4. Current Standard Plans including Transmittal Letters are available on the web at:

Transcription

1 MINNESOT DEPRTMENT OF TRNSPORTTION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRNSMITTL LETTER NO. (6-06) MNUL: Standard Plans DTED: September 9, 06 SUBJECT: Cast-in-place Retaining Walls The following Standard Plans were revised: Retaining Wall General Notes and Summary of Quantities Retaining Wall Reinforcement Details (Short Walls) Retaining Wall Reinforcement Details (Medium Walls) Retaining Wall Reinforcement Details (Tall Walls) Retaining Wall Miscellaneous Details (Sheets -, 5,6) Retaining Wall Panel Tabulations (Level Fill) (Sheets - of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) (Sheets - of ) Retaining Wall Panel Tabulations (Live Load Surcharge) (Sheets - of ) Retaining Wall (Level Fill) Spread Footing Geometry and Data (Sheets - of ) Retaining Wall (V):(H) Sloped Fill Spread Footing Geometry and Data (Sheets - of ) Retaining Wall (Live Load Surcharge) Spread Footing Geometry and Data (Sheets - of ) Retaining Wall Concrete Parapet (Type P-) Retaining Wall Concrete Parapet (Type P-) Retaining Wall Concrete Barrier (Type F, TL-) See attached Summary of Changes document for details. The following Standard Plan was added: Retaining Wall Concrete Barrier (Type S, TL-) INSTRUCTIONS:. Record the transmittal letter number, date and subject on the transmittal record sheet located in the front of the manual. The previous Transmittal Letter No. issued for this manual was 6-05, dated ugust 5, 06.. Remove from the manual: Standard Plan Index (Sheets - of ) (ugust 5, 06) Standard Plans 60 through 6, and 66 through 65. Insert in the manual: Standard Plan Index (Sheets - of ) (September, 06) Standard Plans 60 through 6 (Revised / pproved 9--06) Standard Plans 66 through 66 (Revised / pproved 9--06). Current Standard Plans including Transmittal Letters are available on the web at: 5. ny questions regarding this transmittal should be directed to Ron Reemer, Design Standards Unit at (65) Michael Elle, P.E. Design Standards Engineer

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3 Summary of Changes Standard Plan Retaining Wall General Notes and Summary of Quantities Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. Specification callouts have been updated to match the 06 spec. book.. dded Type S, single slope barrier. Sheet of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. SPEC.9.D changed to SPEC.9..D... SPEC.05.F changed to SPEC.05..F.. 5. For Live Load Surcharge load case, added Type S barrier. 6. dded a dashed shear lug to the (V) : (H) Sloped Fill or Flatter cross section. 7. dded General Note/Construction: For walls with conduit inside the stem, place conduit expansion fittings at 00 max. spacing, at cork and dowel joint location. Summary of Changes Standard Plan Retaining Wall Reinforcement Details (Short Walls) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S, single slope barrier. Sheet of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. Corrected "Wall Section" to show : batter on wall back face.. t Wall Section, added Type S barrier. 5. Changed the last sentence in circled note from "If a barrier is not used, tops of retaining wall could be used." to "If a barrier or parapet is not used, tops of retaining wall could be used." 6. dded the following sentence to circled note 0: "Refer to Standard Figure ( of 6) for modified top of wall thickness when using Type S barrier."

4 Summary of Changes Standard Plan Retaining Wall Reinforcement Details (Medium Walls) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S, single slope barrier. Sheet of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. t Wall Section, added Type S barrier.. Changed the last sentence in circled note from "If a barrier is not used, tops of retaining wall could be used." to "If a barrier or parapet is not used, tops of retaining wall could be used." 5. dded the following sentence to circled note 0: "Refer to Standard Figure ( of 6) for modified top of wall thickness when using Type S barrier." Summary of Changes Standard Plan Retaining Wall Reinforcement Details (Tall Walls) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S, single slope barrier. Sheet of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. t Wall Section, added Type S barrier.. Changed the last sentence in circled note from "If a barrier is not used, tops of retaining wall could be used." to "If a barrier or parapet is not used, tops of retaining wall could be used." 5. dded the following sentence to circled note 0: "Refer to Standard Figure ( of 6) for modified top of wall thickness when using Type S barrier."

5 Summary of Changes Standard Plan Retaining Wall Miscellaneous Details Transmittal Letter No. (6-06) General. Specification callouts have been updated to match the 06 spec. book.. Concrete mix designations have been updated to match the 06 spec. book. Sheet of 6. Changed concrete mix Y to G5.. Removed reference to Finished Gutterline Elevation.. Increase the drawing scale of cross sections in upper left corner. For the P- parapet details in the upper left corner, changed the shape of the Q bar and added a stirrup.. Moved "Coping Detail" from left to right side of plan sheet. 5. Removed 6" curb height dimension from Concrete Parapet P- and P- Parapet Details. 6. dded Type S Barrier Detail and "Detail B". 7. Moved circled note 5 and added circled note 6 to "Detail C".. Changed last sentence of circled note from "Texture relief to adhere to FHW crash barrier guidance whenever the wall face is inside or near the clear zone." To "Texture relief to adhere to NCHRP Report 55 crash barrier guidance whenever the wall face is inside or near the clear zone." 9. dded circled note 6. Sheet of 6. Removed stations and panel numbers from stepped footing details.. dded Bar Bend Details label beneath bar bend drawings.. Minor changes to other notes and detail headings. Sheet of 6. SPEC.0.E changed to SPEC. 0..E.. Sheet of 6 No Changes Sheet 5 of 6. t Sections -, B-B, C-C, and D-D, changed note from "" dia. perforated pipe wrapped with approved geotextile per spec. 5 (Typ.). Run entire length of wall." to " dia. perforated pipe per spec. 5 wrapped with approved geotextile per spec. 7 (Typ.). Run entire length of wall." Sheet 6 of 6. SPEC.05.6 changed to SPEC SPEC.05. changed to SPEC SPEC.05.F changed to SPEC.05..F... SPEC.9.B changed to SPEC.9..B.. 5. SPEC.9.D changed to SPEC.9..D..

6 Summary of Changes Standard Plan Retaining Wall Panel Tabulations (Level Fill) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book. Sheets through of. Changed concrete mix to G5.. Changed concrete mix Y to G5. Summary of Changes Standard Plan Retaining Wall Panel Tabulations (V:H Sloped Fill) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book. Sheets through of. Changed concrete mix to G5.. Changed concrete mix Y to G5. Summary of Changes Standard Plan Retaining Wall Panel Tabulations (Live Load Surcharge) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded reinforcement for Type S barrier. Sheets through of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. Modified bar Q length for P- parapet.. dded bar Q for Type S barrier to reinforcement details and tables. 5. dded bar K for Type S barrier to reinforcement details and tables.

7 Summary of Changes Standard Plan Retaining Wall (Level Fill) Pile/Spread Foundation and Geometry Data Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S barrier. Sheets & of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. Changed "Wall Detailing Scheme" from "Medium" to "Short" for ' stem height.. Changed note above table from "Short Wall (5'-0') Medium Wall ('-9')" to "Short Wall (5'-') Medium Wall ('-9')" Summary of Changes Standard Plan Retaining Wall (V):(H) Sloped Fill Pile/Spread Foundation and Geometry Data Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S barrier. Sheets & of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. Changed "Wall Detailing Scheme" from "Medium" to "Short" for 0' stem height.. Changed note above table from "Short Wall (5'-9') Medium Wall (0'-')" to "Short Wall (5'-0') Medium Wall ('-')"

8 Summary of Changes Standard Plan Retaining Wall (Live Load Surcharge) Pile/Spread Foundation and Geometry Data Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. dded Type S barrier. Sheets - of. Changed concrete mix to G5.. Changed concrete mix Y to G5.. Changed "Wall Detailing Scheme" from "Medium" to "Short" for 9' stem height.. Changed note above table from "Short Wall (5'-') Medium Wall (9'-6')" to "Short Wall (5'-9') Medium Wall (0'-6')" Summary of Changes Standard Plan Retaining Wall Concrete Parapet (Type P-) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. Updated notes to use active voice.. Underlined the title of each detail. Sheets of. Changed concrete mix Y6 to S5.. Modified shape of bar Q to match P parapet.. dded bars S, T, U and V.. Increased bar R lap lengths. 5. Removed section D-D and relabel section F-F to section D-D. 6. Updated bill of reinforcement for all rebar changes. 7. Removed the word barrier from Bill of Reinforcement.. dded new note, For barriers or parapets with conduit, place conduit expansion fittings at 00 max. spacing, at saw cut joint location. 9. dded Finished Grade to sections - and B-B. 0. dded Designer Note: If retaining wall ties to bridge wing wall, coordinate X, Y, and elevation at tie in point with bridge designer.

9 Summary of Changes Standard Plan Retaining Wall Concrete Parapet (Type P-) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. Updated notes to use active voice.. Underlined the title of each detail. Sheet of. Changed concrete mix Y6 to S5.. Increased bar R lap length.. Removed section D-D and relabel section F-F to section D-D.. dded new note, For barriers or parapets with conduit, place conduit expansion fittings at 00 max. spacing, at saw cut joint location. 5. Removed the word barrier from Bill of Reinforcement. 6. dded Finished Grade to sections - and B-B. 7. Eliminated circled note "Use '-0" parapet height when retaining wall is adjacent to a bridge with low slump wearing course, 6" dimension becomes ".. Renumbered circled note 5 to. Summary of Changes Standard Plan Retaining Wall Concrete Parapet (Type F, TL-) Transmittal Letter No. (6-06) General. Concrete mix designations have been updated to match the 06 spec. book.. Updated notes to use active voice.. Underlined the title of each detail. Sheet of. Changed concrete mix Y6 to S5.. Increased bar R lap length.. Removed section D-D and relabel section F-F to section D-D.. dded new note, For barriers or parapets with conduit, place conduit expansion fittings at 00 max. spacing, at saw cut joint location. 5. dded Finished Grade to sections - and B-B. 6. Eliminated circled note "Use '-0" parapet height when retaining wall is adjacent to a bridge with low slump wearing course, 6" dimension becomes ". 7. Renumbered circled note 6 to.

10 Summary of Changes Standard Plan Retaining Wall Concrete Barrier (Type S, TL-) Transmittal Letter No. (6-06) General. Brand new standard plan for 6 tall Type S barrier on retaining wall.

11 B UPPROVLU September 9, 06 MnDOT STNDRD PLNS MNUL Index () BTBLE OF CONTENTS UINDEX NO.U USUBJECT U GENERL UREVISION UDTE U UDTE U GRDING PLNS Escape Lanes at Major Ramp Exits 05// Standard cceleration and Deceleration Lanes (Rural) 05/7/ Bituminous Pavement Standard cceleration and Deceleration Lanes (Urban) 05/7/ Bituminous Pavement Right and Left-Turn Lanes 05/7/ ( of ) Staking Information Sheet 0/06/ ( of ) Staking Information Sheet 0/06/ SURFCING PLNS cceleration and Deceleration Lane (Rural) Rigid Design 0/6/6 Mainline Jointed Pavement 5 Ft. Panel Length cceleration and Deceleration Lane (Urban) Rigid Design 0/6/6 Mainline Jointed Pavement 5 Ft. Panel Length ( of ) Concrete Mainline Pavement 5 Ft. Panel Length Rural 0/6/ ( of ) Concrete Mainline Pavement 5 Ft. Panel Length Urban or 0/6/6 Concrete Shoulder Concrete Ramp/Loop Pavement 5 Ft. Panel Length 0/6/ ( of ) Pavement Joints Contraction (Design C) and Expansion 0/06/ (Design E) ( of ) Pavement Joints Longitudinal (Design L) 0/06/ ( of ) Bridge pproach Panel Layout 0/6/6 0//6 (Type F Concrete Barrier on Wingwall) ( of ) Bridge pproach Panel Layout 0//6 (Type S Concrete Barrier on Wingwall) ( of ) Bridge pproach Panel Reinforcement Details /0/ 0//6 (Type F Concrete Barrier on Wingwall) ( of ) Bridge pproach Panel Reinforcement Details 0//6 (Type S Concrete Barrier on Wingwall) ( of ) Bridge pproach Panel Layout 0/6/6 0//6 (Type F Concrete Barrier on pproach Panel) ( of ) Bridge pproach Panel Layout 0//6 (Type S Concrete Barrier on pproach Panel) ( of ) Bridge pproach Panel Reinforcement Details /0/ 0//6 (Type F Concrete Barrier on pproach Panel) ( of ) Bridge pproach Panel Reinforcement Details 0//6 (Type S Concrete Barrier on pproach Panel) ( of ) Bridge pproach Panel Miscellaneous Details /0/ 0//6 (Type F Concrete Barrier) ( of ) Bridge pproach Panel Miscellaneous Details 0//6 (Type S Concrete Barrier) ( of ) Bridge pproach Panel Joint Layout 0// 0//6 (Type F Concrete Barrier) ( of ) Bridge pproach Panel Joint Layout 0//6 (Type S Concrete Barrier) Bridge pproach Panel Joint Details /0/ 0// ( of ) Bridge pproach Panel Drainage Details 0// 0//6 (Type F Concrete Barrier) ( of ) Bridge pproach Panel Drainage Details 0//6 (Type S Concrete Barrier)

12 B UPPROVLU September 9, 06 MnDOT STNDRD PLNS MNUL Index () U U UINDEX NO.U USUBJECT UREVISION UDTE UDTE ( of ) Bridge butment pproach Treatment for butment on Footing 07/5/ ( of ) Bridge butment pproach Treatment for butment on Footing 07/5/ ( of ) Bridge butment pproach Treatment for Integral butments 07/5/ ( of ) Bridge butment pproach Treatment for Integral butments 07/5/ Pavement End nchors Under Concrete Pavement 0/06/ (Grades % or Greater) ( of 5) Pedestrian Curb Ramp Details 0/06/ ( of 5) Pedestrian Curb Ramp Details 0/06/ ( of 5) Pedestrian Curb Ramp Details 0/06/ ( of 5) Pedestrian Curb Ramp Details 0/06/ (5 of 5) Pedestrian Curb Ramp Details 0/09/ BOTHER PLNS ( of ) Standard Planting Details // ( of ) Standard Planting Details // ( of ) Standard Planting Details // ( of ) Protection and Restoration of Vegetation // ( of ) Mat Foundation for T-00 Light Tower // ( of ) Mat Foundation for T-0 Light Tower // ( of ) Mat Foundation for T-0 Light Tower // DRINGE ND EROSION CONTROL DETILS Permanent Erosion Control long Roadways, Ditches, 0/06/ and Flumes ( of 7) Temporary Sediment Control-Silt Curtain or Silt Fence Type TB 0/06/ ( of 7) Temporary Sediment Control-Filter Berms, Sediment Control 0/06/ Logs, and Bale Barriers ( of 7) Temporary Sediment Control-Ditch Check 0/06/ ( of 7) Temporary Sediment Control-Storm Drain Inlet Protection 0/06/ (5 of 7) Temporary Sediment Control-Construction Exits 0/06/ (6 of 7) Temporary Sediment Control-Silt Fence 0/06/ (7 of 7) Temporary Sediment Control-Super Duty Silt Fence 0/06/ Permanent Erosion Control long Roadways and at Gore 0/06/ reas & Bridge pproach Fills Permanent Erosion Control Bioengineering Soil Stabilization 0/06/ Subsurface Drains 0/06/ Subsurface Drains 0/06/ Subsurface Drains 0/06/ Subsurface Drains, Outlet Pipes for Edge and Subcut Drains 0/06/ BDJCENT FCILITIES Blank SFETY FETURES ND SPECIL STRUCTURES ( of ) Guardrail Installations at Medians and End Treatments 05/7/ ( of ) Guardrail Installations at Medians and End Treatments 05/7/ ( of ) Guardrail Installations at Medians & End Treatments 05/7/ (For New Construction and Retrofits Without Site Restrictions) W-Beam Transition to Concrete F-Shape Safety Rail With 05/7/ pproach Curb (Steel Post) W-Beam Transition to Concrete F-Shape Safety Rail With 05/7/ pproach Curb (Wood Post) W-Beam Transition to Concrete J-Shape Safety Rail With 05/7/ pproach Curb (Wood Post)

13 UPPROVLU September 9, 06 MnDOT STNDRD PLNS MNUL Index () U U U UINDEX NO.U USUBJECT UREVISION UDTE UDTE ( of ) W-Beam Transition to Concrete End Post With or Without 05/7/ pproach Curb (Wood Post) ( of ) W-Beam Transition to Concrete End Post With or Without 05/7/ pproach Curb (Wood Post) ( of ) Thrie Beam Bullnose Guardrail for Medians (' -/" Width) 05/7/ ( of ) Thrie Beam Bullnose Guardrail for Medians (' -/" Width) 05/7/ ( of ) Thrie Beam Bullnose Guardrail for Medians 05/7/ (Wider Than ' -/") W-Beam to Thrie Beam Transition 05/7/ W-Beam Transition to Concrete J-Shape Safety Rail 05/7/ With pproach Curb (Steel Post) ( of ) W-Beam Transition to Concrete End Post With or Without 05/7/ pproach Curb (Steel Post) ( of ) W-Beam Transition to Concrete End Post With or Without 05/7/ pproach Curb (Steel Post) Retaining Wall General Notes and Summary of Quantities 0/7/ 09/0/ Retaining Wall Reinforcement Details (Short Walls) 0/7/ 09/0/ Retaining Wall Reinforcement Details (Medium Walls) 0/7/ 09/0/ Retaining Wall Reinforcement Details (Tall Walls) 0/7/ 09/0/ ( of 6) Retaining Wall Miscellaneous Details 0/6/6 09/0/ ( of 6) Retaining Wall Miscellaneous Details 0/7/ 09/0/ ( of 6) Retaining Wall Miscellaneous Details 0/7/ 09/0/ ( of 6) Retaining Wall Miscellaneous Details (Geotechnical Details) 0/6/ (5 of 6) Retaining Wall Miscellaneous Details (Geotechnical Details) 0/7/ 09/0/ (6 of 6) Retaining Wall Miscellaneous Details (Geotechnical Details) 0/7/ 09/0/ Retaining Wall Shear Lug Details 0/7/ ( of ) Retaining Wall Panel Tabulations (Level Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (Level Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (Level Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (Level Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0/7/ 09/0/ ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 09/0/ ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 09/0/ ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 09/0/ ( of ) Retaining Wall (Level Fill) Spread Footing Geometry and Data 0/7/ 09/0/ ( of ) Retaining Wall (Level Fill) Pile Foundation Geometry and Data 0/7/ 09/0/ ( of ) Retaining Wall (V:H Sloped Fill) Spread Footing Geometry 0/7/ 09/0/6 and Data ( of ) Retaining Wall (V:H Sloped Fill) Pile Foundation Geometry 0/7/ 09/0/6 and Data ( of ) Retaining Wall (Live Load Surcharge) Spread Footing 0/7/ 09/0/6 Geometry and Data ( of ) Retaining Wall (Live Load Surcharge) Pile Foundation 0/7/ 09/0/6 Geometry and Data Retaining Wall Concrete Parapet (Type P-) 09/0/ Retaining Wall Concrete Parapet (Type P-) 09/0/ Retaining Wall Concrete Barrier (Type F, TL-) 09/0/ Retaining Wall Concrete Barrier (Type S, TL-) 09/0/ Concrete Retaining Wall Rustication 0/7/ Cast In Place Concrete Retaining Wall Basis of Design 0/7/ Modular Block Retaining Wall General Notes /0/ Modular Block Retaining Wall Soil Reinforcement for Level Fill, 0/06/ Case Modular Block Retaining Wall Soil Reinforcement for : Fill 0/06/ Slope, Case

14 UPPROVLU September 9, 06 MnDOT STNDRD PLNS MNUL Index () U U U UINDEX NO.U USUBJECT UREVISION UDTE UDTE Modular Block Retaining Wall Soil Reinforcement for : Fill 0/06/ Slope, Case Modular Block Retaining Wall Details 0/06/ Reinforced Soil Slope General Notes /0/ Reinforced Soil Slope (5 Maximum Slope) 0/06/ Reinforced Soil Slope (70 Maximum Slope) 0/06/ Reinforced Soil Slope Details 0/06/ ( of ) Wood Planking Noise Wall With Concrete Posts 0/6/ ( of ) Wood Planking Noise Wall With Concrete Posts 0/6/6 0/0/ ( of ) Wood Planking Noise Wall With Concrete Posts 0/6/ ( of ) Glue Laminated Rubrail (Concrete Posts) General Layout 05/7/ ( of ) Glue Laminated Rubrail (Concrete Posts) Rubrail Sections and 05/7/ Spacer Block ( of ) Glue Laminated Rubrail (Concrete Posts) nchor Cable, 05/7/ nchor Plate, and Splice Plate ( of ) Portable Precast Concrete Barrier nchoring 05/7/ ( of ) Portable Precast Concrete Barrier nchoring 05/7/ ( of 6) Concrete Median Barrier Single Slope - Type 6,, and 5 0/0/ ( of 6) Concrete Median Barrier Single Slope -Type 6 Step, Type Step, and Type 5 Step ( of 6) Concrete Median Barrier Single Slope - Type 6 -, 0/0/6 Type -, and Type ( of 6) Concrete Median Barrier Single Slope End nchor and 0/0/6 Expansion/Open Joint nchor (5 of 6) Concrete Median Barrier Single Slope Light Pole Foundation/ 0/0/6 Base Transition (6 of 6) Concrete Median Barrier Single Slope Type F Transitions/ 0/0/6 Single Slope Vertical Transitions ( of ) W-Beam Transition to Pier Columns Without pproach 05/7/ Curb (Steel Post) ( of ) W-Beam Transition to Pier Columns Without pproach 05/7/ Curb (Steel Post) ( of ) Box Beam Transition to Concrete F-Shape Barrier 05/7/ ( of ) Box Beam Transition to Concrete F-Shape Barrier (Details) 05/7/ ( of ) Box Beam Transition to Concrete F-Shape Barrier (Curb 05/7/ Transition and Splice Details) High Tension Cable Barrier Median Placement and Overlap 0/7/ ( of ) Traffic Barrier Type ssembly Details 07/9/ ( of ) Traffic Barrier Type ssembly Details Line Post, Spacer 07/9/6 Block, and W-Beam Rail Details ( of ) Traffic Barrier Type End nchorage ssembly Details 07/9/ ( of ) Traffic Barrier Type End nchorage Component Details 07/9/ ( of 5) pproach Guardrail Transition (GT) Type 07/9/6 ssembly Details ( of 5) pproach Guardrail Transition (GT) Type 07/9/6 Component Details ( of 5) pproach Guardrail Transition (GT) Type 07/9/6 Thrie Beam Rail Details ( of 5) pproach Guardrail Transition (GT) Type 07/9/6 Curb Details at Single Slope Barrier (5 of 5) pproach Guardrail Transition (GT) Type 07/9/6 Connection to Single Slope Barrier Steel Plate Beam Guardrail Details 07/9/6 symmetrical W-Beam/Thrie Beam Transition Traffic Barrier Type 07/9/6 Low Fill/Long Span Omitted Post Details

15 '-6" DESIGN CRITERI BR SIZE '-" EPOXY '-6" '-6" WORKING LINE LONG FRONT FCE OF STEM 6 LEVEL FILL-NO SURCHRGE (V) : 6(H) OR FLTTER CONCRETE PRPET ' LIVE LOD SURCHRGE (V) : 6(H) OR FLTTER 6 LEVEL FILL (V) : 6(H) OR FLTTER BR LP PLIN '-5" '-7" '-9" 6'-0" '-" '-" '-0" 5'-" 6'-5" 0 7'-7" 9'-" '-" 0'-0" GENERL NOTES: EXCVTION ND ERTHWORK: LL EXCVTION ND EMBNKMENT WORK SHLL CONFORM TO SPEC. 5. CONCRETE: LL CONCRETE SHLL CONFORM TO SPEC. 6. TRNSVERSE CONSTRUCTION JOINTS IN FOOTING RE PERMISSIBLE. KEYWYS ND CONTINUOUS REINFORCEMENT RE REQUIRED THROUGH THESE JOINTS. FOR VRIBLE STEM HEIGHTS, VRY THE LP LENGTH OF THE VERTICL REINFORCEMENT. MINIMUM LP LENGTHS RE GIVEN IN THE TBLE ON THIS SHEET. SMLLER BR GOVERNS LP LENGTH. LL BENT BR DIMENSIONS RE GIVEN OUT-TO-OUT. PILE LODS: h OR FLTTER (V): (H) WORKING LINE LONG FRONT FCE OF STEM h h S OR F BRRIER WORKING LINE LONG FRONT FCE OF STEM OR FLTTER (V): (H) THESE LRFD CIP RETINING WLL STNDRDS HVE BEEN DEVELOPED BSED ON THE FIFTH EDITION WITH 00 INTERIMS OF THE SHTO LRFD BRIDGE DESIGN SPECIFICTIONS, ND MnDOT DESIGN POLICIES S STTED IN THE MnDOT LRFD BRIDGE DESIGN MNUL. f'c = ksi fy = 60 ksi n = REFER TO STNDRD FIGURE FOR DDITIONL DESIGN CRITERI. LIVE LOD SURCHRGE (V): (H) FILL SLOPE h = STEM HEIGHT. DEFINED S DISTNCE BETWEEN TOP OF FOOTING TO TOP OF WLL, NOT INCLUDING PRPET OR BRRIER. OR FLTTER (V): (H) (V) : (H) SLOPED FILL OR FLTTER LOD CSES UTILITIES: EXISTING ND PROPOSED UTILITIES RE SHOWN IN THE GRDING PLNS. PRIOR TO EXCVTIION VERIFY THE LOCTION OF EXISTING FCILITIES ND EXERCISE CRE IN DJCENT CONSTRUCTION. THE THICKNESS OF THE RCHITECTURL CONCRETE TEXTURE VRIES WITH THE TEXTURE RELIEF PTTERN. THE STRUCTURL CONCRETE Y QUNTITIES DO NOT INCLUDE THE MTERIL WITHIN THE RCHITECTURL CONCRETE TEXTURE. CONCRETE NEEDED FOR THE TEXTURING IS INCIDENTL. MINTIN CLER DISTNCE BETWEEN REINFORCEMENT BRS ND FCE OF CONCRETE OF INCHES IN FOOTINGS, 5 INCHES IN BOTTOM OF SPRED FOOTINGS, ND INCHES ELSEWHERE UNLESS OTHERWISE NOTED. REFER TO STNDRD PLN ( OF 6) DETIL "C" FOR COVER REQUIREMENTS ON WLLS WITH RCHITECTURL CONCRETE TEXTURE OR RUSTICTION. THE CONTRCTOR HS THE OPTION OF SUBSTITUTING 60'-0" LONG BRS FOR THE LONGITUDINL FOOTING STEEL SHOWN. CHNGES IN THE BILL OF REINFORCEMENT RE THE RESPONSIBILITY OF THE CONTRCTOR. PYMENT WILL BE BSED ON QUNTITIES SHOWN. THE CONSTRUCTION JOINT FOR CONCRETE PRPET OR BRRIER MY BE LOCTED T TOP OR BOTTOM OF COPING, T THE CONTRCTOR'S OPTION. PYMENT WILL BE BSED ON QUNTITIES SHOWN, WHICH IS BSED ON CONSTRUCTION JOINT BOVE COPING. POURING SEQUENCE: THE POURING SEQUENCE SHLL BE T THE CONTRCTOR'S OPTION. SUBMIT SEQUENCE (WITHIN 7 CLENDR DYS) TO THE ENGINEER FOR PPROVL PRIOR TO BEGINNING THE FIRST POUR. CONSTRUCTION: CONSTRUCT IN CCORDNCE WITH SPEC., EXCEPT S NOTED. REFER TO STNDRD PLN ( OF 6) FOR WLL CORNER DETILS ND STEPPED FOOTING DETILS. REFER TO STNDRD PLN FOR WLL SHER LUG DETILS. DOWEL BR SSEMBLIES: DOWELED JOINTS/CONSTRUCTION JOINTS RE SHOWN ON STNDRD PLN ( OF 6). THESE JOINTS RE INCIDENTL. T THE CONTRCTOR'S OPTION, CONSTRUCTION JOINTS MY BE SUBSTITUTED IN LIEU OF CORK ND DOWEL JOINTS. REINFORCEMENT QUNTITIES WERE COMPUTED SSUMING CORK ND DOWEL JOINT BETWEEN EVERY PNEL. CHNGES IN THE BILL OF REINFORCEMENT RE THE RESPONSIBILITY OF THE CONTRCTOR, ND NO DDITIONL PYMENT WILL BE MDE. T MINIMUM, PLCE CORK ND DOWEL JOINTS EVERY 9'-6". PLCE CORK ND DOWEL JOINT T LL VERTICL FOOTING STEPS. PPLY MEMBRNE WTERPROOFING SYSTEM PER SPEC. TO BCK SIDE OF WLL TO COVER LL THRU-BOLT FORM HOLES. FOR WLLS WITH CONDUIT INSIDE THE STEM, PLCE CONDUIT EXPNSION FITTINGS T 00' MX. SPCING, T CORK ND DOWEL JOINT LOCTION. REINFORCING STEEL: USE REINFORCEMENT BRS CONFORMING TO SPEC. 0, GRDE 60. BRS MRKED WITH THE SUFFIX "E" TO BE EPOXY COTED. LL BRS WHICH EXTEND OUT OF THE FOOTING ND LL BRS WHICH RE BOVE THE FOOTING TO BE EPOXY COTED. GEOMETRICS ND GRDES: DT FOR BSELINE GEOMETRY IS TBULTED FOR WLL LIGNMENT, SEE LYOUT SHEETS. WLL LIGNMENT REFERENCE IS LONG FRONT FCE OF WLL. ON UP TO 0% SLOPES, THE CONTRCTOR HS THE OPTION OF POURING FOOTINGS SLOPED OR STEPPED. DDITIONL CONCRETE VOLUMES ND CHNGES TO THE BILL OF REINFORCEMENT WHICH MY RESULT FROM CONTRCTOR REQUESTED OPTIONS RE THE RESPONSIBILITY OF THE CONTRCTOR. NO DDITIONL PYMENT WILL BE MDE. QUNTITIES RE BSED ON SSUMED TOP OF ROCK ELEVTION. CTUL TOP OF ROCK TO BE DETERMINED BY ENGINEER. SEE SHEET ( OF 6) FOR PY LIMITS. REVISION: SEPTEMBER, 06 THE PILE LODS SHOWN IN THE PLNS ND THE CORRESPONDING NOMINL PILE BERING RESISTNCES (Rn) WERE COMPUTED USING LRFD METHODOLOGY. PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER STRUCTURL CONCRETE FOOTING STEM STRUCTURE EXCVTION CLSS CLSS CU YD CU YD POUND POUND CU YD CU YD CU YD CU YD SQ FT RDIUS ' 0'-6" 76' 7' 9' '-0" 5'-" '-" 7' 50' ' '-0" SHEET INDEX NO. TITLE GENERL NOTES & SUMMRY OF QUNTITIES GENERL LYOUT GENERL PLN & ELEVTION WLL REINFORCEMENT PNEL TBULTIONS MISCELLNEOUS DETILS " MX. " MX. CHORD LENGTH PNEL REINFORCEMENT BRS PLIN EPOXY ` " 6-0' ` " ` " ` " -57' 65-0' -0' 7'-7 " '-Š" ` " ` " 5-00' 5-00' ` " 5-00' TRUE RDIUS R " MX. G5 7 G ' -5' -0' BCKFILL (CV) GGREGTE BCKFILL (CV) 6 RCHI- SUMMRY OF QUNTITIES FOR RETINING WLLS NOTES: STRUCTURL BCKFILL SPEC. 9..D.. COMPCT TO 00% DENSITY IN CCORDNCE WITH SPEC. 05..F. UNLESS RECOMMENDED OTHERWISE BY THE SOILS ENGINEER. LIMITING CRITERI. MXIMUM DEGREE OF CURVE CURVED RETINING WLLS LLOWBLE CHORD LENGTH LLOWBLE CHORD LENGTH DEVITION FROM TRUE RDIUS MXIMUM DEFLECTION NGLE CURVED FORMS MY BE USED FOR NY WLL WITH RDIUS, BUT MUST BE USED ON WLLS WITH RDIUS LESS THN FEET. -00' 5 DOES NOT INCLUDE DOWELED JOINT/CONSTRUCTION JOINT QUNTITIES, WHICH RE INCIDENTL. DOWELED JOINT/CONSTRUCTION JOINT DETILS RE SHOWN ON STNDRD PLN ( OF 6). -00' -00' 6 QUNTITIES FOR THE FOUNDTION WITH GGREGTE BCKFILL OPTION ONLY. 7 DOES NOT INCLUDE DDITIONL REINFORCING BRS ND STRUCTURL CONCRETE (G5) REQUIRED FOR STEPPED FOOTINGS, WHICH IS INCIDENTL ' FOR RETINING WLLS THT BUT BRIDGE OR BRIDGE WING WLL, NOTE THT THE DESIGNTION OF "FRONT FCE" MY VRY FROM THE BRIDGE PLNS TO THE RETINING WLL PLNS. UGUST 7, 0 STNDRD PPROVED: STNDRD SHEET NO. TITLE: RETINING WLL GENERL NOTES ND SUMMRY OF QUNTITIES REVISION DTE 9--6 STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS SEPTEMBER, STRUCTURL TECTURL CONCRETE TEXTURE

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17 g d j BOTTOM OF FOOTING < STEM JOINT BOVE " " REVISION: SEPTEMBER, 06 PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER 6" BR L EF T BOUT '-0" SPG. 6" BR M (SPCE WITH BR L) (TYP. T CORK ND DOWEL JT.) 0'-6" 6 BR Q (SEE BRRIER OR PRPET SHEET) TOP OF WLL. SEE BRRIER DETIL FOR CONSTRUCTION JOINT OPTIONS. THIRTY-ONE BR K (SPCE WITH BR G) THIRTY-ONE BR G FF (SPCE WITH BR D) THIRTY-ONE BR H BF (SPCE WITH BR E) TOP OF FOOTING HEEL TOP OF FOOTING TOE PROPOSED GROUND LINE THIRTY-ONE BR D FF DOWELS THIRTY ONE BR E BF DOWELS ELEVTION 0'-6" 6 THIRTY-ONE BR C TOP ND THIRTY-ONE BR B BOT. (SPCE WITH BR D) < DOWELS BF OF WLL BOVE FF OF WLL BOVE THIRTY SPCES T '-0" = 0'-0" THIRTY ONE BR E BF DOWELS THIRTY SPCES T '-0" = 0'-0" THIRTY-ONE BR D FF DOWELS FOOTING PLN ~ REINFORCEMENT " " " BR TOP & BOT. " T BT. '-0" SPG. < " CORK ND DOWEL JOINT OR CONSTRUCTION JOINT BR E BF DOWEL DEPRTMENT MINNESOT OF TRNSPORTTION 6" h (STEM) " COPING BR Q 6" '-7" PROJ. TOP OF WLL PROPOSED GROUND LINE " CLR. 6"` VERTICL FF BR K BR C BR B " BR TOP & BOT. " d TYPICL SECTION THROUGH FOOTING SHER BLOCK (SEE DETIL "B") BR D BR E a TOP OF FOOTING HEEL FF OF WLL " ` " 5" CLR. FOOTING c " CLR. x (BR E) LP b FOOTING SHER BLOCK (SEE DETIL "B") BR E BR D " BR TOP & BOT. " T BT. '-0" SPG. d TYPICL SECTION THROUGH PILE FOOTING '-0" PILE CUTOFF FOOTING STRUCTURL CONCRETE (G5) c " CLR. b FOOTING SHER BLOCK (SEE DETIL "B") WLL SECTION BR C BR B BR E BR D (F BRRIER ND " COPING OPTION SHOWN) '-6" 5 '-6" TOP OF FOOTING HEEL DETIL "B" 6 7 0" CLR. " CLR. SPRED FOOTING NOTES: 7 BRRIER TYPE. 9 BR G (SPC. W/ BR D) LIGNMENT REFERENCE IS LONG FF OF STEM REFER TO RETINING WLL PNEL TBULTIONS FOR DIMENSIONS "a" THROUGH "x". STEM REINFORCEMENT IS TO BE SYMMETRICLLY/EQULLY SPCED BETWEEN STEM JOINTS. FOOTING REINFORCEMENT SYMMETRICL BOUT STEM JOINT BOVE UNLESS OTHERWISE NOTED. SEE RETINING WLL TBLES FOR PILE SPCING ND LYOUT. BF DENOTES BCK FCE. FF DENOTES FRONT FCE. EF DENOTES ECH FCE. SEE STNDRD PLN ( OF 6). 5 SEE GENERL PLN FOR PILE SPCING. T THE CONTRCTOR'S OPTION, PNEL LENGTH MY VRY UP TO ` '-0". BR CUTTING LISTS SHLL BE REVISED CCORDINGLY BY THE CONTRCTOR. 5" BOTTOM OF FOOTING CLERNCE FOR LL BRS EXCEPT BR D. BR D BOTTOM OF FOOTING CLERNCE VRIES. REFER TO DETIL "C" ND NOTES ON STNDRD PLN ( OF 6). 9 REBR ND CONCRETE RE INCLUDED IN THE PY ITEM BY LINER FEET FOR THE BRRIER OR PRPET. '-7" PROJ. x (BR E) LP " TO '-0" BR L EF T BOUT '-0" SPG. '-6" 0 TYPE S BRRIER SHOWN, SEE BRRIER OR PRPET DETIL SHEETS FOR CTUL BR H (SPC. W/ BR E) T BT. '-0" SPG. STRIGHT LINE BETWEEN ELEVTIONS SHOWN ON WLL ELEVTION (EXCEPT FOR STEPPED CONDITIONS). IF BRRIER OR PRPET IS NOT USED, TOPS OF RETINING WLL COULD BE USED. TYPE I DRINGE. SEE SECTION - ON STNDRD PLN (5 OF 6). TYPE II DRINGE. SEE SECTION B-B ON STNDRD PLN (5 OF 6). 0 WLL THICKNESS T TOP OF STEM, NOT INCLUDING COPING. REFER TO STNDRD FIGURE ( OF 6) FOR MODIFIED TOP OF WLL THICKNESS WHEN USING TYPE S BRRIER. STTE DESIGN ENGINEER REVISED: PPROVED: -7-0 RETINING WLL REINFORCEMENT DETILS (SHORT WLLS) STNDRD PLN OF STRUCTURL CONCRETE (G5) STRUCTURL CONCRETE (G5)

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19 DEPRTMENT MINNESOT OF TRNSPORTTION < STEM JOINT BOVE FOOTING c " CLR. BR C " BR B f BR TOP & BOT. " d TYPICL SECTION THROUGH 5" CLR. FOOTING " CLR. FOOTING SHER BLOCK (SEE DETIL "B") FOOTING SHER BLOCK (SEE DETIL "B") BR C BR B b b 5 BR F BR E BR D BR F BR E BR D " BR TOP & BOT. " d TYPICL SECTION THROUGH PILE CUTOFF 6" BR L EF T BOUT '-0" SPCING. 6" 0" CLR. TOP OF WLL. SEE BRRIER DETIL FOR CONSTRUCTION JOINT OPTIONS. " " " g j d " BOTTOM OF FOOTING " " FF OF WLL BOVE 6" 6"` < " CORK ND DOWEL JOINT OR CONSTRUCTION JOINT PROPOSED GROUND LINE h (STEM) VERTICL FF FOOTING SHER BLOCK (SEE DETIL "B") BR Q BR K " CLR. BR D " CLR. a BR E BR F 6" TOP OF WLL TOP OF FOOTING HEEL (TYP. T CORK ND DOWEL JT.) TOP OF FOOTING HEEL TOP OF FOOTING TOE PROPOSED GROUND LINE < DOWELS BF OF WLL BOVE BR F BF DOWEL BR E BF DOWEL (TYP. T CORK ND DOWEL JT.) THIRTY-ONE BR K (SPCE WITH BR G) THIRTY-ONE BR G FF (SPCE WITH BR D) THIRTY-ONE BR H BF (SPCE WITH BR E) THIRTY-ONE BR D FF DOWELS THIRTY-ONE BR E BF DOWELS (LTERNTE WITH 0-BR F BF DOWELS) 6 ELEVTION THIRTY-ONE BR C TOP ND THIRTY-ONE BR B BOT. (SPCE WITH BR D) THIRTY-ONE BR E BF DOWELS (LTERNTE WITH THIRTY BR F BF DOWELS) THIRTY-ONE BR D FF DOWELS 6 BR H WLL SECTION (SP. W/ BR E) SPRED FOOTING PILE FOOTING FOOTING PLN ~ REINFORCEMENT DETIL "B" BR TOP & BOT. T BOUT ' 0" SPCING BR N (SPC. W/ BR L) BR M (SPC. W/ BR L) " TO ' 0" z (BR F) BR G (SPC. W/ BR D) LIGNMENT REFERENCE IS LONG FF OF STEM 7 NOTES: FF DENOTES FRONT FCE. 9 BF DENOTES BCK FCE. EF DENOTES ECH FCE. '-6" FOOTING REINFORCEMENT SYMMETRICL BOUT STEM JOINT BOVE UNLESS OTHERWISE NOTED. SEE RETINING WLL TBLES FOR PILE SPCING ND LYOUT. STRIGHT LINE BETWEEN ELEVTIONS SHOWN ON WLL ELEVTION (EXCEPT FOR STEPPED TYPE I DRINGE. SEE SECTION - ON STNDRD PLN (5 OF 6). TYPE II DRINGE. SEE SECTION B-B ON STNDRD PLN (5 OF 6). SEE STNDRD PLN ( OF 6). 5 SEE GENERL PLN FOR PILE SPCING. 6 T THE CONTRCTOR'S OPTION, PNEL LENGTH MY VRY UP TO ` '-0". BR CUTTING LISTS SHLL BE REVISED CCORDINGLY BY THE CONTRCTOR. 7 5" BOTTOM OF FOOTING CLERNCE FOR LL BRS EXCEPT BR D. BR D BOTTOM OF FOOTING CLERNCE VRIES. REFER TO DETIL "C" ND NOTES ON STNDRD PLN ( OF 6). 9 REBR ND CONCRETE RE INCLUDED IN THE PY ITEM BY LINER FEET FOR THE BRRIER OR PRPET. PROJ. LP VR. '-6" THIS FETURE MY NOT BE PRESENT ON LL MEDIUM HEIGHT WLLS. CONTRCTOR MY CONSTRUCT KEYWY WITHOUT FORMS, S PPROVED BY THE ENGINEER. PROJ. z (BR F) 0'-6" 0'-6" SIXTY SPCES T 6" = 0'-0" THIRTY SPCES T '-0" = 0'-0" " "` '-7" BR L EF T BOUT '-0" SPCING. '-6" T BT. '-0" SPCING. T BT. '-0" SPCING. '-0" '-7" x (BR E) LP c x (BR E) LP BR Q (SEE BRRIER OR PRPET SHEET) FF OF WLL " COPING 0 (F BRRIER ND " COPING OPTION SHOWN) TOP OF FOOTING HEEL BRRIER OR PRPET DETIL SHEETS FOR CTUL BRRIER TYPE. REFER TO RETINING WLL PNEL TBULTIONS FOR DIMENSIONS "a" THROUGH "x". STEM REINFORCEMENT IS TO BE SYMMETRICLLY/EQULLY SPCED BETWEEN STEM JOINTS. 0 WLL THICKNESS T TOP OF STEM, NOT INCLUDING COPING. REFER TO STNDRD FIGURE ( OF 6) FOR MODIFIED TOP OF WLL THICKNESS WHEN USING TYPE S BRRIER. STTE DESIGN ENGINEER REVISED: PPROVED: -7-0 RETINING WLL REINFORCEMENT DETILS (MEDIUM WLLS) STNDRD PLN OF STRUCTURL CONCRETE (G5) STRUCTURL CONCRETE (G5) STRUCTURL CONCRETE (G5) LP TYPE S BRRIER SHOWN, SEE CONDITIONS). IF BRRIER OR PRPET IS NOT USED, TOPS OF RETINING WLL COULD BE USED. REVISION: SEPTEMBER, PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER

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21 DEPRTMENT MINNESOT OF TRNSPORTTION " d g j BOTTOM OF FOOTING 6" TOP OF WLL. SEE BRRIER DETIL FOR CONSTRUCTION JOINT OPTIONS. TOP OF FOOTING HEEL TOP OF FOOTING TOE PROPOSED GROUND LINE < " CORK ND DOWEL JOINT OR CONSTRUCTION JOINT THIRTY-ONE BR C TOP ND THIRTY-ONE BR B BOT. (SPCE WITH BR D) < STEM JOINT BOVE BR E BF DOWEL BR F BF DOWEL < DOWELS BF OF WLL BOVE THIRTY-ONE BR E BF DOWELS (LTERNTE WITH THIRTY BR F BF DOWELS) SIXTY SPCES T 6" = 0'-0" FF OF WLL BOVE " THIRTY SPCES T '-0" = 0'-0" " " 6 6" GROUND LINE BR P BR N BR M PROPOSED BR D h (STEM) 6" 6" BR Q " CLR. a BR E BR F 6"` VERTICL FF BR K LIGNMENT REFERENCE IS LONG FF OF STEM FOOTING SHER BLOCK (SEE DETIL "B") TOP OF WLL TOP OF FOOTING HEEL BR D BR D BR C BR B f " BR TOP & BOT. T BOUT '-0" SPCING " b d FOOTING 5" CLR. " CLR. c b 5 BR F BR E " BR TOP & BOT. T BOUT '-0" SPCING " d PILE CUTOFF BR C BR F BR E BR B FOOTING 0" CLR. c " CLR. 6 ELEVTION WLL SECTION FOOTING SHER BLOCK (SEE DETIL "B") TYPICL SECTION THROUGH SPRED FOOTING FOOTING SHER BLOCK (SEE DETIL "B") TYPICL SECTION THROUGH PILE FOOTING FOOTING PLN ~ REINFORCEMENT DETIL "B" 7 THIRTY-ONE BR K (SPCE WITH BR G) THIRTY-ONE BR G FF (SPCE WITH BR D) THIRTY BR J BF (SPCE WITH BR F) THIRTY-ONE BR D FF DOWELS THIRTY-ONE BR E BF DOWELS (LTERNTE WITH THIRTY BR F BF DOWELS) 0'-6" THIRTY-ONE BR D FF DOWELS 9 REBR ND CONCRETE RE INCLUDED IN THE PY ITEM BY LINER FEET FOR THE BRRIER OR PRPET. (SPC. W/ BR L) (TYP. T CORK ND DOWEL JT.) (SPC. W/ BR L) (TYP. T CORK ND DOWEL JT.) (SPC. W/ BR L) (TYP. T CORK ND DOWEL JT.) BR G (SPC. W/ BR D) " CLR. BR H (LTERNTE WITH BR J ND SPC. W/ BR E) 9 NOTES: '-6" FOOTING REINFORCEMENT SYMMETRICL BOUT STEM JOINT BOVE UNLESS OTHERWISE NOTED. SEE RETINING WLL TBLES FOR PILE SPCING ND LYOUT. '-0" REFER TO RETINING WLL PNEL TBULTIONS FOR DIMENSIONS "a" THROUGH "x". STEM REINFORCEMENT IS TO BE SYMMETRICLLY/EQULLY SPCED BETWEEN STEM JOINTS. BF DENOTES BCK FCE. FF DENOTES FRONT FCE. EF DENOTES ECH FCE. ` " FOR h 0' " FOR h 0' FF OF WLL " TOP OF FOOTING HEEL STRIGHT LINE BETWEEN ELEVTIONS SHOWN ON WLL ELEVTION (EXCEPT FOR STEPPED CONDITIONS). IF BRRIER OR PRPET IS NOT USED, TOPS OF RETINING WLL COULD BE USED. TYPE I DRINGE. SEE SECTION - ON STNDRD PLN (5 OF 6). TYPE II DRINGE. SEE SECTION B-B ON STNDRD PLN (5 OF 6). SEE STNDRD PLN ( OF 6). 5 SEE GENERL PLN FOR PILE SPCING. 6 T THE CONTRCTOR'S OPTION, PNEL LENGTH MY VRY UP TO ` '-0". BR CUTTING LISTS SHLL BE REVISED CCORDINGLY BY THE CONTRCTOR. 7 5" BOTTOM OF FOOTING CLERNCE FOR LL BRS EXCEPT BR D. BR D BOTTOM OF FOOTING CLERNCE VRIES. REFER TO DETIL "C" ND NOTES ON STNDRD PLN ( OF 6). THIS FETURE MY NOT BE PRESENT ON LL TLL HEIGHT WLLS. CONTRCTOR MY CONSTRUCT KEYWY WITHOUT FORMS, S PPROVED BY THE ENGINEER. BR TOP & BOT. T BOUT '-0" SPCING " TO '-0" '-0" BR L EF T BOUT '-0" SPCING. BR L EF T BOUT '-0" SPCING '-7" PROJ. z (BR F) LP x (BR E) LP '-7" PROJ. z (BR F) LP 0'-6" BR Q (SEE BRRIER OR PRPET SHEET) " COPING '-6" 0 TYPE S BRRIER SHOWN, SEE BRRIER OR PRPET DETIL SHEETS FOR CTUL BRRIER TYPE. (F BRRIER ND " COPING OPTION SHOWN) 0 WLL THICKNESS T TOP OF STEM, NOT INCLUDING COPING. REFER TO STNDRD FIGURE ( OF 6) FOR MODIFIED TOP OF WLL THICKNESS WHEN USING TYPE S BRRIER. STTE DESIGN ENGINEER REVISED: PPROVED: -7-0 RETINING WLL REINFORCEMENT DETILS (TLL WLLS) STNDRD PLN OF STRUCTURL CONCRETE (G5) STRUCTURL CONCRETE (G5) STRUCTURL CONCRETE (G5) THIRTY-ONE BR H BF (SPCE WITH BR E) REVISION: SEPTEMBER, PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER x(br E) LP

22 THIS PGE INTENTIONLLY LEFT BLNK

23 " " SHER " MX. " UTILITY BLOCKOUT DETIL KEY TOP OF FOOTING DESIGNER NOTE - REMOVE PRIOR TO PLOTTING FINL PLN REBR TO BE DESIGNED BY STRUCTURL ENGINEER BOTTOM OF FOOTING " POLYSTYRENE TYPE S SHOWN UTILITY " CLR. BLOCKOUT FOR UTILITY EXTEND REBRS S SHOWN TO EFFECTIVELY SPRED LOD TO DJCENT BRS DD DDITIONL VERTICL REBRS ON ECH SIDE OF BLOCKOUT TO REPLCE CUT VERTICL REBRS VRIES FF " RCHITECTURL CONCRETE TEXTURE OR RUSTICTION " CLR DISTNCE T POINT OF MX TEXTURE RELIEF NOTES: TOP OF FOOTING BOTTOM OF FOOTING " POLYSTYRENE TYPE S SHOWN UTILITY PIPE THROUGH PILE FOOTING PILE '-0" RCHITECTURL TRETMENT OPTION ON FRONT FCE OF RETINING WLL, INCLUDING COPING OR HORIZONTL REVEL OPTION TO BE DETERMINED BY MnDOT. REFER TO PRPET OR BRRIER SHEETS FOR DDITIONL INFORMTION INCLUDING Q BR PLCEMENT DETILS, ND PYMENT. RCHITECTURL CONCRETE TEXTURE " CLR. FIELD CUT/DJUST VERTICL ND HORIZONTL REINFORCEMENT S NECESSRY TO CLER BLOCKOUT. PLCE REINFORCEMENT S SHOWN. MODIFY S NEEDED FOR INTERRUPTION. OR RUSTICTION TOP OF STEM BR Q POINT OF MX. BF TEXTURE RELIEF 5 BR K FOR RETINING WLLS THT BUT BRIDGE OR BRIDGE WING WLL, NOTE THT THE DESIGNTION OF "FRONT FCE" MY VRY FROM THE BRIDGE PLNS TO DESIGNER NOTE - REMOVE PRIOR TO PLOTTING FINL PLN DETIL "C" THE RETINING WLL PLNS. CREFULLY REVIEW THE DIMENSIONS OF THE COPING T THE TOP OF THE WLL S IT WILL NEED TO BE MODIFIED DEPENDING ON THE MOUNT OF TEXTURE RELIEF OF THE FORM LINER. IF THE RETINING WLL BUTS BRIDGE OR BRIDGE WING WLL, BE SURE TO COORDINTE THESE DETILS WITH THE BRIDGE DESIGNER. SEE NOTES ND 5. FEBRURY 6, 06 STNDRD PPROVED: ( OF 6) STNDRD SHEET NO. TITLE: STTE PROJ. NO. RETINING WLL MISCELLNEOUS DETILS (TH ) SHEET NO. OF SHEETS SEPTEMBER, ( OF 6) " " " PIPE UNDER SPRED FOOTING (THROUGH SHER KEY) TYPE F BRRIER DETIL CONSTRUCTION JOINT LOCTION OPTIONS ("` SMOOTH FINISH T ECH FCE) FRONT FCE OF WLL SEE DETIL "C" 5 '-6" COPING DETIL 5 6 THE THICKNESS OF THE RCHITECTURL CONCRETE TEXTURE VRIES WITH THE TEXTURE RELIEF. THE STRUCTURL CONCRETE QUNTITIES DO NOT INCLUDE THE MTERIL WITHIN THE RCHITECTURL CONCRETE TEXTURE. MTERIL NEEDED FOR THE TEXTURING SHLL BE INCIDENTL. SEE SPECIL PROVISIONS. TEXTURE RELIEF TO DHERE TO NCHRP REPORT 55 CRSH BRRIER GUIDNCE WHENEVER THE WLL FCE IS INSIDE OR NER THE CLER ZONE. 6 DT FOR BSELINE GEOMETRY IS TBULTED FOR WLL LIGNMENT, SEE LYOUT SHEETS. WLL LIGNMENT REFERENCE IS LONG FRONT FCE OF WLL. " " " LOCTION OPTIONS ("` SMOOTH FINISH T ECH FCE) CONSTRUCTION JOINT BR Q BR K CONSTRUCTION JOINT LOCTION OPTIONS ("` SMOOTH FINISH T ECH FCE) BR Q BR K " COPING OPTION SHOWN " COPING OPTION SHOWN LOCTION OPTIONS ("` SMOOTH FINISH T ECH FCE) " CONSTRUCTION JOINT BR Q BR K " COPING OPTION SHOWN h (STEM) " " LOCTION OPTIONS ("` SMOOTH FINISH T ECH FCE) CONSTRUCTION JOINT " COPING OPTION SHOWN BR K BR L ECH FCE '-6" CONCRETE PRPET P-, SEE PRPET SHEETS FOR DDITIONL DETILS. '-6" TYPE F BRRIER, SEE BRRIER SHEETS FOR DDITIONL DETILS. FRONT FCE OF WLL SEE DETIL "C" 5 FRONT FCE OF WLL SEE DETIL "C" 0" PROJECTION CONCRETE PRPET P- DETIL FRONT FCE OF WLL SEE DETIL "C" '-6" 0" PROJECTION CONCRETE PRPET P- DETIL FRONT FCE OF WLL SEE DETIL "C" STRUC. CONC. (G5) CONCRETE PRPET P-, SEE PRPET SHEETS FOR DDITIONL DETILS. TYPE S BRRIER, SEE BRRIER SHEETS FOR DDITIONL DETILS. '-" TYPE S BRRIER DETIL BR L ECH FCE h STRUC. CONC. (G5) (STEM) 5 5 BR Q 5 '-6" SEE DETIL "B" 0" PROJECTION REVISION: SEPTEMBER, 06 PPROVED: FEBRURY 6, 06 DETIL "B" STTE BRIDGE ENGINEER REVISION DTE 9--6 '-6" BR L ECH FCE h STRUC. CONC. (G5) (STEM) BR L ECH FCE h STRUC. CONC. (G5) (STEM)

24 BR C TOP BR B BOTTOM BR C TOP BR B BOTTOM BR C TOP BR C TOP BR B BOTTOM BR B BOTTOM 5" CLR. BR G BR G BR G BR H BR H BR H BR CONST. JOINT ND " X " KEYWY BR C TOP, BR B BOT. BR BR BR C TOP, BR B BOT. SPCED T BOUT 6" BR H BR G " CLR. FRONT FCE BR L " CLR. BR L BR Y SPCE WITH BR L BR L BR H BR W SPCE WITH BR L NOTES: BR G " TYP. BR W SPCE WITH BR L BR L FRONT FCE BR L STEPPED FOOTING DETIL - LONGIT. SECTION STEPPED FOOTING DETIL - LONGIT. SECTION (SPRED FOOTING SHOWN) (SPRED FOOTING SHOWN) STNDRD SHEET NO. STNDRD PPROVED: TITLE: 5" CLR. BILL OF REINFORCEMENT FOR STEPPED FOOTING DETILS BILL OF REINFORCEMENT FOR CORNER DETILS STEP TYPE BOT. OF FOOTING BOT. OF FOOTING BR INSIDE OR STTION JOINT MRK NO. LENGTH - DIMENSION STTION JOINT BR MRK NO. LENGTH (VR. OR ) EL. LOW END EL. HIGH END (B, C, V) OUTSIDE CORNER U C E W Y Y SPCING CONST. JOINT ND " x " KEYWY ST. " CLR. " CLR. SPCED T BOUT 6" 6 INCH MX. SPCING. BRS TO BE SME SIZE ND LENGTH S BR B OF THE LOWER FOOTING. BR V BR Y BR W STTE PROJ. NO. REFER TO DETIL "C" ND NOTES ON STNDRD PLN ( OF 6). RETINING WLL MISCELLNEOUS DETILS (TH ) SHEET NO. OF SHEETS '-0" '-0" '-0" '-0" 5 < " CORK ND DOWEL JOINT BOVE IN PNEL. REQUIRED T LL STEPS BR V T '-0'' MX. 5 < " CORK ND DOWEL JOINT BOVE IN PNEL REQUIRED T LL STEPS BR V T '-0'' MX. SPCING '-0" '-0" ( OF 6) 5 '-0" (MX.) " SHPE - DIMENSION B C C E V B C Y C E C E C E V B C V U W Y Y C E C E C E C E B Y C E C U C E V W C E B Y C E C V B Y Y U C E C E C E C V B C V B C W Y Y Y C E C E C E C E V B C V B C V B C V BR Y SPCE WITH BR L BR U SPCE WITH BR L BR V LENGTH FORMUL = STEP HEIGHT MINUS 0" ( -DIMENSION ) 7 '-" '-9" 5'-5" '-0" TO 6'-0" (PORTION OF STEM) 6'-0" TO 0'-0" (PORTION OF STEM) 0'-0" TO 0'-0" (PORTION OF STEM) '-" '-" '-" BR U SEE LENGTH FORMUL BR 6 STEP HEIGHT BR U SPCE WITH BR L N.. '-" N.. N.. 6'-" N.. 7 N.. N.. '-" 5'-9" 7'-5" '-" '-9" 5'-5" 7 7 N.. N.. '-" 6'-" '-" 5'-9" N.. N.. '-" '-9" N.. 7'-5" 5'-5" N.. '-" N.. 7 6'-" N.. N.. '-" '-" 7 N.. N.. 5'-9" 7'-5" '-" '-9" 5'-5" N N.. N.. N.. N.. N.. N.. = NOT PPLICBLE 6'-" '-" 5'-9" 7'-5" N.. '-" '-9" 5'-5" 7 " CLR. " CLR. N.. BR L N.. 7 N.. = NOT PPLICBLE 7 7 N.. N.. N.. N.. CONTRCTOR IS REQUIRED TO COMPLETE THE BILL OF REINFORCEMENT TBLE ND SUBMIT TO PROJECT ENGINEER T LEST WEEKS PRIOR TO REBR FBRICTION. REFER TO TBLE LBELED "BILL OF REINFORCEMENT FOR STEPPED FOOTING DETILS" FOR DDITIONL B ND C BRS IN LOWER FOOTING. USE THE BR Y LEG DIMENSION FOR THE PORTION OF STEM LOCTION INDICTED IN THE BR BEND IN DETIL. (0'-0" REPRESENTS TOP OF THE STEM). 7 BR V SIZE TO MTCH BR B. SEE PNEL TBULTIONS FOR SIZE. SEE PNEL TBULTIONS FOR BR SIZE ND LENGTH. STEP HEIGHT DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): FOR WLLS WITH CORNERS, FILL IN THE FIRST COLUMNS OF THE BILL OF REINFORCEMENT. DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): FOR STEPPED FOOTINGS, FILL IN THE FIRST 5 COLUMNS OF THE BILL OF REINFORCEMENT, THE CONTRCTOR WILL FILL IN THE LST 5 COLUMNS. BOT. OF FOOTING HIGH END ST. (SEE TBLE BOVE) BOT. OF FOOTING LOW END BOT. OF FOOTING HIGH END ST. (SEE TBLE BOVE) BOT. OF FOOTING LOW END OUTSIDE 90 CORNER DETIL - PLN VIEW INSIDE 90 CORNER DETIL - PLN VIEW DDITIONL REINFORCING BRS, STRUCTURL CONCRETE, ND OTHER COMPONENTS REQUIRED TO CONSTRUCT CORNERS ND STEPPED FOOTINGS RE INCIDENTL. FOR THE LOWER OF THE TWO FOOTINGS T STEP, THE CONTRCTOR IS RESPONSIBLE FOR MODIFYING THE LENGTH OF FOOTING BR TO EXTEND BENETH THE STEP OR USE SPLICED BRS. REVISION: SEPTEMBER, 06 PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER VRIBLE STEP TYPE BR BEND DETILS MINIMUM STEP TYPE REVISION DTE 9--6 UGUST 7, 0 SEPTEMBER, ( OF 6)

25 VRIES PNEL REINFORCEMENT 5 REVISION: SEPTEMBER, 06 PPROVED: UGUST 7, 0 STTE BRIDGE ENGINEER < JOINT " DOWEL BR SSEMBLY (SEE DETIL THIS SHEET) CENTERED IN STEM " JOINT FILLER CONSTRUCTION JOINT DETIL FULL DIMETER COT BR WITH N PPROVED GRESE FLTTEN END STNDRD SHEET NO. TITLE: STNDRD PPROVED: UGUST 7, 0 VRIES MEMBRNE WTERPROOFING SYSTEM PER SPEC. < STEM MEMBRNE WTERPROOFING SYSTEM PER SPEC. PNEL REINFORCEMENT 5 CONSTRUCTION JOINT REINFORCEMENT NO. 5 BR, 6' LONG SPCE WITH BR L CONST. JOINT ND " X 6" KEYWY '-0" PNEL REINFORCEMENT BR L 5 FRONT FCE OF RETINING WLL (PNEL) FRONT FCE OF RETINING WLL (PNEL) CORK ND DOWELED JOINT DETIL (TYPICL SECTION THROUGH JOINT) (TYPICL SECTION THROUGH JOINT) NOTES: '-0" " DI. X '-0" EPOXY COTED DOWEL BR PER SPEC. 0 SPCED T '-0" CENTERS VERTICLLY " ELECTRICL METLLIC TUBING (E.M.T.) SPCED T '-0" CENTERS VERTICLLY THE MTERILS ND PLCEMENT OF THE CORK ND DOWEL JOINT/ CONSTRUCTION JOINT (DOWEL BR SSEMBLIES, NO. 5 REINFORCING BRS, JOINT FILLER, ND JOINT WTERPROOFING) RE INCIDENTL. THE CONTRCTOR SHLL SSIGN TO THE REINFORCING BR SUPPLIER THE RESPONSIBILITY OF SUPPLYING THE NECESSRY MTERILS SSOCITED WITH THE DETILS SHOWN ON THIS SHEET. JOINT FILLER SHLL BE CORK SPEC. 0..E.. DOWEL BR SSEMBLY T THE CONTRCTOR'S OPTION, CONSTRUCTION JOINTS MY BE SUBSTITUTED IN LIEU OF CORK ND DOWEL JOINTS. REINFORCEMENT QUNTITIES WERE COMPUTED SSUMING CORK ND DOWEL JOINT BETWEEN EVERY PNEL. CHNGES IN THE BILL OF REINFORCEMENT SHLL BE THE RESPONSIBILITY OF THE CONTRCTOR, ND NO DDITIONL PYMENT WILL BE MDE. T MINIMUM, PLCE CORK ND DOWEL JOINTS EVERY 9'-6". CORK ND DOWEL JOINT IS REQUIRED T LL VERTICL FOOTING STEPS. GRESE SHLL BE N PPROVED HIGH PRESSURE TYPE THT IS EFFECTIVE OVER THE FULL RNGE OF EXPECTED TEMPERTURES ND RESISTNT TO CHEMICL CTION. DOWEL BR SSEMBLY MUST BE PLCED PERPENDICULR TO JOINT ND PRLLEL TO THE WLL FCE, ND TO ECH OTHER. 5 SEE PNEL SHEETS FOR REINFORCING DETILS ( OF 6) RETINING WLL MISCELLNEOUS DETILS REVISION DTE 9--6 STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS SEPTEMBER, ( OF 6)

26 6" DRIN SWLE PROVIDE SLOPE OF V:H TO V:H FOR PROPER DRINGE. LEVEL FOUNDTION SURFCE ND CLER SURFCE OF LOOSE DEBRIS BEFORE PLCING FOUNDTION DIRECTLY ON SOIL OR ROCK. SEE SPECIL PROVISIONS FOR PYMENT OF DDITIONL CONCRETE. 5 6 DRILL HOLES FOR NCHORS TO KEY FOOTING IN ROCK. 7 MINIMUM DEPTH FT. 6 INCH OR SHER KEY DEPTH. MODIFIED DTE DESCRIPTION V:H OR FLTTER '-6" '-6" SOIL OR ROCK SPRED FOOTING ON SOIL/ROCK '-6" '-0" DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): PROVIDE DRIN SWLE IF NECESSRY TO PREVENT OVERLND FLOW FROM PONDING OR OVERTOPPING WLL. CONSULT WITH DISTRICT HYDRULICS ENGINEER EXISTING GROUND SELECT GRDING MTERIL (SPEC ) (NOT DRWN TO SCLE) STRUCTURL BCKFILL (SPEC. 9..D.) COMPCT BCKFILL TO SPECIFIED DENSITY METHOD SPEC. 05..F. STRUCTURL CONCRETE (G5) OR LEN CONCRETE BCKFILL (P6), S PPROVED BY ENGINEER. REVISION: PPROVED: FEBRURY 6, 06 STTE BRIDGE ENGINEER (TYP) DOWEL DRILL ND GROUT (MIN) (MIN) 6" PY LIMITS FOR CLSS E EXCVTION PY LIMITS FOR CLSS R EXCVTION VR. '-6" BEDROCK SURFCE PY LIMITS FOR CLSS E EXCVTION PY LIMITS FOR CLSS R EXCVTION BENCH CUT S REQUIRED NOMINL BOTTOM OF FOOTING BEDROCK SURFCE PY LIMITS FOR CLSS E EXCVTION 7 VRIBLE _'-_" TO _'-_" '-6" PY LIMITS FOR CLSS E EXCVTION NOMINL BOTTOM OF FOOTING BEDROCK SURFCE OR SUBCUT ELEVTION BEDROCK SURFCE FEBRURY 6, 06 STNDRD PPROVED: ( OF 6) STNDRD SHEET NO. TITLE: STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS _'-_" IF ROCK FOUNDTION OPTION IS USED, REMOVE NOTE 6 5 '-6" '-6" VR. '-6" MX. RETINING WLL MISCELLNEOUS DETILS (GEOTECHNICL DETILS) DESIGNER NOTES (REMOVE PRIOR TO PLOTTING FINL PLN): LTER BCKFILL ND FINL GRDE SECTIONS SHOWN IN THIS STNDRD TO MTCH PROJECT SPECIFIC CONDITIONS. PY LIMITS FOR STRUCTURL BCKFILL CHECK THE FOUNDTIONS REPORT FOR DDITIONL NOTES ND RECOMMENDTIONS THT SHOULD BE INCLUDED IN PROJECT PLNS. DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): NON-STRUCTURL GRDING MTERILS (SPEC ) OR NTIVE GROUND CONSULT FOUNDTION RECOMMENDTIONS TO DETERMINE WHICH ROCK FOUNDTION OPTION TO USE (IF NY). EXISTING GROUND ROCK EXCVTION OPTION ROCK SUBCUT WITH CONCRETE BCKFILL OPTION DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): FILL IN DOWEL DEPTH, DETERMINED FROM FOUNDTION RECOMMENDTION REPORT ('-6" ) GGREGTE BCKFILL (CV) COMPCT TO 00% DENSITY IN CCORDNCE WITH SPEC. 05..F. CONCRETE MIX (P6) GGREGTE BCKFILL OPTION DOWEL ND LEN CONCRETE BCKFILL OPTION DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): ROCK FOUNDTION OPTIONS DESIGNER NOTE (REMOVE PRIOR TO PLOTTING FINL PLN): FILL IN DEPTHS BSED ON CONSULTTION WITH FOUNDTIONS UNIT. ROCK NCHOR EMBEDMENT DEPTH SHLL BE DETERMINED BY ENGINEER. MINIMUM DEPTH IS '-6" OR DEPTH OF SHER KEY. MXIMUM DEPTH SHOULD NOT EXCEED 6' CERTIFIED BY LICENSED PROFESSIONL ENGINEER DTE NME: LIC. NO. FEBRURY 6, ( OF 6)