RC overlay 5'' P.G. 6''/ft 4' 2 cl. 4''/ft *6'' Min. A Longitudinal Joint Clamping Device Scarified 2'' RC Slab Existing 5'' RC Slab * Epoxy grouted bars shall be in acordance with Article 584 of the Standard Specifications. Adjust field locations as required to miss existing reinforcement. PROPOSED CROSS (Looking South) Longitudinal Joint b(e), b(e), or b2(e) 4' 5 2 4'' x 2 4'' x 6'' Washer 2'' x 2'' x '' Steel Plate Top and Bottom (AASHTO M270 Grade 50) Top & Bottom RC Slab 2' 2 max. Existing Slab '0'' '6'' Drilled hole '' Ø threaded rod with nut and washer (Each End) (Min. Fy=50 ksi) 6' Span & 2 Longitudinal Joint a(e), a(e), or a2(e) 2' 8 7' 4'' Ø 8'' Ø 0 2'' x 2'' x '' Steel '0'' cts. Top and Bottom (Span & Span 2) 6'' Steel Shims AA PLAN (If required) CLAMPING PLATE LONGITUDINAL JOINT CLAMPING DETAILS Notes: Cost of clamping detail included with Concrete Wearing Surface. All components of longitudinal joint clamping device shall be galvanized after fabrication according to Article of the Standard Specifications. (20 Joint Clamping Assemblies Required) Area between existing slab and steel plates shall be filled with epoxy injection or other engineer approved system if required for even bearing. Cost included in Concrete Wearing Surface. FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT CONCRETE OVERLAY DETAILS STRUCTURE NO SHEET NO. 4 OF 5 SHEETS BR KANE 20 9

10 '4 2'' '4 2'' N 5 #5 b(e) 8'' cts. Randall Road & Stage Construction Line Pier (See cutting diagram) 47 Bar splicers (E) for #5 b(e), b(e) & b2(e) bars #5 b2(e) bar Each End 6 Bk. of N. Abut. '0' (Stage I, II) 22 #5 d(e) 8'± cts. 7'0'' Bk. of S. Abut. 2' 6'9'' 66 #8 a2(e) 2' cts. ( St. I & St.II) '0'' 68 #8 a(e) 2' cts. ( St. I & St.II) 68 #5 a(e) 2' cts. ( St. I & St.II) 7 2'' BAR d(e) SUPERSTRUCTURE BILL OF MATERIAL BAR NO. SIZE LENGTH SHAPE 45 #5 d(e) 8''± cts. '4 2'' 0 #5 b(e) 8'' cts. '2 2'' a(e) a(e) a2(e) #5 #8 #8 20''' '0'' '6'' 74 #5 d2(e) bars at '' cts. (East parapet, back face) 74 #5 d(e) bars at '' cts. (East parapet, front face) 74 #5 d(e) bars at '' cts. (West parapet, front face) 74 #5 d4(e) bars at '' cts. (West parapet, back face) PLAN (Stage II shown, Stage I similar) b(e) bars '9' '0' 2'' b(e) bars Cut Line 5#5 b(e) 8'' cts. b(e) bars 2'' '0' b(e) bars '9' b(e) b(e) 60 0 #5 #5 '8'' '9'' b2(e) 4 #5 4'9'' d(e) 980 #5 '8'' d(e) 48 #5 5'7'' d2(e) 74 #5 2'4'' d(e) 48 #5 2'9'' d4(e) 74 #5 '0'' e(e) 28 #4 6'7'' e(e) 4 #4 5'0'' e2(e) 4 #4 7'0'' e(e) 2 #4 2'0'' e4(e) 2 #8 2'0'' e5(e) 2 #4 '0'' e6(e) 2 #8 '0'' Reinforcment Bars, Epoxy Coated Pound 20,90 CUTTING DIAGRAM Order b(e) bars full length. Cut as shown and use the remainder in opposite end of culvert. Drill and grout Bars Each 2,276 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT CONCRETE OVERLAY DETAILS STRUCTURE NO SHEET NO. 5 OF 5 SHEETS BR KANE 20 0

11 67'7'' end to end parapet Parapet Jt. 6'2 2'' 7'0'' 7'0'' 7'4 2'' spacing 74#5 d(e) '' cts. 7#4 e(e) bars 7#4 e(e) bars 7#4 e(e) bars See THRU PARAPET See THRU PARAPET See THRU PARAPET 7#4 e2(e) bars See THRU PARAPET A End of #8 e4(e) bar Front Face #4 e(e) bar Back Face Aluminum sheeted joint in base of parapet #8 e6(e) bar Front Face #4 e5(e) bar Back Face '4 2'' Aluminum sheeted joint in base of parapet Slab '2'' 5'' Span Span 2 d(e) d2(e) 4'' Notch 2'' 9 2'' 2 2'' 2' cl. min. (Typ.) ' 7'2'0' ' '2 2'' Pier e(e) or e5(e) *6' d(e) 4'' Notch d4(e) e(e) or e5(e) Notes: 6' (Min.) (Typ.) 2'' e4(e) or e6(e) THRU EAST PARAPET 4'' '2'' 5'' 9 2'' 2 2'' 2' cl. min. (Typ.) e4(e) or e6(e) ' THRU WEST PARAPET 4' 2'6'' A e(e), e(e) or e2(e) 4 2'' Concrete Removal (Min.) e(e), e(e) or e2(e) 6 2'' Concrete Removal (Min.) FILE NAME Any reinforcement bars that are damaged during concrete removal operations shall be repaired or replaced using an approved bar splicer or anchorage system. Cost incidental to ''Concrete Removal''. = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT SCALE PLOT DATE = = 0/26/208 d(e) d(e) 7' 2'0' ' 7' 2'0' ' 2'0' Parapet Formed drain opening (Typ.) 2'0' Parapet DESIGNED CHECKED DRAWN * Epoxy grouted bars shall be in acordance with Article 584 of the Standard Specifications. Adjust field locations as required to miss existing reinforcement. CHECKED 5' 5' Slab Slab 2'0" Aluminum jts. (full height) Notes: INSIDE ELEVATION OF PARAPET 7 5 8" 8" Const. Jt. (Optional) Const. Jt. 8 " 7 (Mandatory) 8 " 5 Edge of Parapet of 0,000 p.s.i. minimum. (East parapet, Looking East) (West side symetrical by 80 ) 0" 9'' 6' 6' TOP PLAN Floor drains need not be painted. 7 8" 5 8" The Polyurethane Sealant shall be according to Article of the Std. Spec. and the color shall be gray. 2'0" Parapet Jts. Const. Jts. at Piers 8" Aluminum sheet ASTM B 209 alloy 00H4, coated to minimize reaction with wet concrete. Cost included with Concrete Superstructure PARAPET JOINT DETAILS 2' Fill slot 5 5 6'' 6'' PIPE '' '' 2' FIBERGLASS with weld 2'' Ø x 8'' Fiberglass Reinf. Plastic Rebar ALUMINUM TUBE 5 8" Ø Backer Rod 2" Preformed SelfExpanding Cork Joint Filler according to Article of the Std. Spec. Cost included with Concrete Superstructure. Headed bars shall conform to ASTM A970 with threaded attachment; Class HA; and reinforcement bars conforming to ASTM A706. Cost included with Reinforcement Bars, Epoxy Coated. 2'' Ø x 8'' Alum. Bar ASTM B 2 alloy 606T6 6'' 6'' '' '' 8 6'' O.D. Aluminum Tube alloy 606T6 or 6'' Ø Fiberglass Pipe TOP PLAN (Showing Aluminum Tube) Fiberglass pipe shall conform to ASTM D 2996, with shorttime rupture strength hoop tensile stress KANE HIGHWAY DEPARTMENT 2" 2" 2" 2" 6 4" 4" PARAPET DETAILS STRUCTURE NO SHEET NO. OF 5 SHEETS 5 2 8'' Rad. 8' 5 2'2 7' 2'0' 6' MIN. BAR LAPS Name Plate NAME PLATE LOCATION DETAIL 7 7 8'' 9'' 5 BAR d(e) 5'' 4' 2'2 4'' BAR d2(e) 2 2'' Rad. ' 4'0' min. 5' BR (Parapet) #4 bars 2'8'' #8 bars 5''' 7' 6 8'' '6' BAR d(e) 7 7 8'' ' BAR d4(e) KANE 8' 7 '4 2' 7 TOTAL SHEETS 20 SHEET NO.

12 Stage line Stage construction line if applicable Stage I construction Stage II construction Form Threaded coupler (E) Stage I construction Stage II construction Reinforcement bar * Threaded * Threaded splicer coupler (E) bar (E) Reinforcement bar Template bolt Mechanical coupler (E) Threaded splicer * Threaded splicer bar (E) 2" cl. Minimum lap length Stage construction line "A" bar (E) Reinforcement bar Reinforcement bar or end of approach slab Positive stop STANDARD BAR SPLICER ASSEMBLY Threaded coupler (E) STANDARD MECHANICAL SPLICER Threaded splicer bar length = min. lap length + 2" + thread length * Epoxy not required on Bar Splicer Assembly components used in conjunction with black bars. Form "B" Threaded splicer bar (E) Location Bar size No. assemblies required Bar No. assemblies Minimum Location size required lap length Slab #5 47 '0'' INSTALLATION AND SETTING METHODS "A" : Set bar splicer assembly by means of a template bolt. "B" : Set bar splicer assembly by nailing to wood forms or cementing to steel forms. (E) : Indicates epoxy coating. 6'0" Abutment hatch block Threaded couplers (E) Approach slab Threaded splicer bar (E) BAR SPLICER ASSEMBLY FOR #5 BAR ON STUB ABUTMENTS No. required = Threaded splicer bar (E) NOTES Splicer bars shall be deformed with threaded ends and have a minimum 60 ksi yield strength. All reinforcement shall be lapped and tied to the splicer bars. Bar splicer assemblies shall be epoxy coated according to the requirements for reinforcement bars. See Section 508 of the Standard Specifications. See approved list of bar splicer assemblies and mechanical splicers for alternatives. BSD FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT BAR SPLICER ASSEMBLY AND MECHANICAL SPLICER DETAILS STRUCTURE NO SHEET NO. 7 OF 5 SHEETS BR KANE 20 2

13 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT EXISTING PLANS STRUCTURE NO SHEET NO. 8 OF 5 SHEETS BR KANE 20

14 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT EXISTING PLANS STRUCTURE NO SHEET NO. 9 OF 5 SHEETS BR KANE 20 4

15 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT EXISTING PLANS STRUCTURE NO SHEET NO. 0 OF 5 SHEETS BR KANE 20 5

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19 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT EXISTING PLANS STRUCTURE NO SHEET NO. 4 OF 5 SHEETS BR KANE 20 9

20 FILE NAME = shtRepair plan.dgn 085 STEVENSON DRIVE, SUITE 20 SPRINGFIELD, 6270 PROFESSIONAL DESIGN FIRM LS / PE / SE CORP PLOT DATE = 0/26/208 DESIGNED CHECKED DRAWN CHECKED KANE HIGHWAY DEPARTMENT EXISTING PLANS STRUCTURE NO SHEET NO. 5 OF 5 SHEETS BR KANE 20 20