MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (13-03) MANUAL: Standard Plates DATED: November 7, 2013 SUBJECT: Standard Plates 3007, 4020, and 8337 Standard Plate 3007- Sheer Reinforcement for Precast Drainage Structures has been updated upon recommendation of the Bridge Office. The following Standard Plates have been revised to correct a typographical error: 4020 (Sheet 2 of 2) - Manhole or Catch Basin for Use with or Without Traffic Loads 8337 (Sheet 2 of 3) - Temporary Portable Precast Concrete Barrier (Type F) See the associated Summary of Change document for specifics. INSTRUCTIONS: 1. 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 13-02 dated April 19, 2013. 2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (April 5, 2013) Standard Plate 3007D, Shear Reinforcement for Precast Drainage Structures, (September 22, 2004) Standard Plate 4020J, Manhole or Catch Basin for Use with or Without Traffic Loads, Sheets 1-2 of 2. (Revision Dates 3-22-2013 and 3-22-1013) Standard Plate 8337C, Temporary Portable Precast Concrete Barrier (Type F), Sheets 1-2 of 3, (Revision Dates of 3-22-2013 and 3-22-2012) 3. Insert into the Standard Plate manual: Standard Plate Index, Sheets 1-4, Numerical Index of Standard Plates (October 29, 2013) Standard Plate 3007E, Shear Reinforcement for Precast Drainage Structures, (October 29, 2013) Standard Plate 4020J, Manhole or Catch Basin for Use with or Without Traffic Loads, Sheets 1 and 2 of 2. (Revision Dates 3-22-2013 and 10-29-2013) Standard Plate 8337C, Temporary Portable Precast Concrete Barrier (Type F), Sheets 1 and 2 of 3, (Revision Dates of 3-22-2013 and 10-29-2013) 4. Current Standard Plates including Transmittal Letters are available on the web at: http://standardplates.dot.state.mn.us/stdplate.aspx 5. Direct any technical questions regarding this transmittal to Tim Brown, Design Standards Unit at (651) 366-4613. Michael Elle, P.E. Design Standards Engineer
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Summary of Changes Standard Plate 3007E Shear Reinforcement for Precast Drainage Structures Transmittal Letter No. (13-03) General: 1. Plate number incremented from 3007D to 3007E. Notes 1. Two notes, 4 and 5, have been added. Note 4 - Shear lock mats may be rotated exactly 180 degrees at fabricator s option. Note 5 As measured along the inside face of pipe. Detail V-Bar Alternate 1. The Interior Face label updated to Inside Face of Pipe.
Summary of Changes Standard Plate 4020J (Sheet 2) Revision Manhole or Catch Basin - For Use With or Without Traffic Loads Transmittal Letter No. (13-03) General: 1. The incorrect revision date has been modified. Revision date changed from 3-22-1013 to 10-29-2013. 2. No other changes.
Summary of Changes Standard Plate 8337C (Sheet 2 of 2) Revision Temporary Portable Precast Concrete Barrier Transmittal Letter No. (13-03) General: 1. The incorrect revision date has been modified. Revision date changed from 3-22-2012 to 10-29-2013. 2. No other changes.
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STANDARD PLATES BLANK... 0000 SERIES PAVEMENT... 1000 SERIES BLANK... 2000 SERIES CULVERTS AND APPURTENANCES... 3000 SERIES SEWER APPURTENANCES... 4000 SERIES EROSION CONTROL STRUCTURES... 5000 SERIES BLANK... 6000 SERIES CURB, CURB AND GUTTER, SIDEWALK... 7000 SERIES BARRICADES, SIGNALS, MARKERS, ETC.... 8000 SERIES MISCELLANEOUS... 9000 SERIES PLATE NO. 0000 SERIES BLANK 1000 SERIES PAVEMENT 1070M 1103K 1150R 1210G Supplemental Pavement Reinforcement Typical Dowel Bar Assembly Concrete Header Joints Concrete Pavement Adjacent to Railway Crossing 2000 SERIES BLANK 3000 SERIES CULVERTS AND APPURTENANCES 3000L Reinforced Concrete Pipe (5 Sheets) 3001B Reinforced Concrete Reducer Pipe 3002B Reinforced Concrete Increaser Pipe 3006G Gasket Joint for R.C. Pipe (2 Sheets) 3007E Shear Reinforcement for Precast Drainage Structures 3014J Reinforced Concrete Pipe Arch (2 Sheets) 3020F Reinforced Precast Concrete Cattle Pass (60" & 72") 3022C Precast Concrete Safety Apron (3 Sheets) 3030A Precast Cattle Pass Transition Section 3031B Connection between Existing 4 Ft. X 6 Ft. Cattle Pass and New Precast Transition Section 3040F Corrugated Metal Pipe Culvert (Standard 2-2/3" x 1/2" Corrugation) 3041D Corrugated Metal Pipe (3" x 1" Corrugation) 3050B Design Data Structural Plate Structures (18" Corner Radius) 3051B Design Data Structural Plate Structures (31" Corner Radius) 3065C Connection between Existing Culv. & New "C" Culv. Barrel (2 Sheets) 3066A C.M. Extension for Box Culvert 3100G Concrete Apron for Reinforced Concrete Pipe 3110G Concrete Apron for Reinforced Concrete Pipe-Arch 3114H Sectional Concrete Apron for Reinforced Concrete Pipe-Arch 3122K Metal Apron for C.M. Pipe-Arch Culvert 3123J Metal Apron for C.S. Pipe 3124B Metal Apron Connection 3125A Inlet Protection for Metal Culverts (90" dia. to 96" dia.) 3126B Inlet Protection for Structural Plate Pipe (60" thru 96" dia. or span) 3127A Inlet Protection for Structural Plate Pipe (102" thru 180" dia. or span) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF STANDARD PLATES (Sheet 1 of 4) October 29, 2013
PLATE NO. 3128H 3129A 3131C 3132A 3133C 3134C 3135A 3136B 3137B 3138B 3139A 3142A 3143C 3145G 3146C 3148A 3221C Metal Safety Apron & Grate (2 Sheets) Metal Apron for Corrugated Polyethylene Pipe (Use at Entrances and Driveways) Precast Concrete Headwall for Subsurface Drains Grate for 1:4 Precast Concrete Aprons Riprap at RCP Outlets Riprap at CMP Outlets Hand-Placed Riprap at Precast Concrete Cattle Pass Slotted Vane Drain for P.V.C. Pipe Slotted Drain for 12" thru 30" Dia. C.M. Pipe (Stackable) Slotted Drain for 12" thru 30" Dia. C.M. Pipe (Not Stackable) Riprap at Precast Concrete End Sections Outlet Screen for C.M. & S.C. Pipes Inspection Tees Concrete Pipe or Precast Culvert Ties Anti-Seepage Diaphragm (For CMP and CMP-A) Safety Slope Metal End Section for Circular & Arched Pipes (2 Sheets) Corrugated Steel Pipe Coupling Band (3 Sheets) 4000 SERIES--SEWER APPURTENANCES Drainage Structure and Castings (4 Sheets) Structure and Casting Combinations Standard Casting Assemblies List of Castings List of Drainage Structures 4000J Manhole or Catch Basin (Masonry, Field Constructed) - Design A 4002F Manhole or Catch Basin (Masonry, Field Construction) - Design C 4003B 30" Precast Catch Basin Design N 4005L Manhole or Catch Basin Type A & B Cone Sections Precast - Design F 4006L Manhole or Catch Basin Precast - Designs G and H 4007C Precast Mechanical Joint Sewer Manhole 4008E Catch Basin (Sectional Concrete Pipe) - Design I 4009H Manhole or Catch Basin (Sectional Concrete Pipe) - Design J 4010H Concrete Short Cone & Adjusting Ring (Sectional Concrete) 4011E Precast Concrete Base 4017C Catch Basin (Concrete Pipe and Metal Pipe) - Designs PC and PM 4018A Manhole or Catch Basin (Reducer Cone Section Precast) Design D 4020J Manhole or Catch Basin (For Use With or Without Traffic Loads) (2 sheets) 4021F Precast Curb Opening Catch Basin 4022A Manhole or Catch Basin Cover (3 ft. X 2 ft. Opening) 4024A 48" Dia. Precast Shallow Depth Catch Basin - Design SD 4025B Drop Inlets or Catch Basins - Design DI (Concrete & Metal) 4026A Concrete Encased Concrete Adjusting Rings 4101D Ring Casting For Manhole or Catch Basin 4108F Adjusting Rings for Catch Basins and Manholes 4110F Cover Casting for Manhole (For Use in all Traffic Areas) Casting No. 715 and 716 4125D Catch Basin Frame Casting (For Square Grate) Casting No. 806 4126F Catch Basin Frame Casting Casting No. 801 4129G Catch Basin Frame Casting (For Square Grate) - Casting No. 802A 4132F Catch Basin Frame Casting (For Square Grate) Casting No. 805 4133A Curb Box Casting for Catch Basin - Casting No. 824 4134A Curb Box Casting for Catch Basin (For Design B Curbs) - Casting No. 825 4140D Special Grate Castings for Catch Basin (Convex and Concave) - Casting No. 720 and 721 4143E Stool Grate & Concrete Frame (Median Drains) - Casting No. 731 4149C Grate Casting for Catch Basin - Casting No. 810 MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF STANDARD PLATES (Sheet 2 of 4) October 29, 2013
PLATE NO. 4150C Grate Casting for All Pipe Drainage Structures 4151B Grate Casting for Catch Basin (Square Type) - Casting No. 811 4152C Catch Basin Grate Casting - Casting No. 814A 4153A Catch Basin Grate Casting - Casting No. 815 4154B Catch Basin Grate Casting - Casting No. 816 4160D Curb Box Casting for Catch Basin - Casting No. 823A and 833A 4161F Curb Box Casting for Catch Basin - Casting No. 821B, 822 and 831A 4180J Manhole or Catch Basin Step 5000 SERIES--EROSION CONTROL STRUCTURES 5010A Reinforced Concrete Pipe Energy Dissipater 6000 SERIES -- Blank 7000 SERIES--CURB, CURB AND GUTTER, SIDEWALK 7000E Integrant Curbs (Design B, Design V and Design D) 7020K Concrete Curb (Design B, Design V, Design S, Design DR and Design BR) (2 Sheets) 7035N Concrete Walk & Curb Returns at Entrances 7038A Detectable Warning Surface Truncated Domes 7065C Bituminous Curb 7100H Concrete Curb and Gutter (Design B and Design V) 7102J Concrete Curb and Gutter (Designs D, S, B4, B5 and D3) (2 Sheets) 7105C Concrete Median (Mountable Type) 7107I Entrance Nose (Urban Design) 7108G Exit Nose (Urban Design) 7109C Median Nose and Island (Undivided to Divided Roadway) 7111J Installation of Catch Basin Castings (Concrete Curb and Gutter) 7112C Installation & Reinforcement of Catch Basin & Manhole Castings (Concrete Integrant Curbs) 7113A Concrete Approach Nose Detail 8000 SERIES -- BARRICADES, SIGNALS, MARKERS, ETC. 8000I 8002G 8105B 8106B 8110E 8111E 8112G 8114A 8117F 8118D 8119C 8120P 8121H 8122F 8123G 8126K 8127C 8128C Standard Barricades Permanent Barricade Equipment Pad A (Cast-in-Place or Precast) Equipment Pad B (Cast-in-Place or Precast) Traffic Signal Bracketing (Pole Mounted) Traffic Signal Bracketing (Pedestal Mounted) (3 Sheets) Pedestal Foundation (Traffic Control Signals) P.V.C. Handhole/Pullbox (No Vehicle Load) (2 Sheets) Precast Concrete Hand Hole (Or Pullbox) (2 Sheets) Service Equipment & Pole Traffic Control Signals Ground Mounted Cabinet Foundation Pole Foundation (PA85) Transformer Base and Pole Base Plate (PA85, PA90 and PA100) (2 Sheets) Pedestal and Pedestal Base (For Traffic Control Signals Support) (2 Sheets) Pole and Mast Arm Luminaires and Traffic Lights Assembly (For All Pole Types) (2 Sheets) Pole Foundation (PA90 and PA100) Light Foundation - Design E (40 ft. Pole or Less) (2 Sheets) Light Foundation - Design H (49 ft. Pole) (2 Sheets) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF STANDARD PLATES (Sheet 3 of 4) October 29, 2013
PLATE NO. 8129A 8130E 8132B 8133A 8134B 8150C 8307S 8308A 8309A 8316C 8318C 8326D 8329I 8330G 8331B 8332C 8333B 8337C 8338D 8339A 8340A 8342A 8347A 8350A 8400E 8401C Shim and Washer (Traffic Control Signals and Roadway Lighting) Saw Cut Loop Detectors Preformed Rigid PVC Conduit Loop Detector (3 Sheets) Pole and Mast Arm - Type BA (9 Sheets) Pole Foundation - Type BA (4 Sheets) Installation of Culvert Markers W-Beam Guardrail & End Anchorages (Installation with Wood Posts) (4 Sheets) Reinforced Concrete Median Barrier Type F (Non-Glare Screen Type) Design 8308 (3 Sheets) Reinforced Concrete Median Barrier Type F & Glare Screen Design 8309 (3 Sheets) Post Seat for Anchorage on Footing or Box Culverts Guardrail Anchorage Plate for Bridges and BCT'S Flexible Plastic Glare Screen Eccentric Loader Breakaway Cable Terminal (ELT) (4 Sheets) 3-Cable Guardrail (With Wood Posts) (Assembly Details) (2 Sheets) 3-Cable Guardrail (With Steel Posts) (3 Sheets) Anchor Bolt Cluster for Light Poles 3-Cable Guardrail Anchor (Anchor Details) (4 Sheets) Temporary Portable Precast Concrete Barrier (Type F ) (3 Sheets) W-Beam Guardrail & End Anchorages (Installation with Steel Posts) (4 Sheets) 3-Cable (Steel Posts) to W Beam (Wood Posts) Guardrail Transition 3-Cable (Steel Posts) to W Beam (Steel Posts) Guardrail Transition High-Tension Cable Barrier Line Post Foundation Concrete Design Portable Precast Concrete Barrier Anchors Thrie Beam Anchorage Plate Pipe Railing At Grade Pipe Railing (Adjacent to Sidewalk) 9000 SERIES--MISCELLANEOUS 9000E 9101B 9102D 9303B 9308A 9309G 9320G 9321E 9322K 9323D 9324C 9350A Approaches and Entrances - Recommended Standards Shaping and Sodding of Slopes at Box Culvert Ends Turf Establishment Areas (At Pipe Culvert Ends) Geodetic Survey Disks (Aluminum) (2 Sheets) Survey Monument Cap (2 Sheets) PLS (Public Land Survey) Monument (2 Sheets) Woven Wire Fence (Wood Post) Woven Wire Fence (Steel Post) Chain Link Fence (2 Sheets) Barbed Wire Fence (Wood Post) Barbed Wire Fence (Steel Post) Mailbox Support (Swing-Away Type) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF STANDARD PLATES (Sheet 4 of 4) October 29, 2013
OUTER SHEAR PIN BAR OUTSIDE CIRCUMFERENTIAL STEEL X SEE STIRRUP LENGTH TABLE SHEAR LOCK MAT 4 INNER SHEAR PIN BAR INSIDE CIRCUMFERENTIAL STEEL INSIDE FACE OF PIPE X 0.75 d MAX. 1 5 SECTION X-X SECTION THROUGH PIPE SHEAR LOCK ALTERNATE 2 OUTER SHEAR PIN BAR OUTSIDE CIRCUMFERENTIAL STEEL Y SEE STIRRUP LENGTH TABLE J-BARS 3 INNER SHEAR PIN BAR INSIDE CIRCUMFERENTIAL STEEL 0.75 d MAX. 1 5 Y INSIDE FACE OF PIPE SECTION Y-Y SECTION THROUGH PIPE J-BAR ALTERNATE 2 STEEL SHEAR 1/2 3 1/4 DIA. ROD OR EQUIVALENT SHOP WELD SHEAR STEEL 1/4 DIA. ROD OR EQUIVALENT 6 MAX. 5 INSIDE FACE OF PIPE V-BAR ALTERNATE V-BAR DETAIL STIRRUP LENGTH TABLE PIPE DIA. 48 54 60 66 72 78 84 90 96 102 108 B WALL MIN. LENGTH 3-1/2 4 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 C WALL MIN. LENGTH 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 NOTES: THE SHEAR REINFORCEMENT STEEL USED SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M32. THE REINFORCEMENT BARS SHALL BE GRADE 60. THE ANCHORAGE OF THE SHEAR REINFORCEMENT SHALL BE IN ACCORDANCE WITH SECTION 16 OF AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION. CLEARANCES TO REINFORCEMENT, SHEAR REINFORCEMENT AREAS AND SPACING SHALL BE AS SHOWN ON STANDARD PLATES 3000, 3014 OR THE PRECAST BOX CULVERT SHEETS. ALL SHEAR REINFORCEMENT SHALL BE PINNED. THE SHEAR PIN BARS SHALL BE UNIFORMLY SIZED WITH THE MINIMUM CROSS SECTION AREA OF EACH BAR BEING 0.7 OF THE SHEAR REINFORCEMENT AREA. OTHER FORMS OF SHEAR REINFORCEMENT WILL BE CONSIDERED FOR APPROVAL UPON WRITTEN REQUEST. 1 d = DISTANCE FROM CENTROID OF REINFORCING TO OUTSIDE OF CONCRETE ( d = WALL THICKNESS MINUS 1-1/4 ). 2 STIRRUPS MAY BE SPLICED A MINIMUM OF ONE OVERLAP AT OR NEAR < OF PIPE. 3 THE J-BAR ALTERNATE CAN BE FABRICATED FROM WELDED WIRE FABRIC OR AS APPROVED BY THE ENGINEER. BEND THE WIRE TO FORM A 140 DEGREE OR GREATER HOOK. 4 SHEAR LOCK MATS MAY BE ROTATED EXACTLY 180 DEGREES AT FABRICATOR S OPTON. 5 AS MEASURED ALONG THE INSIDE FACE OF PIPE. APPROVED OCTOBER 29, 2013 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE STANDARD PLATE STATE DESIGN ENGINEER SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES 2501 2503 NO. 3007E
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NO. 5 BARS. PLACE ON TOP OF BOTTOM BARS. TYPICAL ALL COVERS. ONE EXTRA BAR IN THE BOTTOM. CENTER BETWEEN FIRST AND SECOND BAR NEXT TO HOLE. ~ NO. 5 BAR 2' 10" LONG IN BOTTOM TWO ADDITIONAL BOTTOM BARS CENTERED BETWEEN BOTTOM BARS, SEE TABLE FOR SIZE. IF THE HOLE IS LOCATED SO THAT K IS EQUAL TO OR GREATER THAN 1/4 OF THE COVER DIAMETER, SPACE ADDITIONAL BOTTOM BARS ON BOTH SIDES OF THE HOLE. A _j NO. 5 BAR 2' 10" LONG IN BOTTOM ~ ONE EXTRA BAR IN THE BOTTOM. CENTER BETWEEN FIRST AND SECOND BAR NEXT TO HOLE. PLAN OF COVER TOP BARS NOT SHOWN COVER DIAMETER NO. 4 AT 10" EACH WAY TYPICAL ALL COVERS EXCEPT FOR 48" DIA. C.B.---" MIN. PLUG DIA. = 2" TABLE C.B. OR COVER WEIGHT OF M.H. DIA. DIAMETER SECTION 48" 58" 1140 LBS. 6" 54" 65" 1990 LBS. 8" 60" 72" 2510 LBS. 8" 66" 79" 3090 LBS. 8" 72" 86" 3720 LBS. 8" 78" 93" 4400 LBS. 8" 84" 100" 5140 LBS. 8" 90" 107" 5930 LBS. 8" 96" 114" 6770 LBS. 8" 102" 121" 7670 LBS. 8" 108" 126" 12520 LBS. 12" 120" 140" 15560 LBS. 12" T K L 6" 8" 6" 8" 7" 9" 7" 9" 8" 10" 8" 10" 9" 11" 9" 11" 9" 11" 9" 12" 10" 12" 11" 13" MANHOLE DIAMETER SECTION A-A BOTTOM BARS EACH WAY N0.5 AT 6" N0.5 AT 8" N0.5 AT 7" N0.5 AT 7" N0.5 AT 6" N0.5 AT 5" N0.5 AT 5" N0.5 AT 5" N0.6 AT 6" N0.6 AT 5" N0.5 AT 6" N0.5 AT 6" NOTES: AASHTO HS 25 LOADING. MAXIMUM FILL HEIGHT 15 FT. THE NO. 4020 SHALL BE PERMANENTLY MARKED ON THE TOP OF THE COVER. EQUIVALENT STEEL AREAS IN WIRE MESH MAY BE USED. REINFORCEMENT PER SPEC. 3301, GRADE 60. ANY STEEL REINFORCEMENT THAT IS WELDED DURING FABRICATION SHALL MEET THE REQUIREMENTS OF ASTM A 706. REFER TO PLANS FOR STEP REQUIREMENTS, HEIGHT, & DIAMETER. SEE SHEET 12 OF 2lFOR INSTALLATION DETAILS. DESIGNER NOTE: WHEN STRUCTURE IS USED AS A CATCH BASIN, GIVE X & Y COORDINATES OF BOTH THE CENTERLINE FOR A, C, F OR G STRUCTURE AND THE CENTERLINE FOR THE 4020 STRUCTURE. Q) ONLY NECESSARY TO USE BOTTOM LAYER OF STEEL. DESIGNATION: DESIGN DIA. - STANDARD PLATE EXAMPLE= DESIGN 66-4020 APPROVED NOV. 22, 2000 STATE OF MINNESOTA SPECIFICATION STANDARD ------- DEPARTMENT OF TRANSPORTATION REFERENCE PLATE NO. 2506 ij~lt/~... MANHOLE OR CATCH BASIN 4020J STATE DESIGN ENGINEER FOR USE WITH OR WITHOUT TRAFFIC LOADS REVISION DATE 3-22-2013 M.J.E. 1 OF 2
NO. 5 BOTTOM BARS TOP LAYER NO. 5 BOTTOM BARS MIDDLE LAYER NO. 5 BOTTOM BARS BOTTOM LAYER 1-1/2 CLR. A K 27 DIA. - TYP. < A, C, F OR G STRUCTURE REFER TO PLAN FOR CASTINGS REQUIRED. USE ADJUSTING RINGS WHERE NECESSARY. 1 1-1/2 CLR. 1-1/2 CLR. NO. 5 BOTTOM BARS MIDDLE LAYER NO. 5 BOTTOM BARS TOP LAYER 15 MAX. PAY HEIGHT DESIGN A, C, F OR G MANHOLE OR CATCH BASIN VARIABLE MANHOLE OR CATCH BASIN COVER REFER TO PLAN FOR CONE SECTIONS REQUIRED. 1 PLAN NO. 5 BOTTOM BARS BOTTOM LAYER ( 58 DIA. PRECAST COVER OPTION SHOWN) PAY HEIGHT DESIGN 4020 1 MIN. 48 TO 120 3 2 8 8 FOR ALTERNATE PRECAST CONC. BASE, SEE STANDARD PLATE 4011. SECTION VIEW - INSTALLATION 58 COVER DIAMETER K NOTES: 1-1/2 CLR. 6 WHEN STRUCTURE IS USED AS A CATCH BASIN, GIVE X, Y COORDINATES OF BOTH THE CENTERLINE FOR A, C, F OR G STRUCTURE AND THE CENTERLINE FOR THE 4020 STRUCTURE. SEE SHEET 1 OF 2 FOR HANDLING HOLE DETAILS AND ADDITIONAL INFORMATION. 1 PROVIDE A FULL MORTAR BED. MANHOLE DIAMETER SECTION A-A 2 3 WALL CONSTRUCTION MAY BE: CLASS II PRECAST PIPE - STANDARD PLATE 3000 - REINFORCED CONCRETE PIPE; CAST-IN-PLACE CONCRETE MEETING THE REQUIREMENTS OF CLASS II PIPE; OR MASONRY CONSTRUCTION (BRICK OR BLOCK), STANDARD PLATE 4000 - MANHOLE OR CATCH BASIN MASONRY. PROVIDE MORTAR FILLETS TO FIT BOTTOM PORTIONS OF PIPE TO DIRECT FLOW TO OUTLET. APPROVED NOV. 22, 2000 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE STANDARD PLATE STATE DESIGN ENGINEER MANHOLE OR CATCH BASIN FOR USE WITH OR WITHOUT TRAFFIC LOADS 2506 REVISED 10-29-2013 M.J.E. NO. 4020J 2 OF 2
2" 4A1 SPACING.. ;.,.. ;.,.... 0. A l 3-3/8 11 :1: 118" MEASURED FROM face Of 3-318" BARRIER TO OUTSIDE EOGE or LOOP BAR BARRIER ELEVATION VIEW 1' 0" 12' 6" 2' 0" 1' 0" 4'3" ANCHOR BOLT HOLE SPACING 2' 0" 6D1 6D2 6D3 CLOOP BARSI.. 11 2-114"---1 3/4'-----,_ 1 CHAMFER I\! TYPICAL 1---\ - - 5" PLAN VIEW 10" RAD. MAX. ANCHOR BOLT BLOCKOUT = 1'10-112" END VIEW NOTES: THIS BARRIER IS CONSISTENT WITH TYPE SWC09, AS DEnNED IN "A GUIDE TO STAN>ARDIZED HIGHWAY BARRIER HARDWARE." BARRIER SECTIONS SHALL NOT BE PERMA~NTLY INCORPORATED INTO CONSTRUCTION OR MAINTENANCE PROJECTS. AT NO TIME SHALL Tl BARRIERS BE LIF'TEO, MOVED, ETC. BY USE OF' THE LOOP BARS1 601, 602 OR 603. (D MARKED END1 THE MARKED END IS THAT EhtJ OF THE BARRIER HAVING ONE LOOP BAR AT Tt TOP AND TWO LOOP BARS AT THE BOTTOM. EACH BARRIER SHALL BE PERMANENTLY MARKED ON THIS END BY FORMING INTO THE BARRIER THE FOLLOWING INFORMATION: -TYPE 8331C - NAME OR TRADEMARK OF MANUFACTURER - LOCATION or PLANT - DATE MANJFACTURED CMONTH AND YEARI @ LIFTING HOLE - 4-INCH DIAMETER, II-GAUGE STEEL ROUND MECHANICAL TUBING SLEEVE. THESE HOLES ARE OPTIONAL. @ V NOTCH IS OPTIONAL. APPROVED APRIL 11, 2011 STATE or MINNESOTA DEPARTMENT or TRANSPORTATION TEMPORARY PORTABLE PRECAST CONCRETE BARRIER TYPE "F" SPECinCA TION REF'ERENCE 2533 3309 3301 REVISED 3-22-2013 M.J.E. STAI'<IIARD PLATE NO. 8337C 1 or 3
2 10-1/2" 12-6" BARRIER SECTION BILL OF REINFORCING MATERIALS 2 3" TO < BAR 1 5" BAR < 6D3 9" DIA. 6D2 6D1 1 0" 2 9" ELEVATION 4-1/4" 1 4" 1 4" 3/4" 2" 4-1/4" DIA. 2" MIN. DIA. 2 4-1/4" NO. BAR BAR SHAPE OF LENGTH WEIGHT SIZE BARS FT. LBS. 4A1 4 12 6 0" 48.1 6A2 6 6 2 11" 26.3 5B1 4C1 6D1 6D2 5 4 3 2 12 2" 12 2" 38.1 16.3 BILL OF LOOP ASSEMBLY MATERIALS 3 6 2 8 5" 25.3 6 2 7 7" 22.8 6D3 6 2 8 6" 25.5 PLAN 2-3/4" DIA. 4-1/2" 1 3" 2-1/2" DIA. 8" 6-1/2" DIA. LOOP BAR ASSEMBLY BARS 6D1, 6D2, 6D3 1 VERTICAL STIRRUP BAR 4A1 1 4-3/8" BAR 6A2 2-9/16" 5B1 5B1 2" MIN. 7-1/2" 6" 1 2-15/16" 4C1 3" 4C1 1-3/4" MIN. 4A1 4A1 1" VOID AREA FOR LIFTING 8" 5B1 3" 5B1 5B1 5B1 6-1/2" 6" 2" MIN. 1" 3" 4-1/2" 6A2 (AT ANCHOR BOLT LOCATIONS) 1" CL. TO 6A2 BAR SECTION A-A LIFTING SLOT DETAIL SECTION B-B TYPICAL SECTION SECTION C-C TYPICAL SECTION NOTES: DIMENSIONS ARE OUT-TO-OUT OF BARS UNLESS OTHWISE NOTED. CONCRETE SHALL DEVELOP A MINIMUM OF 28-DAY CONCRETE COMPRESSIVE STRENGTH OF NOT LESS THAN 5 KSI. THE CONCRETE SHALL USE A PORTLAND CEMENT SPECIFIED IN AASHTO M 85 FOR TYPE I OR II CEMENT. SECTION: THE SECTION FURNISHED MUST GENERALLY COMPLY WITH DIMENSIONS SHOWN. REQUESTS FOR MINOR VARIATIONS IN SECTION GEOMETRY AND ATTACHMENTS MAY BE SUBMITTED TO THE STATE MATERIALS ENGINEER FOR APPROVAL. LIFTING SLOTS: LIFTING SLOTS SHALL BE CONSTRUCTED WHERE SPECIFIED ON THE PLANS TO FACILITATE THE DRAINAGE OF WATER AFTER INSTALLATION ON THE ROADWAY. 1 2 3 MARKED END SHOWN. INVERT FOR OTHER END. REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO EITHER OF THE FOLLOWING: - EPOXY-COATED DEFORMED BARS AS SPECIFIED IN SPEC. 3301 - SPEC. 3301 DEFORMED AND PLAIN BILLET STEEL REINFORCING BARS FOR USE WITH CALCIUM NITRITE CORROSION INHIBITOR (30% CALCIUM NITRITE SOLUTION, AASHTO M 194, TYPE C) LOOP BARS SHALL BE 0.75" DIA. SMOOTH STEEL BARS, ASTM A709 GRADE 70W OR ASTM A706 GRADE 60. ALTERNATIVE STEEL CHEMISTRY MAY BE USED AS LONG AS THE ALTERNATIVE MATERIAL PROVIDES A MINIMUM YIELD OF 60 KSI, A TENSILE STRENGTH OF NOT LESS THAN 1.25 TIMES THE YIELD STRENGTH BUT A MINIMUM OF 78 KSI, A MINIMUM 14% ELONGATION IN 8", AND PASSING A 180 BEND TEST USING A 3.5D PIN BEND DIAMETER. THE LOOPS SHALL BE INSTALLED WITHIN 1/8" OF THE PLAN DIMENSIONS. APPROVED APRIL 11, 2011 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE STANDARD PLATE STATE DESIGN ENGINEER TEMPORARY PORTABLE PRECAST CONCRETE BARRIER TYPE "F" 2533 3306 3301 REVISED 10-29-2013 M.J.E. NO. 8337C 2 OF 3