SUBJECT: Standard Plans Index (1-5), ,.621,.622,.623,.624 (1 of 3) and.634

Transcription

1 MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-0) MANUAL: Standard Plans DATED: July 8, 00 SUBJECT: Standard Plans Index (-5), ,.6,.6,.6,.6 ( of ) and.6 The Bridge Office has recommended the changes to the following Standard Plans. See the attached Summary of Changes documents for specifics. Standard Plan Sheets: Retaining Wall General Notes and Summary of Quantities Retaining Wall Reinforcement Details (Short Walls) (Panels - ) Retaining Wall Reinforcement Details (Medium Walls) (Panels - ) Retaining Wall Reinforcement Details (Tall Walls) (Panels - ) ( of ) Retaining Wall Miscellaneous Details Retaining Wall Concrete Barrier (Type F, TL-) INSTRUCTIONS:. Record the transmittal letter number, date and subject on the transmittal record sheet located in the front of the manual.. Remove from the manual: Standard Plan Index (Sheets -5 of 5), (April 00) Retaining Wall General Notes and Summary of Quantities, (front), (May, 006) Retaining Wall Reinforcement Details (Short Walls) (Panels - ), (back), (May, 006) Retaining Wall Reinforcement Details (Medium Walls) (Panels - ), (front), (May, 006) Retaining Wall Reinforcement Details (Tall Walls) (Panels - ), (back), (May, 006) ( of ) Retaining Wall Miscellaneous Details, (front), (May, 006) ( of ) Retaining Wall Miscellaneous Details, (back), (May, 006) Retaining Wall Concrete Barrier (Type F, TL-), (front), (May, 006) Retaining Wall Light Standard Anchorage, (back), (May, 006). Insert in the manual: Standard Plan Index (Sheets -5 of 5) (July 00) Retaining Wall General Notes and Summary of Quantities, (front), (June, 00) Retaining Wall Reinforcement Details (Short Walls) (Panels - ), (back), (May 8, 00) Retaining Wall Reinforcement Details (Medium Walls) (Panels - ), (front), (May 8, 00) Retaining Wall Reinforcement Details (Tall Walls) (Panels - ), (back), (May 8, 00) ( of ) Retaining Wall Miscellaneous Details, (front), (June, 00) ( of ) Retaining Wall Miscellaneous Details, (back), (May, 006) Retaining Wall Concrete Barrier (Type F, TL-), (front), (May 8, 00) Retaining Wall Light Standard Anchorage, (back), (May, 006). Contact Hatem Qamhieh, Design Standards Unit, at (65) , with technical questions regarding this transmittal. 5. Current Standard Plans including Transmittal Letters are available on the web at: The last Standard Plan Transmittal Letter issued in 00 was 0-0, dated April 0, 00 Michael Elle P.E. Design Standards Engineer

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3 SUMMARY OF CHANGES Standard Plans Manual Transmittal Letter No. (0-0) Re: Retaining Wall General Notes and Summary of Quantities. See General Notes:. Added new note under GENERAL NOTES, under CONCRETE: th paragraph (FOR RETAINING WALLS THAT ABUT A BRIDGE OR BRIDGE WING WALL, NOTE THAT THE DESIGNATION OF FRONT FACE MAY VARY FROM THE BRIDGE PLANS TO THE RETAINING WALL PLANS).. Added new note at the end of GENERAL NOTES (PILE LOADS: THE NOMINAL PILE BEARING RESISTANCES SHOWN FOR RETAINING WALLS WERE CALCULATED USING THE ALLOWABLE STRESS DESIGN (ASD) METHOD, NOT THE LRFD METHOD. IF DYNAMIC FORMULAS ARE USED TO DETERMINE PILE RESISTANCE FOR CONCRETE RETAINING WALLS IN THE FIELD, FOLLOW Mn/DOT SPECIFICATION 5.E AS DETAILED IN THE 005 STANDARD SPECIFICATIONS FOR CONSTRUCTION. DO NOT USE LRFD PILE DRIVING FORMULAS TO COPMUTE PILE CAPACITIES FOR CONCRETE RETAINING WALLS SHOWN ON THE STANDARD PLAN SERIES THRU ). See Notes:. Added new note # 9 (DOES NOT INCLUDE REINFORCING BARS AND STRUCTURAL CONCRETE (A) REQUIRED FOR STEPPED S. CONCRETE FOR STEPPED S SHALL BE PROVIDED INCIDENTAL TO STRUCTURAL CONCRETE (A) AND REINFORCING BARS SHALL BE PROVIDED INCIDENTAL TO REINFORCEMENT BARS PLAIN ). See Summary of Quantities for Retaining Walls (Right Top):. Added note # 9 to the nd column next to A.. Added note # 9 to the th column under PLAIN. See Left Bottom Corner:. Revised date in the left bottom corner has been changed. Re: Retaining Wall Reinforcement Details (Short Walls) (Panels - ) See Wall Section:. Changed text (SEE CONRETE RAILING TYPE F AND PARAPET RAIL DETAIL SHEETS) to (TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE).. Added Note # 9 to the right of the new text. See Notes:. Added new note # 9 (REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER).

4 Re: Retaining Wall Reinforcement Details (Medium Walls) (Panels - ) See Wall Section:. Changed text (SEE CONRETE RAILING TYPE F AND PARAPET RAIL DETAIL SHEETS) to (TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE).. Added Note # 9 to the right of the new text. See Notes:. Added new note # 9 (REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER). Re: Retaining Wall Reinforcement Details (Tall Walls) (Panels - ) See Wall Section:. Changed text (SEE CONRETE RAILING TYPE F AND PARAPET RAIL DETAIL SHEETS) to (TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE).. Added Note # 9 to the right of the new text. See Notes:. Added new note # 9 (REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER). Re: ( of ) Retaining Wall Miscellaneous Details. See Notes:. Added new note # 6 (FOR RETAINING WALLS THAT ABUT A BRIDGE OR BRIDGE WING WALL, NOTE THAT THE DESIGNATION OF FRONT FACE MAY VARY FROM THE BRIDGE PLANS TO THE RETAINING WALL PLANS). See Concrete Parapet Railing Detail (Top Left):. Added note # 5 to the left of the detail.. Added note # 6 to the left of the detail.. Added text (SEE DETAIL C ) to the left of the detail.. Deleted the 6 horizontal dimension from the back of the concrete parapet railing to the back face of the retaining wall. 5. Changed note (CONCRETE PARAPET RAILING) to (CONCRETE PARAPET RAILING, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS). See Type F Railing Detail (Top Middle):. Added note # 5 to the left of the detail.. Added note # 6 to the left of the detail.. Added text (SEE DETAIL C ) to the left of the detail.. Changed note (CONCRETE RAIL TYPE F) to (TYPE F BARRIER, SEE BARRIER & PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS). See Rail Base Detail (Left Middle):. Added note # 5 to the left of the detail.. Added note # 6 to the left of the detail.

5 . Added text (SEE DETAIL C ) to the left of the detail.. Changed note (PARAPET WALL SHOWN (CONCRETE RAILS SIMILAR)) to (PARAPET WALL SHOWN, SEE BARRIER & PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS). See Detail A (Lower Left Corner):. Added note (SEE DETAIL B ) to the left of the detail. See Detail C (Right Middle):. Added note # 6 to the left of the detail.. Changed note (ARCHITECTURE CONCRETE TEXTURE) to (ARCHITECTURE CONCRETE TEXTURE OR RUSTICATION) at two locations. See Designer Note Remove Prior to Plotting Final Plan (Middle):. Added new note (CAREFULLY REVIEW THE DIMENSIONS OF THE COPING AT THE TOP OF THE WALL AS IT WILL NEED TO BE MODIFIED DEPENDING ON THE AMOUNT OF TEXTURE RELIEF OF THE FORM LINER. IF THE RETAINING WALL ABUTS A BRIDGE WING WALL, BE SURE TO COORDINATE THESE DETAILS WITH THE BRIDGE DESIGNER. SEE NOTES 5 AND 6). See Left Bottom Corner:. Revised date in the left bottom corner has been changed. Re: Retaining Wall Concrete Barrier (Type F, TL-) See Notes:. Changed note # (QUANTITY GIVEN FOR -8 BARRIER HEIGHT. FOR INFORMATION PURPOSE ONLY) to (REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER (TYPE F, TL-, -8 BARRIER HEIGHT)). See Section A-A:. Added new note # to the left top of the detail. See Bill Of Reinforcement:. Added note # three times to the right of POUND in the Bill of Reinforcement table.

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7 July 00 Mn/DOT STANDARD PLANS MANUAL Index () TABLE OF CONTENTS INDEX NO. SUBJECT APPROVAL REVISION DATE DATE GENERAL GRADING PLANS Superelevation 6 Lane Divided (Inside Shoulders) 06/0/ Escape Lanes at Major Ramp Exits 05/8/ Standard Acceleration and Deceleration Lanes (Rural) 07/0/9 0/0/0 Bituminous Pavement Standard Acceleration and Deceleration Lanes (Urban) 07/0/9 0/6/0 Bituminous Pavement Channelized Left-Turn Lanes 0/8/7 0// Right and Left-Turn Lanes /0/00 0/0/ ( of ) Staking Information Sheet // ( of ) Staking Information Sheet // SURFACING PLANS Acceleration and Deceleration Lane (Rural) Rigid Design 0//0 Mainline Jointed Pavement 5 Ft. Panel Length Acceleration and Deceleration Lane (Urban) Rigid Design 0//0 Mainline Jointed Pavement 5 Ft. Panel Length ( of ) Concrete Mainline Pavement 5 Ft. Panel Length Rural 0// ( of ) Concrete Mainline Pavement 5 Ft. Panel Length Urban or 0//0 Concrete Shoulder Concrete Ramp/Loop Pavement 5 Ft. Panel Length 0// ( of ) Pavement Joints Contraction (Design C) and Expansion 0//0 (Design E) ( of ) Pavement Joints Longitudinal (Design L) 0// Bridge Approach Panel Concrete Mainline Roadway /09/99 0/07/00 (Miscellaneous Details) Bridge Approach Panel Bituminous Mainline Roadway /09/99 0/07/00 (Miscellaneous Details) Bridge Approach Panel Concrete Mainline - Joint at 05/0/0 Abutment, Square To 0 Skews Bridge Approach Panel Concrete Mainline - Joint at 05/0/0 Abutment, Over 0-5 Skews Bridge Approach Panel Concrete Mainline Jointless 05/0/0 Abutment, Square To 0 Skews Bridge Approach Panel Concrete Mainline Jointless 05/0/0 Abutment, Over 0-0 Skews Bridge Approach Panel Bituminous Mainline - Joint at 05/07/0 Abutment, Square to 0 Skews Bridge Approach Panel Bituminous Mainline - Joint at 05/07/0 Abutment, Over 0-60 Skews Bridge Approach Panel Bituminous Mainline Jointless 05/07/0 Abutment, Square to 0 Skews Bridge Approach Panel Bituminous Mainline Jointless 05/07/0 Abutment, Over 0-0 Skews ( of ) Bridge Approach Treatment for Abutment on Footing 0// ( of ) Bridge Approach Treatment for Abutment on Footing 0// ( of ) Bridge Approach Treatment for Integral Abutment 0// ( of ) Bridge Approach Treatment for Integral Abutment 0//08

8 July 00 Mn/DOT STANDARD PLANS MANUAL Index () INDEX NO. SUBJECT APPROVAL REVISION DATE DATE Pavement End Anchors Under Concrete Pavement 08//95 0/0/0 (Grades % or Greater) Typical Ramp Terminal Layout at Crossroads 08//98 07/7/ OTHER PLANS Pavement Marking Details 0// Pavement Marking Details For Auxiliary Lanes 07// DRAINAGE AND EROSION CONTROL DETAILS Concrete Slope Paving Under Bridges 09//89 0/05/ Stabilized Aggregate Slope Paving Under Bridges 09//89 0/6/ Permanent Erosion Control Along Roadways, Ditches, /0/0 and Flumes ( of ) Temporary Sediment Control Silt Curtain 09/7/ ( of ) Temporary Sediment Control Miscellaneous Details 09/7/ ( of ) Temporary Sediment Control Ditch Check/Barrier 09/7/ ( of ) Temporary Sediment Control Storm Drain Inlet Protection 09/7/ Permanent Erosion Control Along Roadways and at Gore 0//85 0/6/00 Areas & Bridge Approach Fills Permanent Erosion Control Bioengineering Soil Stabilization 09/9/ ( of ) Temporary Sediment Control Silt Fence 09/7/ ( of ) Temporary Sediment Control Super Duty Silt Fence 09/7/ Subsurface Drains 0/5/ Subsurface Drains 0/5/ Subsurface Drains 0/5/ Subsurface Drains, Outlet Pipes for Edge and Subcut Drains 09// ADJACENT FACILITIES Blank SAFETY FEATURES AND SPECIAL STRUCTURES ( of ) Guardrail Installations at Medians and End Treatments 08/7/ ( of ) Guardrail Installations at Medians and End Treatments 08/7/ ( of ) Guardrail Installations at Medians & End Treatments 08/7/05 (For New Construction and Retrofits Without Site Restrictions) New W-Beam Transition to Concrete F-Shape Safety Rail With /0/0 0//06 Approach Curb (Steel Post) New W-Beam Transition to Concrete F-Shape Safety Rail With 0/9/0 0/05/0 Approach Curb (Wood Post) Upgraded W-Beam Transition To Concrete J-Shape Safety Rail 0/9/0 0//0 With Approach Curb (Wood Post) New W-Beam Transition to Concrete J-Shape Safety Rail With /0/0 0//0 Approach Curb (Wood Post) ( of ) New W-Beam Transition to One Line Rail Bridges With New 05/08/0 End Post & With or Without Approach Curb (Wood Post) ( of ) New W-Beam Transition to One Line Rail Bridges With New 05/08/0 End Post & With or Without Approach Curb (Wood Post) ( of ) Thrie Beam Bullnose Guardrail for Medians (' -/" Width) 08/0/0 07// ( of ) Thrie Beam Bullnose Guardrail for Medians (' -/" Width) 08/0/0 07//0

9 July 00 Mn/DOT STANDARD PLANS MANUAL Index () INDEX NO. SUBJECT APPROVAL REVISION DATE DATE ( of ) Thrie Beam Bullnose Guardrail for Medians 05/0/0 07//0 (Wider Than ' -/") W-Beam to Thrie Beam Transition 08/0/ ( of ) Shoulder Rumble Strips for Bituminous Roadways // ( of ) Shoulder Rumble Strips for Bituminous Roadways //00 /5/ Structural Rumble Strips for Concrete Roadways //00 Upgraded W-Beam Transition to One Line Rail Bridges With Inplace End Post & With or Without Approach Curb 05/08/0 (Wood Post) New W-Beam Transition to Concrete J-Shape Safety Rail /0/0 With Approach Curb (Steel Post) ( of ) New W-Beam Transition to One Line Rail Bridges With New 05/08/0 End Post & With or Without Approach Curb (Steel Post) ( of ) New W-Beam Transition to One Line Rail Bridges With New 05/08/0 End Post & With or Without Approach Curb (Steel Post) Retaining Wall General Notes and Summary of Quantities 06// Retaining Wall Reinforcement Details (Short Walls) 05/8/0 (Panels - ) Retaining Wall Reinforcement Details (Medium Walls) 05/8/0 (Panels - ) Retaining Wall Reinforcement Details (Tall Walls) 05/8/0 (Panels - ) ( of ) Retaining Wall Miscellaneous Details 06// ( of ) Retaining Wall Miscellaneous Details 05// ( of ) Retaining Wall Miscellaneous Details 05// Retaining Wall Shear Key Details 05// ( of ) Retaining Wall Panel Tabulations (Level Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Level Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Level Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Level Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (: Sloped Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (: Sloped Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (: Sloped Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (: Sloped Fill) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 05//06 09// ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 05//06 09// Retaining Wall Spread Footing Reinforcement Details 05// ( of ) Retaining Wall (Level Fill) Spread Footing Geometry and Data 05// ( of ) Retaining Wall (Level Fill) Pile Footing Geometry and Data 05// ( of ) Retaining Wall (Level Fill) Pile Footing Geometry and Data 05// ( of ) Retaining Wall (Level Fill) Pile Footing Reinforcement Details 05// ( of ) Retaining Wall (: Sloped Fill) Spread Footing Geometry and 05//06 Data ( of ) Retaining Wall (: Sloped Fill) Pile Footing Geometry and 05//06 Data ( of ) Retaining Wall (: Sloped Fill) Pile Footing Geometry and 05//06 Data ( of ) Retaining Wall (: Sloped Fill) Pile Footing Reinforcement 05//06 Details ( of ) Retaining Wall (Live Load Surcharge) Spread Footing 05//06 Geometry and Data ( of ) Retaining Wall (Live Load Surcharge) Pile Footing Geometry 05//06 and Data ( of ) Retaining Wall (Live Load Surcharge) Pile Footing Geometry 05//06 and Data

10 July 00 Mn/DOT STANDARD PLANS MANUAL Index () INDEX NO. SUBJECT APPROVAL REVISION DATE DATE ( of ) Retaining Wall (Live Load Surcharge) Pile Footing 05//06 Reinforcement Details Retaining Wall Concrete Parapet Barrier 05// Retaining Wall Concrete Barrier (Type F, TL-) 05/8/ Retaining Wall Light Standard Anchorage 05// Anchorage & Chain Link Fence for Retaining Walls 09/8/95 07/0/ Concrete Retaining Wall Rustication 0// Precast Retaining Wall Panels 0/05/80 0/0/ Modular Block Retaining Wall General Notes and Summary 07//0 //0 of Quantities Modular Block Retaining Wall Soil Reinforcement for Level Fill, 07//0 //0 Case Modular Block Retaining Wall Soil Reinforcement for : Fill 07//0 //0 Slope, Case Modular Block Retaining Wall Soil Reinforcement for : Fill 07//0 //0 Slope, Case Modular Block Retaining Wall Details 0/9/ Reinforced Soil Slope General Notes and Summary of 07//0 0/08/0 Quantities Reinforced Soil Slope (5 Maximum Slope) 0/0/0 0/08/ Reinforced Soil Slope (70 Maximum Slope) 0/0/0 0/08/ Reinforced Soil Slope Details 0/0/0 0/08/ Prestressed Concrete Noise Barrier 06//9 /0/ ( of ) Wood Planking Noise Barrier With Wood Posts 0/0/ ( of ) Wood Planking Noise Barrier With Wood Posts 0/0/9 0/0/ ( of ) Wood Planking Noise Barrier With Concrete Posts 0/0/ ( of ) Wood Planking Noise Barrier With Concrete Posts 0/0/9 0/0/ Type II Self Supporting Wood Glue Laminate Noise Barrier 06//9 0/0/ ( of ) Horizontal Glue Laminate Timber Noise Barrier With Wood 08//95 08/08/97 Posts ( of ) Horizontal Glue Laminate Timber Noise Barrier With Wood 08//95 0/0/0 Posts Post Sizes & Embedment for Fence Screen 06/7/89 0/0/ On Site Constructed Fence Screen & Sign Details 06/7/89 (Salvage Yards) Swinging Gate Details 06/7/89 08/9/ Sliding Gate Details (For Salvage Yards) /0/9 08/07/ ( of ) Glue Laminated Rubrail (Concrete Posts) General Layout 07/5/ ( of ) Glue Laminated Rubrail (Concrete Posts) Rubrail Sections and 07/5/06 Spacer Block ( of ) Glue Laminated Rubrail (Concrete Posts) Anchor Cable, 07/5/06 Anchor Plate, and Splice Plate ( of ) Upgraded W-Beam Transition to Pier Columns Without 0//0 Approach Curb (Wood Post) ( of ) Upgraded W-Beam Transition to Pier Columns Without 0//0 Approach Curb (Wood Post) ( of ) New W-Beam Transition to Pier Columns Without Approach 0//0 Curb (Wood Post) ( of ) New W-Beam Transition to Pier Columns Without Approach 0//0 Curb (Wood Post) ( of ) New W-Beam Transition to Pier Columns Without Approach 0//0 Curb (Steel Post) ( of ) New W-Beam Transition to Pier Columns Without Approach 0//0 Curb (Steel Post)

11 July 00 Mn/DOT STANDARD PLANS MANUAL Index (5) INDEX NO. SUBJECT APPROVAL REVISION DATE DATE ( of ) Box Beam Transition to Concrete F-Shape Barrier 0/9/ ( of ) Box Beam Transition to Concrete F-Shape Barrier (Details) 0/9/ ( of ) Box Beam Transition to Concrete F-Shape Barrier (Curb 0/9/08 Transition and Splice Details)

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13 V H l l l H v I I I 0.55 WORKING LINE ALONG FRONT FACE OF STEM LEVEL FILL-NO SURCHARGE CONCRETE PARAPET OR F RAIL LIVE LOAD SURCHARGE DESIGN CRITERIA 99 AASHTO DESIGN SPECIFICATIONS WORKING STRESS-STABILITY, FOUNDATIONS LOAD FACTOR DESIGN-REINFORCED CONCRETE f c=000 PSI fy =60000 PSI n=8 PANEL SUMMARY OF QUANTITIES FOR RETAINING WALLS STRUCTURAL REINFORCEMENT STRUCTURE CONCRETE BARS EXCAVATION STEM PLAIN EPOXY CLASS CLASS A 9 Y SELECT GRANULAR (MOD) (CV) AGGREGATE BACKFILL (CV) 8 ARCHI- TECTURAL CONCRETE TEXTURE H P =K H H SEE FOUNDATION REPORT FOR RECOMMENDED FOUNDATION TYPE. CU YD CU YD POUND POUND CU YD CU YD CU YD CU YD SQ FT - K(H) P= H/ - K(H) P = H/ H/ ALLOWABLE BENDING (LATERAL LOAD) PER PILE: 60 TON CIP PILE: KIPS 55 TON HP PILE KIPS 50 TON CIP PILE: KIPS 0 TON TIMBER PILE: 7.5 KIPS BACKFILL CHARACTERISTICS: LEVEL FILL ACTIVE K - LL SURCHARGE ACTIVE K K 66 INTERNAL ANGLE OF FRICTION: 5 EQUIVALENT FLUID PRESSURE (k), IN PCF, IS SHOWN IN LOADING CASE TABLES. UNIT WEIGHT COEFFICIENT OF FRICTION 5 PCF e =.0 : FILL SLOPE BAR LAP (CLASS C) K ( H ) Pv= P= K( H ) K ( H ) Ph= H BAR SIZE PLAIN 6-5" 9 -" -8" 5-0" 9 6 -" EPOXY -" -0" -" 6-5" 8 -" - H / BAR LAP (CLASS A) : SLOPED FILL BAR SIZE EPOXY K K K 6 -" NOTES: ACTIVE LOADING CASES GENERAL NOTES: UTILITIES: EXISTING AND PROPOSED UTILITIES ARE SHOWN IN THE GRADING PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING FACILITIES AND SHALL EXERCISE CARE IN ADJACENT CONSTRUCTION. EXCAVATION AND EARTHWORK: ALL EXCAVATION AND EMBANKMENT WORK SHALL CONFORM TO SPEC. 5. CONCRETE: ALL CONCRETE SHALL CONFORM TO SPEC. 6. TRANSVERSE CONSTRUCTION JOINTS IN ARE PERMISSIBLE. KEYWAYS AND CONTINUOUS REINFORCEMENT ARE REQUIRED THROUGH THESE JOINTS. THE THICKNESS OF THE ARCHITECTURAL CONCRETE TEXTURE VARIES WITH THE TEXTURE RELIEF. THE STRUCTURAL CONCRETE Y QUANTITIES DO NOT INCLUDE THE MATERIAL WITHIN THE ARCHITECTURAL CONCRETE TEXTURE. CONCRETE NEEDED FOR THE TEXTURING IS INCIDENTAL FOR WHICH NO DIRECT PAYMENT WILL BE MADE. SEE SPECIAL PROVISIONS. FOR RETAINING WALLS THAT ABUT A BRIDGE OR BRIDGE WING WALL, NOTE THAT THE DESIGNATION OF "FRONT FACE" MAY VARY FROM THE BRIDGE PLANS TO THE RETAINING WALL PLANS. POURING SEQUENCE: THE POURING SEQUENCE SHALL BE AT THE CONTRACTOR S OPTION BUT MUST BE SUBMITTED (WITH ADEQUATE APPROVAL TIME) TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING THE FIRST POUR. CONSTRUCTION: CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPEC., EXCEPT AS NOTED. REINFORCING STEEL: REINFORCEMENT BARS SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO SPEC. 0, GRADE 60 AND EPOXY COATED EXCEPT AS NOTED. THE CLEAR DISTANCE BETWEEN REINFORCEMENT BARS AND FACE OF CONCRETE SHALL BE INCHES IN S, 5 INCHES IN BOTTOM OF SPREAD S, INCHES ON ARCHITECTURAL CONCRETE TEXTURE, AND INCHES ELSEWHERE UNLESS OTHERWISE NOTED. THE FIRST TWO DIGITS OF EACH BAR MARK INDICATE THE BAR NUMBER WHICH APPROXIMATES THE NOMINAL DIAMETER OF THE BAR IN MILLIMETERS (mm). REVISED: 6//00 APPROVED: MAY, 006 STATE BRIDGE ENGINEER ALL BENT BAR DIMENSIONS ARE GIVEN OUT-TO-OUT. BARS MARKED WITH THE SUFFIX "E" SHALL BE EPOXY COATED. ALL BARS WHICH COME OUT OF THE AND ALL BARS WHICH ARE ABOVE THE SHALL BE EPOXY COATED. THE CONTRACTOR HAS THE OPTION OF SUBSTITUTING 60-0" LONG BARS FOR THE LONGITUDINAL STEEL SHOWN. CHANGES IN THE BILL OF REINFORCEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PAYMENT WILL BE BASED ON QUANTITIES SHOWN. THE CONSTRUCTION JOINT FOR CONCRETE RAIL MAY BE LOCATED AT TOP OR BOTTOM OF COPE, AT THE CONTRACTOR S OPTION. PAYMENT WILL BE BASED ON QUANTITIES SHOWN, WHICH IS BASED ON CONSTRUCTION JOINT ABOVE COPE. FOR VARIABLE STEM HEIGHTS, VARY THE LAP LENGTH OF THE VERTICAL REINFORCEMENT. MINIMUM LAP LENGTHS ARE GIVEN IN THE TABLE ON THIS SHEET. SMALLER BAR GOVERNS LAP LENGTH. DOWEL BAR ASSEMBLIES: DOWELED JOINTS/CONSTRUCTION JOINTS ARE SHOWN ON STANDARD PLAN ( OF ). THESE JOINTS ARE INCIDENTAL FOR WHICH NO DIRECT PAYMENT WILL BE MADE. CONSTRUCTION JOINTS MAY BE SUBSTITUTED FOR SOME OF THE CORK & DOWEL JOINTS AT THE CONTRACTOR S OPTION. CORK & DOWEL JOINTS MUST BE SPACED AT 9 - MAXIMUM. CORK & DOWEL JOINTS MUST BE USED IN VERTICAL JOINTS AT STEP LOCATIONS. GEOMETRICS AND GRADES: DATA FOR BASELINE GEOMETRY IS TABULATED FOR WALL ALIGNMENT, SEE LAYOUT SHEETS. WALL ALIGNMENT REFERENCE IS ALONG FRONT FACE OF WALL. ON UP TO 0% SLOPES, THE CONTRACTOR HAS THE OPTION OF POURING S SLOPED OR STEPPED. ADDITIONAL CONCRETE VOLUMES AND CHANGES TO THE BILL OF REINFORCEMENT WHICH MAY RESULT FROM CONTRACTOR REQUESTED OPTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE MADE. QUANTITIES ARE BASED ON ASSUMED TOP OF ROCK ELEVATION. ACTUAL TOP OF ROCK TO BE DETERMINED BY ENGINEER. PILE LOADS: MODIFIED TO LESS THAN 0% PASSING A NO. 00 SIEVE. -" SPEC. 9.B. 5-9" 9-9" COMPACT TO 00% DENSITY IN ACCORDANCE WITH SPEC. 05.F UNLESS RECOMMENDED OTHERWISE BY THE SOILS ENGINEER. THE NOMINAL PILE BEARING RESISTANCES SHOWN FOR RETAINING WALLS WERE CALCULATED USING THE ALLOWABLE STRESS DESIGN (ASD) METHOD, NOT THE LRFD METHOD. IF DYNAMIC FORMULAS ARE USED TO DETERMINE PILE RESISTANCE FOR CONCRETE RETAINING WALLS IN THE FIELD, FOLLOW Mn/DOT SPECIFICATION 5.E AS DETAILED IN THE 005 STANDARD SPECIFICATIONS FOR CONSTRUCTION. DO NOT USE LRFD PILE DRIVING FORMULAS TO COMPUTE PILE CAPACITIES FOR CONCRETE RETAINING WALLS SHOWN ON THE STANDARD PLAN SERIES THRU LIMITING CRITERIA. LAPS ARE GIVEN FOR THE TOP BAR CONDITION. 5 CURVED FORMS MAY BE USED FOR ANY WALL WITH A RADIUS, BUT MUST BE USED ON WALLS WITH RADIUS LESS THAN FEET. 6 DOWELED JOINTS/CONSTRUCTION JOINTS ARE SHOWN ON STANDARD PLAN ( OF ). THESE JOINTS ARE INCIDENTAL FOR WHICH NO DIRECT PAYMENT WILL BE MADE. 7 DOWELED JOINT/CONSTRUCTION JOINT QUANTITIES ARE NOT INCLUDED. 8 QUANTITIES FOR THE FOUNDATION WITH AGGREGATE BACKFILL OPTION ONLY. 9 DOES NOT INCLUDE REINFORCING BARS AND STRUCTURAL CONCRETE (A) REQUIRED FOR STEPPED S. CONCRETE FOR STEPPED S SHALL BE PROVIDED INCIDENTAL TO "STRUCTURAL CONCRETE (A)" AND REINFORCING BARS SHALL BE PROVIDED INCIDENTAL TO "REINFORCEMENT BARS PLAIN". SHEET INDEX NO. TITLE GENERAL NOTES & SUMMARY OF QUANTITIES GENERAL LAYOUT GENERAL PLAN & ELEVATION WALL REINFORCEMENT PANEL TABULATIONS MISCELLANEOUS DETAILS STANDARD SHEET NO. TITLE: STANDARD APPROVED: JUNE, 00 STATE PROJ. NO. CURVED RETAINING WALLS ALLOWABLE CHORD LENGTH MAXIMUM ALLOWABLE DEVIATION MAXIMUM DEGREE RADIUS CHORD FROM TRUE DEFLECTION OF CURVE LENGTH RADIUS ANGLE " " " " " " " " " " " " 5-00 " MAX. TRUE RADIUS R CHORD LENGTH " MAX. RETAINING WALL GENERAL NOTES AND SUMMARY OF QUANTITIES (TH ) SHEET NO. OF SHEETS " MAX. 5 JUNE,

14 CONSTRUCTION JOINT OPTIONS. TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL 0 6 b RAILING TYPE. 9 AT 0" MAX. SPG. (SEE RAILING SHEET) SHEAR BLOCK VERTICAL FF BAR K BAR G (SPC. W/ BAR D) ALIGNMENT REFERENCE IS ALONG FF OF STEM " CLR. 8 PROPOSED GROUND LINE SHEAR BLOCK (SEE DETAIL "B") BAR D a WALL SECTION TOP OF WALL BAR H (SPC. W/ OR ) " CLR. " TO 0" BAR L EF AT ABOUT 0" SPG. h TOP OF HEEL STRUCTURAL CONCRETE (Y) (STEM) BAR L EF AT ABOUT 0" SPG. BAR M (SPACE WITH BAR L) (TYP. AT CORK AND DOWEL JT.) BOTTOM OF TOP OF WALL. SEE RAILING DETAIL FOR THIRTY-ONE BAR K (SPACE WITH BAR G) THIRTY-ONE BAR G FF (SPACE WITH BAR D) THIRTY-ONE BAR H BF (SPACE WITH BARS E AND F) TOP OF HEEL TOP OF TOE PROPOSED GROUND LINE THIRTY-ONE BAR D FF DOWELS SIXTEEN BF DOWELS (ALTERNATE WITH FIFTEEN BF DOWELS) ELEVATION (SEE DETAIL "B") BAR D BAR C BAR B 7" LAP " BAR A TOP & BOT. " AT ABT. 0" SPG. d < " CORK AND DOWEL JOINT OR TYPICAL SECTION THROUGH CONSTRUCTION SPREAD JOINT b SHEAR BLOCK (SEE DETAIL "B") BAR D 7" LAP BAR C BAR B 5" CLR. 0" CLR. 7 CLR. CLR. " " c k () c k () STRUCTURAL CONCRETE (A) BARRIER OPTION SHOWN FF OF WALL < STEM JOINT ABOVE d g j 0 6 THIRTY-ONE BAR C TOP AND THIRTY-ONE BAR B BOT. (SPACE WITH BAR D) < DOWELS BF OF WALL ABOVE BF DOWEL 5 BF DOWEL " BAR A TOP & BOT. " AT ABT. 0" SPG. d TYPICAL SECTION THROUGH PILE NOTES: STEM REINFORCEMENT IS TO BE SYMMETRICALLY/EQUALLY SPACED BETWEEN STEM JOINTS. REINFORCEMENT SYMMETRICAL ABOUT STEM JOINT ABOVE UNLESS OTHERWISE NOTED. SEE RETAINING WALL TABLES FOR PILE SPACING AND BAR A TOP & BOT. " AT ABT. 0" SPG. 0" PILE CUTOFF STRUCTURAL CONCRETE (A) -/" " LAYOUT. FF OF WALL ABOVE BF DENOTES BACK FACE. -/" FOR h 0 -/" FOR h 0 TOP OF HEEL THIRTY SPACES AT 0" = 0 0" SIXTEEN BF DOWELS (ALTERNATE WITH FIFTEEN BF DOWELS) EF DENOTES EACH FACE. THIRTY SPACES AT 0" = 0 0" THIRTY-ONE BAR D FF DOWELS PLAN ~ REINFORCEMENT STRAIGHT LINE BETWEEN ELEVATIONS SHOWN ON WALL ELEVATION (EXCEPT FOR STEPPED CONDITIONS). IF A BARRIER IS NOT USED, TOPS OF RETAINING WALL COULD BE USED. TYPE I DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). DETAIL "B" TYPE II DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). SEE STANDARD PLAN (). 5 SEE GENERAL PLAN FOR PILE SPACING. 6 AT THE CONTRACTOR S OPTION, PANEL LENGTH MAY VARY UP TO 0". BAR CUTTING LISTS SHALL BE REVISED ACCORDINGLY BY THE CONTRACTOR. 7 5" CLR. FOR ALL BARS EXCEPT " CLR. FOR BAR D. 8 SEE DETAIL "C" ON STANDARD PLAN (). 9 REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER. REVISED: APPROVED: MAY, 006 STANDARD SHEET NO STANDARD APPROVED: MAY 8, 00 TITLE: RETAINING WALL REINFORCEMENT DETAILS (SHORT WALLS) (PANELS - ) STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS MAY 8,

15 FF OF WALL TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL 0 6 b RAILING TYPE. 9 AT 0" MAX. SPACING (SEE RAILING SHEET) SHEAR BLOCK TOP OF WALL TOP OF WALL. SEE RAILING DETAIL FOR CONSTRUCTION JOINT OPTIONS. (SEE DETAIL "B") 7" LAP BAR D CLR. " k () VERTICAL FF BAR K BAR G (SPC. W/ BAR D) ALIGNMENT REFERENCE IS ALONG FF OF STEM " CLR. 8 PROPOSED GROUND LINE SHEAR BLOCK (SEE DETAIL "B") BAR D BAR H (SP. W/ ) " CLR. " TO 0" BAR L EF AT ABOUT 0" SPACING. h STRUCTURAL CONCRETE (Y) (STEM) BAR L EF AT ABOUT 0" SPACING. BAR N (SPC. W/ BAR L) BAR M (SPC. W/ BAR L) (TYP. AT CORK (TYP. AT CORK AND DOWEL JT.) AND DOWEL JT.) THIRTY-ONE BAR K (SPACE WITH BAR G) THIRTY-ONE BAR G FF (SPACE WITH BAR D) THIRTY-ONE BAR H BF (SPACE WITH ) TOP OF HEEL TOP OF TOE PROPOSED GROUND LINE BAR C BAR B f e " BAR A TOP & BOT. " AT ABT. 0" SPACING. d < " CORK AND TYPICAL SECTION THROUGH DOWEL JOINT OR SPREAD CONSTRUCTION JOINT b SHEAR BLOCK (SEE DETAIL "B") 7" LAP BAR C BAR D 5" CLR. 7 0" CLR. CLR. " k () e c STRUCTURAL CONCRETE (A) THIRTY-ONE BAR D FF DOWELS BAR B c a TOP OF HEEL THIRTY-ONE BF DOWELS (ALTERNATE WITH 0- BF DOWELS) WALL SECTION BARRIER OPTION SHOWN BOTTOM OF < STEM JOINT ABOVE ELEVATION 0 6 THIRTY-ONE BAR C TOP AND THIRTY-ONE BAR B BOT. (SPACE WITH BAR D) BF DOWEL BF DOWEL 5 " BAR A TOP & BOT. " AT ABT. 0" SPACING. d 0" PILE CUTOFF STRUCTURAL CONCRETE (A) < DOWELS BF OF WALL ABOVE " TYPICAL SECTION THROUGH PILE NOTES: -/" FOR h 0 -/" FOR h 0 -/ " TOP OF HEEL d j g BAR A TOP & BOT. AT ABOUT 0" SPACING STEM REINFORCEMENT IS TO BE SYMMETRICALLY/EQUALLY SPACED BETWEEN STEM JOINTS. REINFORCEMENT SYMMETRICAL ABOUT STEM JOINT ABOVE UNLESS OTHERWISE NOTED. SEE RETAINING WALL TABLES FOR PILE SPACING AND LAYOUT. BF DENOTES BACK FACE. FF DENOTES FRONT FACE. EF DENOTES EACH FACE. STRAIGHT LINE BETWEEN ELEVATIONS SHOWN ON WALL ELEVATION (EXCEPT FOR STEPPED CONDITIONS). IF A BARRIER IS NOT USED, TOPS OF RETAINING WALL COULD BE USED. " TYPE I DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). FF OF WALL ABOVE TYPE II DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). DETAIL "B" SIXTY SPACES AT = 0 0" THIRTY-ONE BF DOWELS (ALTERNATE WITH THIRTY BF DOWELS) THIRTY SPACES AT 0" = 0 0" SEE STANDARD PLAN (). 5 SEE GENERAL PLAN FOR PILE SPACING. THIRTY-ONE BAR D FF DOWELS 6 AT THE CONTRACTOR S OPTION, PANEL LENGTHS MAY VARY UP TO 0". PLAN ~ REINFORCEMENT BAR CUTTING LISTS SHALL BE REVISED ACCORDINGLY BY THE CONTRACTOR. 7 5" CLR. FOR ALL BARS EXCEPT " CLR. FOR BAR D. 8 SEE DETAIL "C" ON STANDARD PLAN (). 9 REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER. REVISED: APPROVED: MAY, 006 STANDARD SHEET NO STANDARD APPROVED: MAY 8, 00 TITLE: RETAINING WALL REINFORCEMENT DETAILS (MEDIUM WALLS) (PANELS - ) STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS MAY 8,

16 CONSTRUCTION JOINT OPTIONS. 0 6 TYPE F BARRIER SHOWN, SEE BARRIER AND PARAPET RAIL b DETAIL SHEETS FOR ACTUAL RAILING TYPE. 9 BAR L EF AT ABOUT 0" SPACING. BAR P BAR N BAR M (SPC. W/ BAR L) (SPC. W/ BAR L) (SPC. W/ BAR L) (TYP. AT CORK (TYP. AT CORK (TYP. AT CORK AND DOWEL JT.) AND DOWEL JT.) AND DOWEL JT.) BOTTOM OF TOP OF WALL. SEE RAILING DETAIL FOR AT 0" MAX. SPACING (SEE RAILING SHEET) THIRTY-ONE BAR K (SPACE WITH BAR G) THIRTY-ONE BAR G FF (SPACE WITH BAR D) THIRTY-ONE BAR H BF (SPACE WITH BARS E) THIRTY BAR J BF (SPACE WITH ) TOP OF HEEL TOP OF TOE PROPOSED GROUND LINE THIRTY-ONE BAR D FF DOWELS THIRTY-ONE BF DOWELS (ALTERNATE WITH THIRTY BF DOWELS) ELEVATION 0 6 VERTICAL FF BAR K BAR G (SPC. W/ BAR D) ALIGNMENT REFERENCE IS ALONG FF OF STEM " CLR. 8 < " CORK AND DOWEL JOINT OR CONSTRUCTION JOINT PROPOSED GROUND LINE SHEAR BLOCK (SEE DETAIL "B") BAR D a " CLR. SHEAR BLOCK (SEE DETAIL "B") TOP OF WALL 7" LAP BAR D BAR C BAR H (ALTERNATE BAR B WITH BAR J AND f e SPC. W/ ) " TO 0" BAR L EF AT ABOUT 0" SPACING h STRUCTURAL CONCRETE (Y) (STEM) 7" " BAR A TOP & BOT. AT ABOUT 0" SPACING " d TYPICAL SECTION THROUGH SPREAD b SHEAR BLOCK (SEE DETAIL "B") LAP BAR C BAR D BAR B 5 " BAR A TOP & BOT. AT ABOUT 0" SPACING " d TYPICAL SECTION THROUGH PILE TOP OF HEEL CLR. 5" CLR. CLR. " 7 " 0" 0" CLR. k PILE k CUTOFF () e c () c STRUCTURAL STRUCTURAL CONCRETE (A) CONCRETE (A) VAR. " WALL SECTION BARRIER OPTION SHOWN NOTES: STEM REINFORCEMENT IS TO BE SYMMETRICALLY/EQUALLY SPACED BETWEEN STEM JOINTS. THIRTY-ONE BAR C TOP AND THIRTY-ONE BAR B BOT. (SPACE WITH BAR D) < STEM JOINT REINFORCEMENT SYMMETRICAL ABOUT STEM JOINT ABOVE UNLESS ABOVE OTHERWISE NOTED. SEE RETAINING WALL TABLES FOR PILE SPACING AND LAYOUT. d j g BF DOWEL < DOWELS BF OF WALL ABOVE BF DOWEL FF OF WALL ABOVE SIXTY SPACES AT = 0 0" THIRTY-ONE BF DOWELS (ALTERNATE WITH THIRTY BF DOWELS) THIRTY SPACES AT 0" = 0 0" BAR A TOP & BOT. AT ABOUT 0" SPACING FF OF WALL -/" FOR h 0 -/" FOR h 0 -/" TOP OF HEEL BF DENOTES BACK FACE. FF DENOTES FRONT FACE. EF DENOTES EACH FACE. STRAIGHT LINE BETWEEN ELEVATIONS SHOWN ON WALL ELEVATION (EXCEPT FOR STEPPED CONDITIONS). IF A BARRIER IS NOT USED, TOPS OF RETAINING WALL COULD BE USED. TYPE I DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). TYPE II DRAIN. SEE DETAIL "A" ON STANDARD PLAN (). SEE STANDARD PLAN (). 5 SEE GENERAL PLAN FOR PILE SPACING. THIRTY-ONE BAR D FF DOWELS 6 AT THE CONTRACTOR S OPTION, PANEL LENGTH MAY VARY UP DETAIL "B" PLAN ~ REINFORCEMENT " 7 5" CLR. FOR ALL BARS EXCEPT " CLR. FOR BAR D. 8 SEE DETAIL "C" ON STANDARD PLAN (). 9 REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER. REVISED: APPROVED: MAY, 006 STANDARD SHEET NO STANDARD APPROVED: MAY 8, 00 TITLE: RETAINING WALL REINFORCEMENT DETAILS (TALL WALLS) (PANELS - ) STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS MAY 8,

17 CONCRETE PARAPET RAILING, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS. TYPE F BARRIER, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS. CONSTRUCTION JOINT FINISHED GUTTERLINE TOP OF STEEL PIPE LOCATION OPTIONS ELEVATION CONSTRUCTION JOINT LOCATION OPTIONS (" SMOOTH FINISH AT EACH FACE) 0" PROJECTED BOTTOM OF (" SMOOTH FINISH AT EACH FACE) 8" " FRONT FACE OF WALL SEE DETAIL "C" 6 5 BAR K BAR L EACH FACE h STRUCT. CONC. (Y) (STEM) 8" " FRONT FACE OF WALL SEE DETAIL "C" 6 5 BAR K BAR L EACH FACE h STRUC. CONC. (Y) (STEM) " POLYSTYRENE TYPE A AS SHOWN SHEAR KEY UTILITY PIPE UNDER SPREAD (THROUGH SHEAR KEY) CHECK PIPE TO DETERMINE IF IT CAN TAKE THE LOAD METAL RAILPOST DETAIL FF OF WALL -/ " TOP OF HEEL -/ " FOR h 0 -/ " FOR h 0 TYPE F RAILING DETAIL CONCRETE PARAPET RAILING DETAIL " COPING OPTION SHOWN " COPING OPTION SHOWN DETAIL "B" " VARIES 5 ARCHITECTURAL CONCRETE TEXTURE OR RUSTICATION PARAPET WALL SHOWN, SEE BARRIER AND PARAPET RAIL DETAIL SHEETS FOR ACTUAL RAILING TYPE AND DETAILS. " SMOOTH FINISH AT EACH FACE. FRONT FACE OF WALL -/8 " TOP OF BOTTOM OF " POLYSTYRENE TYPE A AS SHOWN " 8" MAX. FF 6 ARCHITECTURAL CONCRETE TEXTURE " CLR DISTANCE AT POINT OF MAX TEXTURE RELIEF " CLR. 9" OR RUSTICATION SEE DETAIL "D" FRONT FACE OF WALL DETAIL "D" UTILITY PILE POINT OF MAX. TEXTURE RELIEF BF SEE DETAIL "C" 6 5 DESIGNER NOTE - REMOVE PRIOR TO PLOTTING FINAL PLAN 0" RAIL BASE DETAIL HORIZONTAL REVEAL OPTION SHOWN CAREFULLY REVIEW THE DIMENSIONS OF THE COPING AT THE TOP OF THE WALL AS IT WILL NEED TO BE MODIFIED DEPENDING ON THE AMOUNT OF TEXTURE RELIEF OF THE FORM LINER. IF THE RETAINING WALL ABUTS A BRIDGE OR BRIDGE WING WALL, BE SURE TO COORDINATE THESE DETAILS WITH THE BRIDGE DESIGNER. PIPE THROUGH PILE DETAIL "C" SEE NOTES 5 AND 6. NO. 6 REBAR A A TYPE I DRAINAGE. " DIA. PERFORATED PIPE. WRAP WITH APPROVED GEOTEXTILE. CAP END " DIA. TEE " DIA. PERFORATED PIPE. WRAP WITH APPROVED GEOTEXTILE (TYPICAL). PIPE PER SPEC 5. CLR. BLOCKOUT FOR UTILITY NOTES: ARCHITECTURAL TREATMENT OPTION ON FRONT FACE TYPE II DRAINAGE. " DIA. PERFORATED PIPE. WRAP WITH APPROVED GEOTEXTILE. TIE EXTEND REBARS AS SHOWN TO EFFECTIVELY SPREAD LOAD TO ADJACENT BARS OF RETAINING WALL TO BE DETERMINED BY Mn/DOT. ALL CONCRETE ABOVE JOINT LOCATION SHALL BE STRUCTURAL CONCRETE (Y6). INTO DRAINAGE SYSTEM. SEE FRONT FACE OF WALL SEE DETAIL "B" TOP OF SPECIAL PROVISIONS. " TO 0" " DIA. DRAIN. END FLUSH WITH FRONT FACE SURFACE OF FRONT FACE. OF WALL PLACE RODENT SCREEN ON END OF DRAIN PIPE (INCIDENTAL) ADD ADDITIONAL VERTICAL REBARS ON EACH SIDE OF BLOCKOUT TO REPLACE CUT VERTICAL REBARS FIELD CUT/ADJUST VERTICAL AND HORIZONTAL REINFORCEMENT AS NECESSARY TO CLEAR BLOCKOUT. PLACE REINFORCEMENT AS SHOWN. MODIFY FOR INTERRUPTION. PAID FOR AS SPEC. 50. DRAINAGE SYSTEM (LUMP SUM) DETAIL "A" SECTION A-A TYPE I DRAINAGE DETAIL UTILITY BLOCKOUT DETAIL 5 THE THICKNESS OF THE ARCHITECTURAL CONCRETE TEXTURE VARIES WITH THE TEXTURE RELIEF. THE STRUCTURAL CONCRETE Y QUANTITIES DO NOT INCLUDE THE MATERIAL WITHIN THE ARCHITECTURAL CONCRETE TEXTURE. MATERIAL NEEDED FOR THE TEXTURING SHALL BE INCIDENTAL FOR WHICH NO DIRECT PAYMENT WILL BE MADE. SEE SPECIAL PROVISIONS. TEXTURE RELIEF SHALL SUMMARY OF DRAINAGE QUANTITIES ADHERE TO FHWA CRASH BARRIER GUIDANCE WHENEVER THE WALL FACE IS INSIDE OR NEAR THE CLEAR ZONE. ITEM UNIT WALL WALL WALL WALL WALL WALL TOTAL " DIA. PERFORATED PIPE LIN. FT. 6 FOR RETAINING WALLS THAT ABUT A BRIDGE OR BRIDGE WING WALL, NOTE THAT " DIA. DRAIN PIPE LIN. FT. THE DESIGNATION OF "FRONT FACE" MAY VARY FROM THE BRIDGE PLANS TO END CAP EACH THE RETAINING WALL PLANS. LONG RADIUS 90 ELBOW EACH STANDARD SHEET NO. TITLE: REVISED: 6//00 APPROVED: MAY, ( OF ) STANDARD APPROVED: JUNE, 00 RETAINING WALL MISCELLANEOUS DETAILS STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS JUNE, ( OF

18 BAR B BOTTOM PAY LIMITS FOR CLASS E EXCAVATION PAY LIMITS FOR CLASS E EXCAVATION VAR. NOMINAL BOTTOM OF PAY LIMITS PAY LIMITS FOR CLASS R EXCAVATION (MIN) (MIN) BEDROCK SURFACE FOR CLASS R EXCAVATION BENCH CUT AS REQUIRED BEDROCK SURFACE ROCK EXCAVATION OPTION ROCK SUBCUT WITH CONCRETE BACKFILL OPTION FRONT FACE PAY LIMITS FOR CLASS E PAY LIMITS FOR SELECT GRANULAR (MOD), SPEC. 9.B MODIFIED TO LESS THAN 0% PASS- ING A #00 SIEVE. COM- PACTION EQUAL TO SPEC. 05.F " PAY LIMITS FOR SELECT GRANULAR (MOD), SPEC. 9.B MODIFIED TO LESS THAN 0% PASS- ING A #00 SIEVE. COM- PACTION EQUAL TO SPEC. 05.F. : MAX. SLOPE PAY LIMITS FOR CLASS E EXCAVATION EXCAVATION DOWEL VARIABLE (TYP) NOMINAL BOTTOM TO 6 0" OF VAR. MAX. AGGREGATE BACKFILL (CV) CONCRETE MIX (C6) BEDROCK SURFACE OR BEDROCK COMPACT TO A 00% DENSITY SUBCUT ELEVATION SURFACE IN ACCORDANCE WITH SPEC. 05.F DRILL AND GROUT AGGREGATE BACKFILL OPTION DOWEL AND LEAN CONCRETE BACKFILL OPTION FOUNDATION OPTIONS BAR H CONTRACTOR MAY CONSTRUCT KEYWAY WITHOUT FORMS, AS UNDISTURBED GROUND PANEL PANEL " CLR. " CLR. 0 BAR L APPROVED BY ENGINEER TYPICAL SECTION INPLACE SOIL OPTION SHOWN EL. CLR. BAR C TOP BAR B BOTTOM BAR A < /" CORK AND DOWEL JOINT ABOVE IN PANEL BAR V AT 0 MAX. SPACING CLASS A SPLICE LENGTH REQUIRED BAR H BAR H BAR L BAR H BAR G BAR H BAR W SPACE WITH BAR L BAR W SPACE WITH BAR L BAR L EL. CLR. 5" CLR. PANEL BAR C TOP BAR B BOTTOM BAR A 7 PANEL < /" CORK AND DOWEL JOINT ABOVE IN PANEL BAR V AT 0 MAX. SPACING 8 0" (MAX.) 5" CLR. CONST. JOINT AND " x 8" KEYWAY BAR C TOP, BAR B BOT. SPACED AT ABOUT BAR A BAR C TOP 0" STEPPED DETAIL - LONGIT. SECTION 5 TYPE - MINIMUM STEP HEIGHT (SPREAD SHOWN) EL. 6 BAR W BAR L SPACE BAR Y SPACE WITH WITH BAR L BAR L BAR G BAR W SPACE FRONT FACE BAR L WITH BAR L BAR G OUTSIDE CORNER DETAIL - PLAN VIEW 5 BAR G " TYP. BAR L FRONT FACE " CLR. " CLR. 0 INSIDE CORNER DETAIL - PLAN VIEW 5 BAR G CONST. JOINT AND " X 8" KEYWAY BAR A EL. NOTES: MINIMUM DEPTH FT. 6 INCH OR SHEAR KEY DEPTH. DESIGNER TO 6 ALL STRUCTURAL CONCRETE (A) RELATED TO THE STEPPED DETERMINE MAXIMUM DEPTH. SHALL BE INCIDENTAL WITH NO DIRECT COMPENSATION. BAR C TOP, BAR B BOT. BAR C TOP SEE SPECIAL PROVISIONS FOR PAYMENT OF ADDITIONAL CONCRETE. 7 6 INCH MAX. SPACING. BARS TO BE SAME TYPE AS BAR B OF THE LOWER SPACED AT ABOUT BAR B BOTTOM. NO BARS REQUIRED IF DISTANCE BETWEEN S IS 0" STRUCTURAL CONCRETE (A) OR LEAN CONCRETE BACKFILL (C6), AS APPROVED BY ENGINEER. 8 LESS THAN 6 INCHES. TYPE I DRAIN. SEE DETAIL "A" ON STANDARD PLAN ( OF ). STEPPED DETAIL - LONGIT. SECTION 5 6 CERTAIN ROCKS (SHALE, ETC.) BREAK OFF IN LAYERS. IN SUCH 9 TYPE II DRAIN. SEE DETAIL "A" ON STANDARD PLAN ( OF ). TYPE - VARIABLE STEP HEIGHT CASES, DRILL HOLES FOR ANCHORS TO KEY TO ROCK. (SPREAD SHOWN) 5 ALL BARS RELATED TO STEPPED AND CORNER CONSTRUCTION 0 SEE DETAIL "C" ON STANDARD PLAN (). SHALL BE INCIDENTAL WITH NO DIRECT COMPENSATION. STANDARD SHEET NO. TITLE: REVISED: APPROVED: MAY, ( OF ) STANDARD APPROVED: MAY, 006 RETAINING WALL MISCELLANEOUS DETAILS STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS MAY, ( OF )

19 0" 5" 0-/" -/" 7-/" 5" " CLR. < RAIL CORK JOINT AT STEM CORK AND DOWEL JOINT < RAIL DEFLECTION JOINT AT < RAIL DEFLECTION JOINT AT STEM CONSTRUCTION JOINT CENTER OF PANEL 0 0" MAX. SPG. -BAR R CONTINUOUS BETWEEN RAIL DEFLECTION JOINTS A 0" 0" 5" TYPE F RAILING CONC. (Y6) TWO EQUAL SPS. " " BAR S -/" CLR. 0" PROJ. () " CLR. () 0" R. 7" -0" 8" BAR S B BAR V B BAR U BAR W NEAR SIDE GUARDRAIL CONNECTION 9" RETAINING WALL SEE STD. PLANS TOP OF WALL -BAR T SECTION A-A 0" MAX. SPACING 0" MAX. SPACING 0" MAX. SPACING 0" MAX. SPACING 7" 8" " BAR S SPACE WITH BAR S SPACE WITH BAR S SPACE WITH A AT RAIL CORK JOINT AT RAIL DEFLECTION JOINT AT RAIL DEFLECTION JOINT AT GUARDRAIL CONNECTION " " " " INSIDE ELEVATION OF RAILING RAIL MEETS TEST LEVEL REQUIREMENTS OF NCHRP REPORT 50 " 8" 5" 6-/" 6-/" BAR S BAR V BAR U BILL OF REINFORCEMENT TYPICAL RAILING ON RETAINING WALL 5 0 PANEL LENGTH, PANELS: RAIL RUSTICATION F " CORK OR APPROVED EQUAL R. 0" 0" " " BAR MARK NO. LENGTH SHAPE LOCATION S R60E BENT RAILING - VERTICAL R R0E 8 -" STR. RAILING - HORIZONTAL " STANDARD PIPE.68 LBS./FT. 8" T R06E 0 -" STR. RAILING - HORIZONTAL /8 " x " x 0" PLATE TYP. C C LEG TYPE F RAIL CONC. (Y6). CU YD REINFORCEMENT BARS (EPOXY) 95 POUND 0-7/8" -/" -5/8" NOTES: BAR W 9-/ " BAR S, V, U TYPICAL RAILING ON RETAINING WALL PANEL LENGTH, PANELS: 5 SECTION B-B (REINFORCEMENT NOT SHOWN) " " " " TOP PIPE 6 6 MIDDLE PIPES BOTTOM PIPE 6 F SECTION F-F ELEVATION RAIL CORK JOINT MATCH RAIL CORK JOINTS WITH RETAINING WALL STEM CORK AND DOWEL JOINTS. CORK AND DOWEL JOINTS ARE TO BE SPACED AT 9 MAXIMUM. " CORK OR CONCRETE RAILING: 9 LBS/FT (0.08 CU YD/FT) 8" HEIGHT 76 LBS/FT (0.7 CU YD/FT) 0" HEIGHT MAXIMUM SPACING OF RAIL DEFLECTION JOINTS SHALL BE 0 0". FOR TYPICAL RETAINING WALL REINFORCEMENT AND DETAILS, SEE STANDARD RETAINING WALL SHEETS. THE GUARDRAIL CONNECTION IS INCLUDED IN THE PRICE BID FOR TYPE F RAIL CONCRETE (Y6). BARS MARKED WITH THE SUFFIX "E" SHALL BE EPOXY COATED IN ACCORDANCE WITH SPEC. 0. CONCRETE RAIL (TYPE F) SHALL BE PAID FOR ON A LINEAL FOOT BASIS. BAR MARK NO. LENGTH SHAPE LOCATION S R R60E R0E TYPE F RAIL CONC. (Y6) 6 - BENT STR. RAILING - VERTICAL RAILING - HORIZONTAL T R06E STR. RAILING - HORIZONTAL CU YD REINFORCEMENT BARS (EPOXY) POUND 0 PANEL LENGTH WITH GUARDRAIL CONNECTION, PANELS: 5 < " DIA. HOLES IN PLATE -/" " CORK OR E APPROVED EQUAL GUARDRAIL CONNECTION SHALL BE STRUCTURAL STEEL, SPEC. 06 AND GALVANIZED AFTER FABRICATION PER SPEC. 9. BAR MARK NO. LENGTH SHAPE LOCATION Q S609E 6 -" BENT RAILING DOWEL /8" X " X 0" PLATE -/" GUARDRAIL CONNECTION DETAIL GALVANIZE AFTER FABRICATION PER SPEC. 9. ESTIMATED WEIGHT = LBS APPROVED EQUAL " CHAMFER, TOP AND VERTICAL EDGES SECTION C-C C D C D 0" USE 0" BARRIER HEIGHT WHEN RETAINING WALL IS ADJACENT TO A BRIDGE WITH OVERLAY, DIMENSION BECOMES 5". NO CHAMFER. SEE RAIL RUSTICATION DETAIL ON THIS SHEET. REBAR AND CONCRETE ARE INCLUDED IN THE PAY ITEM BY LINEAR FEET FOR THE BARRIER (TYPE F, TL-, -8" BARRIER HEIGHT). 5 REINFORCEMENT SHOWN ASSUMES RAIL DEFLECTION JOINT LOCATED IN CENTER OF PANEL. S V U R W R60E R60E R60E R0E R05E " 5-7" TYPE F RAIL CONC. (Y6) 8 -" BENT BENT BENT STR. 6-7" BENT RAILING - VERTICAL RAILING - VERTICAL RAILING - VERTICAL RAILING - HORIZONTAL RAILING - VERTICAL T R06E 0 -" BENT RAILING - HORIZONTAL. CU YD REINFORCEMENT BARS (EPOXY) 58 POUND REVISED: APPROVED: MAY, 006 STATE BRIDGE ENGINEER " VEE SECTION D-D E SECTION E-E ELEVATION DEFLECTION JOINT DETAILS 6 DIMENSIONS INCLUDE /8" PLATE. STANDARD SHEET NO. TITLE: STANDARD APPROVED: MAY 8, 00 STATE PROJ. NO. RETAINING WALL CONCRETE BARRIER (TYPE F, TL-) (TH ) SHEET NO. OF SHEETS MAY 8,

20 STANDARD SHEET NO. 0" EIGHT ADDITIONAL Q BARS EQUALLY SPACED EIGHT ADDITIONAL K BARS EQUALLY < ANCHORAGE, LIGHT STANDARD AND RAIL BETWEEN TYPICAL Q BARS TYPICAL Q BAR SPACING SEE RAILING SHEET SPA./ 9" < ANCHORAGE, LIGHT STANDARD AND WALL SPACED BETWEEN BAR G AND H TYPICAL BAR G AND H SPACING SEE RETAINING WALL SHEET SPA./ ANCHOR BOLT CLUSTER 5 5" " ANCHOR BOLT CLUSTER A 5 BAR U HORIZONTAL WALL BARS ANCHOR BOLT CLUSTER 5 " ANCHOR BOLT CLUSTER 5 D BAR U HORIZONTAL WALL BARS TYPICAL " " RETAINING WALL TWO SPS. AT BAR X BAR Y 0"= 8" BAR U Q BARS ADDITIONAL Q BARS AT LIGHT STANDARD. BAR H BAR G USE EXPANSION USE EXPANSION < ANCHORAGE AND LIGHT STANDARD < ANCHORAGE AND LIGHT STANDARD -/" RSC -/" RSC FITTINGS AT JOINTS FITTINGS AT JOINTS -/" RSC -/" RSC A D ELEVATION SECTION D-D ELEVATION SECTION A-A < LIGHT STANDARD 9" 7-/" ANCHOR BOLT CLUSTER 5 BAR S CONCRETE RAIL (TYPE F) BAR U BAR K LIGHT STANDARD ON RETAINING WALL WITH CONCRETE PARAPET RAILING 7 LIGHT STANDARD ON RETAINING WALL WITHOUT CONCRETE PARAPET RAILING < ANCHORAGE AND LIGHT STANDARD ANCHOR BOLT CLUSTER 5 BAR S TWO-HORIZ. BAR X RAILING C B BAR Y C BARS TWO SPACES AT 0" " 7" " 8" 5" 0" 8" 0" " 7" BAR X 8" BAR Y 9" BAR Z MAX. (CONCRETE BAR K BAR X, Y, Z PARAPET RAIL) (TYPE F RAIL) AND BAR S 9" -/" -/8" -/" DIA. CONDUIT 6 0-/" MAX. 5-/" < OF LIGHT STANDARD ANCHORAGE 5 BAR Z " DIA. ANCHOR RODS 8" USE EXPANSION FITTINGS AT JOINTS RETAINING WALL -/" RSC -/" RSC B BAR Z -/" DIA. CONDUIT 0" SIX SPACES AT = 0" 0" 0" BAR X, Y, OR Z " < OF LIGHT STANDARD ANCHORAGE 5 CONDUIT PLACEMENT DETAIL SECTION B-B THREE- ADDITIONAL REINFORCEMENT AT LIGHT ANCHORAGE 0" MAX. SPACING SIX SPACES AT = 0" 0" MAX. SPACING < ANCHORAGE AND LIGHT STANDARD LEG 9-/" BAR S FOUR-NO. HORIZ. RAIL BARS NOTES: THE LIGHT STANDARD SHALL NOT BE LOCATED LESS THAN 5 FT. FROM THE WALL STEM JOINTS. SPLICE U BARS WITH HORIZONTAL RAILING OR WALL BARS AT THE LIGHT STANDARD LOCATIONS. INSIDE ELEVATION LIGHT STANDARD ON RETAINING WALL WITH CONCRETE RAILING (TYPE F) 8 VIEW C-C -/ RSC SHALL EXTEND ABOVE RAILING AND BE CAPPED. -/" RSC IS PAID FOR SEPARATELY. ALL REINFORCEMENT BARS SHALL HAVE " CLEAR, EXCEPT AS NOTED. BILL OF REINFORCEMENT PER LIGHT BASE TOP OF LOWER NUTS SHALL BE FLUSH WITH TOP OF CONCRETE RAILING OR WALL. WRAP THREADS BELOW NUTS WITH LAYERS BILL OF REINFORCEMENT PER LIGHT BASE RETAINING WALL WITH CONCRETE PARAPET RAIL BAR MARK NO. LENGTH SHAPE LOCATION BILL OF REINFORCEMENT PER LIGHT BASE RETAINING WALL WITHOUT CONCRETE PARAPET RAIL BAR MARK NO. LENGTH SHAPE LOCATION RETAINING WALL WITH TYPE F RAIL BAR MARK NO. LENGTH SHAPE LOCATION Q S609E 6 -" BENT RAILING DOWEL S S60E 6 - BENT RAILING - VERTICAL OF PLASTIC ELECTRICAL TAPE. 5 FOR DETAILS OF ANCHOR BOLT CLUSTER, SEE STD. PLATE 8 OR BRIDGE DETAIL B950. Q S609E 8 8-7" BENT RAILING - VERT. AT LIGHT K S60E 8 0-7" BENT WALL - VERT. AT LIGHT X S606E 5-5" BENT RAILING - HORIZONTAL 6 -/" DIA. RSC SHALL BE PLACED INSIDE THIS DIMENSION. U R60E 6 0-0" STR. RAILING - HORIZ. AT LIGHT U S60E 6 0-0" STR. WALL - HORIZ. AT LIGHT Y S607E 5-7" BENT Z S608E 5-9" BENT RAILING - HORIZONTAL RAILING - HORIZONTAL 7 SEE STANDARD PLAN FOR ADDITIONAL INFORMATION. ADDITIONAL REINFORCEMENT BARS POUNDS ADDITIONAL REINFORCEMENT BARS 56 POUNDS 8 SEE STANDARD PLAN FOR ADDITIONAL INFORMATION. ADDITIONAL REINFORCEMENT BARS 5 POUNDS TITLE: REVISED: APPROVED: MAY, STANDARD APPROVED: MAY, 006 RETAINING WALL LIGHT STANDARD ANCHORAGE STATE BRIDGE ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS MAY,