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3 Summary of hanges Standard Plan -9. ridge pproach Panel Layout (oncrete arrier on Wingwall) Transmittal Letter No. (-0) General. oncrete mix designations have been updated to match the 0 spec. book. Sheet of. hanged concrete mix to S.. oncrete mix shall be... changed to Use concrete mix... in the fifth note under General Notes.

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5 Summary of hanges Standard Plan -9. ridge pproach Panel Layout (oncrete arrier on pproach Panel) Transmittal Letter No. (-0) General. oncrete mix designations have been updated to match the 0 spec. book. Sheet of. hanged concrete mix to S.. oncrete mix shall be... changed to Use concrete mix... in the fifth note under General Notes.

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7 Summary of hanges Standard Plan -9. Retaining Wall Miscellaneous Details Transmittal Letter No. (-0) General. oncrete mix designations have been updated to match the 0 spec. book.. Specification callouts have been updated to match the 0 spec. book (i.e. 0.F changed to 0..F.) Sheet of. hanged concrete mix Y to.. Removed Y from circled note. Sheet of. hanged concrete mix to G.. hanged concrete mix to P.. SPE.0. changed to SPE SPE.0. changed to SPE SPE.0.F changed to SPE.0..F... SPE.9.D changed to SPE.9..D..

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9 -9. (Sheet of ) Summary of hanges Standard Figure -9. Wood Planking Noise Wall with oncrete Posts Transmittal Letter No. (-0) General:. The standard was updated to add an option to allow surface water to flow beneath the planks.. The notes were updated to active voice and minor drafting corrections were made. Specific hanges:. Under the heading "Notes" a. new first note was added to add type "" walls. b. ircled note was update to active voice and added type "" walls. c. ircled note was updated to use active voice. d. New circled note was added regarding drainage beneath planks.. Detail titles a. The "Wall Type No. " and "Wall Type No. " headings were updated to include wall type "".. Front Elevation View a. ircled note was added to two of the notes.. Detail D and E a. Minor drafting changes to show hidden lines and existing ground line. -9. (Sheet of ) General:. The standard was updated to add an option to allow surface water to flow beneath the planks.. ll notes were updated to active voice.. The requirements to fill post holes with concrete for walls on slopes : or greater was eliminated.. Post reinforcement details & notes were updated. Specific hanges:. Under the heading "Notes" a. ll notes updated to use active voice, with other minor changes. b. ircled note requiring filling of post holes with concrete for walls on slopes : or greater was eliminated. c. ircled note was renumbered to. d. New circled note was added regarding drainage beneath planks e. New circled notes & were added regarding strand spacing in posts. f. New circled note was added regarding reinforcement splices.

10 . Post Details: a. larified reinforcement spacing. Removed circle note. dded circled notes &.. Strand Placement Details a. dded circled notes &.. Section t Post ( locations) a. Removed circled note. dded circled note.. Post Embedment Table a. Removed circled note, added circled note. -9. (Sheet of ) General:. ll notes were updated to active voice. Specific hanges:. Under the heading "Notes" a. ircled note was updated to use active voice.

11 March, 0 MnDOT STNDRD PLNS MNUL Index () TLE OF ONTENTS INDEX NO. SUJET PPROVL REVISION DTE DTE GENERL GRDING PLNS -9.0 Escape Lanes at Major Ramp Exits 0//0-9.0 Standard cceleration and Deceleration Lanes (Rural) 0// ituminous Pavement -9.0 Standard cceleration and Deceleration Lanes (Urban) 0// ituminous Pavement -9. Right and Left-Turn Lanes 0// -9. ( of ) Staking Information Sheet 0/0/ -9. ( of ) Staking Information Sheet 0/0/ SURFING PLNS cceleration and Deceleration Lane (Rural) Rigid Design 0// Mainline Jointed Pavement Ft. Panel Length -9.0 cceleration and Deceleration Lane (Urban) Rigid Design 0// Mainline Jointed Pavement Ft. Panel Length -9. ( of ) oncrete Mainline Pavement Ft. Panel Length Rural 0// -9. ( of ) oncrete Mainline Pavement Ft. Panel Length Urban or 0// oncrete Shoulder -9.9 oncrete Ramp/Loop Pavement Ft. Panel Length 0// -9. ( of ) Pavement Joints ontraction (Design ) and Expansion 0/0/ (Design E) -9. ( of ) Pavement Joints Longitudinal (Design L) 0/0/ -9. ridge pproach Panel Layout 0// (oncrete arrier on Wingwall) -9. ridge pproach Panel Reinforcement Details /0/ 0// (oncrete arrier on Wingwall) -9. ridge pproach Panel Layout 0// (oncrete arrier on pproach Panel) -9. ridge pproach Panel Reinforcement Details /0/ 0// (oncrete arrier on pproach Panel) -9. ridge pproach Panel Miscellaneous Details /0/ 0// -9. ridge pproach Panel Joint Layout 0// 0// -9.9 ridge pproach Panel Joint Details /0/ 0// -9. ridge pproach Panel Drainage Details 0// -9. ( of ) ridge butment pproach Treatment for butment on Footing 0// -9. ( of ) ridge butment pproach Treatment for butment on Footing 0// -9. ( of ) ridge butment pproach Treatment for Integral butments 0// -9. ( of ) ridge butment pproach Treatment for Integral butments 0// -9. Pavement End nchors Under oncrete Pavement 0/0/ (Grades % or Greater) -9.0 ( of ) Pedestrian urb Ramp Details 0/0/ -9.0 ( of ) Pedestrian urb Ramp Details 0/0/ -9.0 ( of ) Pedestrian urb Ramp Details 0/0/ -9.0 ( of ) Pedestrian urb Ramp Details 0/0/ -9.0 ( of ) Pedestrian urb Ramp Details 0/09/

12 March, 0 MnDOT STNDRD PLNS MNUL Index () INDEX NO. SUJET PPROVL REVISION DTE DTE OTHER PLNS -9.0 ( of ) Standard Planting Details // -9.0 ( of ) Standard Planting Details // -9.0 ( of ) Standard Planting Details // -9.0 ( of ) Protection and Restoration of Vegetation // -9. ( of ) Mat Foundation for T-00 Light Tower // -9. ( of ) Mat Foundation for T-0 Light Tower // -9. ( of ) Mat Foundation for T-0 Light Tower // DRINGE ND EROSION ONTROL DETILS -9.0 Permanent Erosion ontrol long Roadways, Ditches, 0/0/ and Flumes -9.0 ( of ) Temporary Sediment ontrol-silt urtain or Silt Fence Type T 0/0/ -9.0 ( of ) Temporary Sediment ontrol-filter erms, Sediment ontrol 0/0/ Logs, and ale arriers -9.0 ( of ) Temporary Sediment ontrol-ditch heck 0/0/ -9.0 ( of ) Temporary Sediment ontrol-storm Drain Inlet Protection 0/0/ -9.0 ( of ) Temporary Sediment ontrol-onstruction Exits 0/0/ -9.0 ( of ) Temporary Sediment ontrol-silt Fence 0/0/ -9.0 ( of ) Temporary Sediment ontrol-super Duty Silt Fence 0/0/ -9.0 Permanent Erosion ontrol long Roadways and at Gore 0/0/ reas & ridge pproach Fills -9.0 Permanent Erosion ontrol ioengineering Soil Stabilization 0/0/ -9.0 Subsurface Drains 0/0/ -9. Subsurface Drains 0/0/ -9. Subsurface Drains 0/0/ -9. Subsurface Drains, Outlet Pipes for Edge and Subcut Drains 0/0/ DJENT FILITIES lank SFETY FETURES ND SPEIL STRUTURES -9.0 ( of ) Guardrail Installations at Medians and End Treatments 0// -9.0 ( of ) Guardrail Installations at Medians and End Treatments 0// -9.0 ( of ) Guardrail Installations at Medians & End Treatments 0// (For New onstruction and Retrofits Without Site Restrictions) -9.0 W-eam Transition to oncrete F-Shape Safety Rail With 0// pproach urb (Steel Post) -9.0 W-eam Transition to oncrete F-Shape Safety Rail With 0// pproach urb (Wood Post) -9.0 W-eam Transition to oncrete J-Shape Safety Rail With 0// pproach urb (Wood Post) ( of ) W-eam Transition to oncrete End Post With or Without 0// pproach urb (Wood Post) ( of ) W-eam Transition to oncrete End Post With or Without 0// pproach urb (Wood Post) -9. ( of ) Thrie eam ullnose Guardrail for Medians (' -/" Width) 0// -9. ( of ) Thrie eam ullnose Guardrail for Medians (' -/" Width) 0// -9. ( of ) Thrie eam ullnose Guardrail for Medians 0// (Wider Than ' -/")

13 March, 0 MnDOT STNDRD PLNS MNUL Index () INDEX NO. SUJET PPROVL REVISION DTE DTE -9. W-eam to Thrie eam Transition 0// -9. W-eam Transition to oncrete J-Shape Safety Rail 0// With pproach urb (Steel Post) -9.9 ( of ) W-eam Transition to oncrete End Post With or Without 0// pproach urb (Steel Post) -9.9 ( of ) W-eam Transition to oncrete End Post With or Without 0// pproach urb (Steel Post) -9.0 Retaining Wall General Notes and Summary of Quantities 0// -9. Retaining Wall Reinforcement Details (Short Walls) 0// -9. Retaining Wall Reinforcement Details (Medium Walls) 0// -9. Retaining Wall Reinforcement Details (Tall Walls) 0// -9. ( of ) Retaining Wall Miscellaneous Details 0// -9. ( of ) Retaining Wall Miscellaneous Details 0// -9. ( of ) Retaining Wall Miscellaneous Details 0// -9. ( of ) Retaining Wall Miscellaneous Details (Geotechnical Details) 0// -9. ( of ) Retaining Wall Miscellaneous Details (Geotechnical Details) 0// -9. ( of ) Retaining Wall Miscellaneous Details (Geotechnical Details) 0// -9. Retaining Wall Shear Lug Details 0// -9. ( of ) Retaining Wall Panel Tabulations (Level Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (Level Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (Level Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (Level Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (V:H Sloped Fill) 0// -9. ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 0// -9. ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 0// -9. ( of ) Retaining Wall Panel Tabulations (Live Load Surcharge) 0// -9.0 ( of ) Retaining Wall (Level Fill) Spread Footing Geometry and Data 0// -9.0 ( of ) Retaining Wall (Level Fill) Pile Foundation Geometry and Data 0// -9. ( of ) Retaining Wall (V:H Sloped Fill) Spread Footing Geometry 0// and Data -9. ( of ) Retaining Wall (V:H Sloped Fill) Pile Foundation Geometry 0// and Data -9. ( of ) Retaining Wall (Live Load Surcharge) Spread Footing 0// Geometry and Data -9. ( of ) Retaining Wall (Live Load Surcharge) Pile Foundation 0// Geometry and Data -9. Retaining Wall oncrete Parapet (Type P-) 0// -9. Retaining Wall oncrete Parapet (Type P-) 0// -9. Retaining Wall oncrete arrier (Type F, TL-) 0// -9. oncrete Retaining Wall Rustication 0// -9.9 ast In Place oncrete Retaining Wall asis of Design 0// -9.0 Modular lock Retaining Wall General Notes /0/ -9. Modular lock Retaining Wall Soil Reinforcement for Level Fill, 0/0/ ase -9. Modular lock Retaining Wall Soil Reinforcement for : Fill 0/0/ Slope, ase -9. Modular lock Retaining Wall Soil Reinforcement for : Fill 0/0/ Slope, ase -9. Modular lock Retaining Wall Details 0/0/

14 March, 0 MnDOT STNDRD PLNS MNUL Index () INDEX NO. SUJET PPROVL REVISION DTE DTE -9. Reinforced Soil Slope General Notes /0/ -9. Reinforced Soil Slope ( Maximum Slope) 0/0/ -9. Reinforced Soil Slope (0 Maximum Slope) 0/0/ -9.9 Reinforced Soil Slope Details 0/0/ -9. ( of ) Wood Planking Noise Wall With oncrete Posts 0// -9. ( of ) Wood Planking Noise Wall With oncrete Posts 0// -9. ( of ) Wood Planking Noise Wall With oncrete Posts 0// -9. ( of ) Glue Laminated Rubrail (oncrete Posts) General Layout 0// -9. ( of ) Glue Laminated Rubrail (oncrete Posts) Rubrail Sections and 0// Spacer lock -9. ( of ) Glue Laminated Rubrail (oncrete Posts) nchor able, 0// nchor Plate, and Splice Plate -9.0 ( of ) Portable Precast oncrete arrier nchoring 0// -9.0 ( of ) Portable Precast oncrete arrier nchoring 0// -9. ( of ) W-eam Transition to Pier olumns Without pproach 0// urb (Steel Post) -9. ( of ) W-eam Transition to Pier olumns Without pproach 0// urb (Steel Post) -9. ( of ) ox eam Transition to oncrete F-Shape arrier 0// -9. ( of ) ox eam Transition to oncrete F-Shape arrier (Details) 0// -9. ( of ) ox eam Transition to oncrete F-Shape arrier (urb 0// Transition and Splice Details) -9. High Tension able arrier Median Placement and Overlap 0//

15 SHLD. PVEMENT WIDTH SHLD. SHLD. PVEMENT WIDTH SHLD. SHOULDER GUTTER LINE SHOULDER WHEN SKEW IS OVER, THE JOINT SHLL E PERPENDIULR TO GUTTER FOR '. SEE GRDING PLNS FOR PVEMENT ND SHOULDER WIDTHS ND ONFIGURTION. PNEL SIZE ND REQUIREMENTS FOR TRNSVERSE ND LONGITUDINL JOINTS RE SHOWN ON STNDRD PLNS -9. ND RIDGE RIDGE < RODWY 0" GUTTER LINE 00" 00" SHOULDER PPROH PNEL PPROH PNEL PPROH PNEL PLN SQURE TO 0 SKEW, RRIER ON WINGWLL PLE N "X" IN THE PPROPRITE OX TO INDITE THE EXPNSION JOINT TYPE. SHOULDER GUTTER LINE RIDGE RIDGE SEE SKEW DETIL "E" T RIGHT SHOULDER < RODWY GUTTER LINE SHOULDER GUTTER LINE SHOULDER EDGE OF PPROH PNEL 00" EH NONE PPROH PNEL PPROH PNEL PLN PPROH PNEL OVER 0 SKEW, RRIER ON WINGWLL PPROH PNEL PLN VIEW SHOULD E MODIFIED/MIRRORED TO SHOW TUL SKEW ORIENTTION, WINGWLL ND UR TRNSITION ONFIGURTION, ND TRFFI DIRETION RROWS. LIENSED PROFESSIONL ENGINEER PLE N "X" IN THE PPROPRITE OX TO INDITE THE EXPNSION JOINT TYPE. DTE -9. TITLE: SKEW DETIL "E" RIDGE PPROH PNEL LYOUT (ONRETE RRIER ON WINGWLL) RIDGE NO. STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS -/" -/" ' " ONRETE RRIER NOTES: SEE STNDRD PLN -9. FOR DRINGE DETILS ND DDITIONL REQUIREMENTS. SEE ORNER DETIL "D" T RIGHT UR DESIGN SHOWN. SEE STNDRD PLTES FOR UR DETILS. EH QUNTITY SHLL E PID FOR SEPRTELY, MESURED FROM K OF TYPIL 0' 0" UR TO K OF UR. GENERL NOTES: SHOULDER 0" EXPNSION JOINT TYPE - (TYPIL) EH NONE 0" 0" 0' 0" SEE ORNER DETIL "D" T RIGHT 0' 0" END OF RIDGE ONRETE RRIER SEE RIDGE PLN EDGE OF WINGWLL ' 0" UR TRNSITION ' 0" ' 0" UR ORNER DETIL "D" (PLN VIEW) TYPIL EXPNSION JOINT TYPE - (TYPIL) > ' ERTIFIED Y STNDRD PLN SHEET NO. STNDRD PPROVED: (PLN VIEW) PRINTED NME: LI. NO. : : : : : : FOR ONRETE PVEMENT, SEE STNDRD PLN -9. FOR LUG REQUIREMENTS. SETION - IS SHOWN ON STNDRD PLN -9.. SETIONS - ND - RE SHOWN ON STNDRD -9. ND SHOW THE STTION ND ELEVTION T END LOTIONS ON THE PPROH PNEL. ONRETE SILL IS REQUIRED ENETH EXPNSION JOINT TYPE EH. EXTEND THE EXPNSION JOINT ND THE SILL LONG THE FULL WIDTH OF THE TRFFI LNES, SHOULDERS ND UR. ENSURE THT SILL DOES NOT INTERFERE WITH GURDRIL POST PLEMENT. ONRETE SILL ND URING, IF REQUIRED, RE INLUDED IN THE PPROH PNEL PY ITEM. T THE END OF THE ONRETE RRIER, TRNSITION FE OF -INH UR INTO PROFILE OF ONRETE RRIER. SEE UR TRNSITION DETILS ON STNDRD PLN -9.. IF THERE IS NO RODWY UR T THE END OF THE PPROH PNEL, TRNSITION THE PPROH PNEL UR HEIGHT FROM INH TO 0 INH IN THE LST " SETION (:0 OR FLTTER SLOPE). GENERL DRINGE DETILS RE SHOWN ON RIDGE PPROH PNEL DRINGE DETILS, STNDRD PLN -9.. DDITIONL TH SIN DETILS RE SHOWN ON DRINGE PLN SHEETS. USE ONRETE MIX S FOR PPROH PNEL ND SILL. REFER TO MNDOT SPE. 0 FOR DDITIONL INFORMTION. FERURY, 0 FERURY, 0-9. : :

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17 RIDGE PPROH PNEL RODWY TYP. TYP. TYP. R NO. LENGTH SHPE LOTION OTTOM LONGITUDINL TOP LONGITUDINL OTTOM TRNSVERSE TOP TRNSVERSE OTTOM TRNSVERSE TOP TRNSVERSE OTTOM TRNSVERSE TOP TRNSVERSE GUTTERLINE RODWY < '' PPROH PNEL GUTTERLINE RRIER SEE RIDGE PLN WINGWLL SEE RIDGE PLN OTTOM TRNSVERSE TOP TRNSVERSE '' LL LP SPLIES SHLL E STGGERED SUH THT NO MORE THN 0% OF RER IS SPLIED T THE SME LOTION. VR. SEE STNDRD PLN -9. FOR UR TRNSITION LOTION. " PE " MX. O.. PRLLEL TO RODWY (TOP) -9. TITLE: (ONRETE RRIER ON WINGWLL) STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS SEGMENT I RIDGE PPROH PNEL RODWY TO TO TO TO TO TO OTTOM LONGITUDINL TOP LONGITUDINL '' LR. '' PPROH PNEL WIDTH PPROH PNEL WIDTH UR SILL PNEL (SQ. TO 0 ) PNEL SEGMENT I (OVER 0 ) PNEL SEGMENT II (OVER 0 ) RIDGE TO END OF PPROH PNEL RIDGE TO ONTRTION JOINT ONTRTION JOINT TO END OF PPROH PNEL.0 FT. UR TRNSITION SILL (IF REQUIRED). L./SQ. YD.. L./SQ. YD. PERMISSILE LONGITUDINL JOINT '' " LR. " " MX. SPG. " SQURE TO 0 SKEWS OVER 0 SKEWS POINT OF STTION & ELEVTION '' LER OVER POINT OF STTION & ELEVTION SEE JOINT DETIL ON STNDRD -9.9 " " LER OVER " " " " MX. SPING SEE PLN VIEW FOR R SIZE & SPING SPING ONLY FOR INTEGRNT UR. SEE UR DETIL FOR SPING FOR USING UR ND GUTTER. " = 0" " MX. SPING " P0E OTTOM P0E OTTOM " " MX. SPG. PRLLEL TO RODWY " SEGMENT II P0E (OT.) P0E (OT.) " P09E (OT.) " " POINT OF STTION & ELEVTION " " MX. SPG. PRLLEL TO RODWY " " " " " 0" " MX. SPG. 0" " MX. SPG. " MX. SPG. 0" TYPE LOTION ESTIMTIED WEIGHT SER. OF SER. OF 9.0 LS/EH.0 LS/LIN FT. " LER OVER SER. OF SER. OF SER. OF SER. OF " P0E " MX. O.. PRLLEL TO RODWY (TOP) P0E " MX. O.. PRLLEL TO RODWY (OTTOM) " MX. SPG. PRLLEL TO RODWY " MX. SPG. PRLLEL TO RODWY " MX. SPG. PRLLEL TO RODWY SKEW IN SEGMENT II. " SEGMENT I ND PE RE PRRLLEL TO 0 TOP & OTTOM EDGE TOP & OTTOM EDGE GUTTERLINE POINT OF STTION & ELEVTION RODWY < GUTTERLINE -/" LER OVER POINT OF STTION & ELEVTION POINT OF STTION & ELEVTION P0E '' O.. UR TRNSITION SEE -9. FOR R SPING ND SIZE '0" = '0" FOR P0E (TOP), PE (TOP), PE (OTTOM) FOR P0E (TOP), PE (TOP), PE (OTTOM) P09E '' O.. '' LER OVER '' PPROH PNEL FOR P0E (OTTOM) FOR P0E (OTTOM) PE " MX. O.. PRLLEL TO RODWY (OTTOM) ( " 0" MX.) FROM STNDRD PLN -9. " ESTIMTED REINFOREMENT QUNTITY FOR RIDGE PPROH PNELS PPROH PNEL REINFOREMENT SEE DETIL "E" SEE DETIL "E" PPROH PNEL REINFOREMENT ONTRTION JOINT SEE SHEET -9. FOR DETILS ND R PLEMENT NOTES:.0 LS/SQ. YD. ILL OF REINFOREMENT FOR RIDGE PPROH PNELS ONTRTOR IS REQUIRED TO OMPLETE THE ILL OF REINFOREMENT TLE ND PREPRE SHOP DRWINGS ND SUMIT THEM TO THE PROJET ENGINEER T LEST WEEKS EFORE RER FRITION. TOP ORNER - FN UR (DESIGN INTEGRL SHOWN) KFILL TO THE TOP OF UR (INIDENTL) (TYPIL). " LR. " LR. DOWEL R SEE RIDGE PLN DETIL "E" GENERL NOTES: 0 H-D JOINT TRNSVERSE SETION - FROM STNDRD PLN -9. STNDRD PLTE 00 UR (DESIGN INTEGRL SHOWN) LR. PPROH SL THIKNESS IS " (" MONOLITHI OR 0" SL + " WERING OURSE). HEK RIDGE PLNS FOR ONRETE WERING OURSE, WHIH IS INLUDED IN RIDGE PLN QUNTITIES. " LR. " LR. UR DETIL ( UR ND GUTTER SHOWN) IF THE PPROH PNEL IS TIED TO THE RIDGE UTMENT WITH REINFOREMENT RS, PLE MIL POLYETHYLENE SHEETING (OR LYERS OF MIL) UNDER THE LIMITS OF THE PPROH PNEL TO LLOW THE PNEL TO MOVE LONGITUDINLLY ON THE GRDE. SHEETING IS INLUDED IN THE PPROH PNEL PY ITEM. TRNSVERSE SETION - STNDRD PLN SHEET NO. STNDRD PPROVED: RIDGE PPROH PNEL REINFOREMENT DETILS " " P0E OTTOM & P0E TOP P0E (TOP & OT.) EXTEND ND/OR UT REINFORING S NEESSRY TO OMMODTE UR TRNSITION IF PRESENT. REINFOREMENT MUST EXTEND INTO UR S SHOWN IN TRNSVERSE SETIONS - ND -. DEEMER 0, 0 DEEMER 0, 0-9. PE OTTOM & PE TOP " " P0E (T) P0E (TOP) PE (T) P0E (TOP) P0E (TOP) TRNSVERSE RS IN OTH PNEL SEGMENTS RE PERPENDIULR TO RODWY ENTERLINE EXEPT P0E RE PRLLEL TO SKEW IN LONGITUDINL RS IN OTH PNEL SEGMENTS RE PRLLEL TO RODWY ENTERLINE. P0E TOP P0E TOP P0E () PE () PE (TOP & OT.) P0E P0E P0E P0E P0E P0E P0E P0E P0E P09E P0E P0E '' MX. O.. PRLLEL TO SKEW P0E '' MX. O.. PRLLEL TO SKEW FN -P0E RS S SHOWN IN UTE ORNERS FOR SKEWS OVER 0. PE PE PE PE PE PE S PER MNDOT SPE. 0, USE EPOXY OTED GRDE 0 REINFOREMENT RS IN PPROH PNEL, ONRETE SILL ND UR TRNSITION. RS MRKED WITH THE SUFFIX "E" SHLL E EPOXY OTED IN ORDNE WITH Mn/DOT SPE. 0. FOR VRILE RODWY WIDTHS, VRY THE LP LENGTH OF THE REINFOREMENT. MINIMUM REINFOREMENT LP LENGTHS RE S FOLLOWS: NO. R = ", NO. R = ", NO. R = ". REVISION DTE --0

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19 SHLD. PVEMENT WIDTH SHLD. SHLD. PVEMENT WIDTH SHLD. SEE STNDRD PLN -9. FOR DRINGE DETILS ND DDITIONL REQUIREMENTS. 0' 0" SEE GRDING PLNS FOR PVEMENT ND SHOULDER WIDTHS ND ONFIGURTION. WHEN SKEW IS OVER, THE JOINT SHLL E PERPENDIULR TO GUTTER FOR '. PNEL SIZE ND REQUIREMENTS FOR TRNSVERSE ND LONGITUDINL JOINTS RE SHOWN ON STNDRD PLNS -9. ND " 0" 00" 00" PPROH PNEL PPROH PNEL 0" 0" 0' 0" RIDGE PLE N "X" IN THE PPROPRITE OX TO INDITE THE EXPNSION JOINT TYPE. 0' 0" ' 0" ' 0" SEE SKEW DETIL "E" T RIGHT 0' 0" PLE N "X" IN THE PPROPRITE OX TO INDITE THE EXPNSION JOINT TYPE. SKEW DETIL "E" EDGE OF PPROH PNEL LIENSED PROFESSIONL ENGINEER DTE -9. RIDGE PPROH PNEL LYOUT (ONRETE RRIER ON PPROH PNEL) RIDGE NO. STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS -/" -/" ' " NOTES: SHOULDER RIDGE RIDGE SHOULDER EH QUNTITY SHLL E PID FOR SEPRTELY, MESURED FROM K OF UR TO K OF UR. SHOULDER SHOULDER GUTTER LINE EXPNSION JOINT TYPE - (TYPIL) EH NONE GENERL NOTES: PPROH PNEL PLN SQURE TO 0 SKEW, RRIER ON PPROH PNEL SHOULDER GUTTER LINE RIDGE SEE ORNER DETIL "D" T RIGHT SHOULDER ONRETE RRIER END OF RIDGE ONRETE RRIER SEE RIDGE PLN. GUTTER LINE UR TRNSITION ' 0" SHOULDER GUTTER LINE SHOULDER ORNER DETIL "D" (PLN VIEW) PPROH PNEL PLN OVER 0 SKEW, RRIER ON PPROH PNEL EXPNSION JOINT TYPE - (TYPIL) EH NONE ' > (PLN VIEW) ERTIFIED Y STNDRD PLN SHEET NO. STNDRD PPROVED: TITLE: PRINTED NME: LI. NO. GUTTER LINE < RODWY UR DESIGN SHOWN. SEE STNDRD PLTES FOR UR DETILS. < RODWY UR PPROH PNEL PPROH PNEL : : : : : : EDGE OF PPROH PNEL PPROH PNEL PLN VIEW SHOULD E MODIFIED/MIRRORED TO SHOW TUL SKEW ORIENTTION, RRIER LENGTH, WINGWLL ND UR TRNSITION ONFIGURTION ND TRFFI DIRETION RROWS. : : SEE NOTE ND OORDINTE RRIER LENGTH WITH RIDGE DESIGNER. 0" MINIMUM LENGTH IS FOR TL- RRIER. TL- RRIER REQUIRES SPEIL DESIGN, ONTT THE RIDGE DESIGNER. TO OMMODTE GURDRIL ONNETION ND RSH TEST REQUIREMENTS THE ONRETE RRIER MUST EXTEND 0" MINIMUM ONTO THE PPROH PNEL. FOR PRLLEL WINGWLLS THE RRIER MUST EXTEND 0" MINIMUM ON TO THE PPROH PNEL OR TO THE END OF THE WINGWLL, WHIH EVER IS LONGER. REFER TO RIDGE PLN FOR RRIER REINFOREMENT ND PYMENT. FOR ONRETE PVEMENT, SEE STNDRD PLN -9. FOR LUG REQUIREMENTS. SETION - IS SHOWN ON STNDRD PLN -9.. SETIONS - ND - RE SHOWN ON STNDRD PLN -9. ND SHOW THE STTION ND ELEVTION T END LOTIONS ON THE PPROH PNEL. ONRETE SILL IS REQUIRED ENETH EXPNSION JOINT TYPE EH. EXTEND THE EXPNSION JOINT ND THE SILL LONG THE FULL WIDTH OF THE TRFFI LNES, SHOULDERS ND UR. ENSURE THT SILL DOES NOT INTERFERE WITH GURDRIL POST PLEMENT. ONRETE SILL ND URING, IF REQUIRED, RE INLUDED IN THE PPROH PNEL PY ITEM. T THE END OF THE ONRETE RRIER, TRNSITION FE OF -INH UR INTO PROFILE OF ONRETE RRIER. SEE UR TRNSITION DETILS ON STNDRD PLN -9. IF THERE IS NO RODWY UR T THE END OF THE PPROH PNEL, PPROH PNEL UR HEIGHT FROM INH TO 0 INH IN THE LST " SETION (:0 OR FLTTER SLOPE). GENERL DRINGE DETILS RE SHOWN ON RIDGE PPROH PNEL DRINGE DETILS, STNDRD PLN -9.. DDITIONL TH SIN DETILS RE SHOWN ON DRINGE PLN SHEETS. USE ONRETE MIX S FOR PPROH PNEL ND SILL. REFER TO MNDOT SPE. 0 FOR DDITIONL INFORMTION. FERURY, 0 FERURY, 0-9.

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21 TYP. TYP. TYP. " '' PPROH PNEL -9. STTE PROJ. NO. RIDGE PPROH PNEL REINFOREMENT DETILS (ONRETE RRIER ON PPROH PNEL) (TH ) SHEET NO. OF SHEETS " " MX. SPG. " P0E (OT.) P0E (OT.) " P09E (OT.) '' LER OVER '' P0E " MX. O.. PRLLEL TO RODWY (TOP) '' " " MX. SPG. PRLLEL TO RODWY " " MX. SPG. PRLLEL TO RODWY " " " " " " 0" " MX. SPG. 0" " MX. SPG. " MX. SPG. ' 0" " " MX. SPG. PRLLEL TO RODWY " " '' " LR. '' LER OVER '' PPROH PNEL PE " MX. O.. PRLLEL TO RODWY (OTTOM) '' '' PPROH PNEL REINFOREMENT PPROH PNEL REINFOREMENT SEE DETIL "F" PPROH PNEL POLYSTYRENE TYPE P0E '' MX. O.. " LR. " LR. DETIL "F" " TRNSVERSE SETION - " LER OVER LL LP SPLIES SHLL E STGGERED SUH THT NO MORE THN 0% OF RER IS SPLIED T THE SME LOTION. " 0" = 0" " " " MX. SPING " " LR. P09E '' MX. O.. " LR. " = 0" UR DETIL " MX. SPING TRNSVERSE SETION - ( " 0" MX.) " " ESTIMTED REINFOREMENT QUNTITY FOR RIDGE PPROH PNELS RRIER SEE RIDGE PLN GUTTERLINE RODWY < GUTTERLINE NOTES: UR SILL DETIL "E" RIDGE TO ONTRTION JOINT.0 FT. UR TRNSITION SILL (IF REQUIRED) ILL OF REINFOREMENT FOR RIDGE PPROH PNELS R NO. LENGTH SHPE LOTION OTTOM LONGITUDINL TOP LONGITUDINL OTTOM TRNSVERSE TOP TRNSVERSE OTTOM TRNSVERSE TOP TRNSVERSE WINGWLL SEE RIDGE PLN GENERL NOTES: TITLE: SEGMENT I RIDGE PPROH PNEL RODWY TYPE LOTION ESTIMTED WEIGHT SQURE TO 0 SKEWS POINT OF STTION & ELEVTION -/ " LER OVER POINT OF STTION & ELEVTION POINT OF STTION & ELEVTION OVER 0 SKEWS PNEL (SQ. TO 0 ) PNEL SEGMENT I (OVER 0 ) PNEL SEGMENT II (OVER 0 ) RIDGE TO END OF PPROH PNEL ONTRTION JOINT TO END OF PPROH PNEL TO TO TO TO TO TO. L./SQ. YD. OTTOM TRNSVERSE TOP TRNSVERSE OTTOM TRNSVERSE TOP TRNSVERSE OTTOM LONGITUDINL TOP LONGITUDINL PPROH PNEL WIDTH. L./SQ. YD. ONTRTOR IS REQUIRED TO OMPLETE THE ILL OF REINFOREMENT TLE ND PREPRE SHOP DRWINGS ND SUMIT THEM TO THE PROJET ENGINEER T LEST WEEKS EFORE RER FRITION. GUTTERLINE RODWY < GUTTERLINE P0E OTTOM SEGMENT II SER. OF SER. OF SER. OF SER. OF SER. OF SER. OF.0 LS/SQ. YD 9.0 LS/EH.0 LS/LIN FT. PPROH PNEL WIDTH POINT OF STTION & ELEVTION -/" LER OVER POINT OF STTION & ELEVTION POINT OF STTION & ELEVTION VR. PPROH PNEL WIDTH FROM STNDRD PLN -9. LR. DOWEL R SEE RIDGE PLN TOP & OTTOM EDGE PERMISSILE LONGITUDINL JOINT SEE PLN VIEW FOR R SIZE & SPING FOR P0E (OTTOM) FOR P0E (OTTOM) RIDGE PPROH PNEL RODWY SEE DETIL "E" MTH PROJETION ON RIDGE DOWEL R SEE RIDGE PLN SEE DETIL "E" ONTRTION JOINT SEE SHEET -9. FOR DETILS ND R PLEMENT K FE OF RRIER " " WINGWLL SEGMENT I ND PE RE PRRLLEL TO SKEW IN SEGMENT II. 0 TOP & OTTOM EDGE TOP ORNER - FN 0 H-D JOINT KFILL TO THE TOP OF UR (INIDENTL) (TYPIL). S PER MNDOT SPE. 0, USE EPOXY OTED GRDE 0 REINFOREMENT RS IN PPROH PNEL, ONRETE SILL ND UR TRNSITION. STNDRD PLTE 00 FROM STNDRD PLN -9. ONRETE RRIERS RE SHOWN, UT MY NOT E PRESENT. REFER TO RIDGE PLNS FOR END OF RRIER LOTIONS. UR (DESIGN INTEGRL SHOWN) LR. SPING ONLY FOR INTEGRNT UR. SEE UR DETIL FOR SPING FOR USING UR ND GUTTER. ( UR ND GUTTER SHOWN) IF THE PPROH PNEL IS TIED TO THE RIDGE UTMENT WITH REINFOREMENT RS, PLE MIL POLYETHYLENE SHEETING (OR LYERS OF MIL) UNDER THE LIMITS OF THE PPROH PNEL TO LLOW THE PNEL TO MOVE LONGITUDINLLY ON THE GRDE. SHEETING IS INLUDED IN THE PPROH PNEL PY ITEM. SEE STNDRD PLN -9. FOR UR TRNSITION LOTION. STNDRD PLN SHEET NO. STNDRD PPROVED: " " TYP. PPROH PNEL WIDTH " MX. SPG. PRLLEL TO RODWY " MX. SPG. PRLLEL TO RODWY P0E OTTOM TYP. P0E OTTOM & P0E TOP P0E '' MX. O.. P0E (TOP & OT.) TYP. UR TRNSITION (IF PRESENT) SEE -9. FOR R SPING ND SIZE PPROH SL THIKNESS IS " (" MONOLITHI OR 0" SL + " WERING OURSE). HEK RIDGE PLNS FOR ONRETE WERING OURSE, WHIH IS INLUDED IN RIDGE PLN QUNTITIES. EXTEND ND/OR UT REINFORING S NEESSRY TO OMMODTE UR TRNSITION IF PRESENT. REINFOREMENT MUST EXTEND INTO UR S SHOWN IN TRNSVERSE SETIONS - ND -. SEL WITH SELF-LEVELING SILIONE PER MNDOT. DEEMER 0, 0-9. PE OTTOM & PE TOP " " P0E (T) PE (T) P0E (TOP) P0E (TOP) P0E (TOP) TRNSVERSE RS IN OTH PNEL SEGMENTS RE PERPENDIULR TO RODWY ENTERLINE EXEPT P0E RE PRLLEL TO SKEW IN LONGITUDINL RS IN OTH PNEL SEGMENTS RE PRLLEL TO RODWY ENTERLINE. P0E TOP P0E TOP P0E () PE () PE (TOP & OT.) P0E FN -P0E RS S SHOWN IN UTE ORNERS FOR SKEWS OVER 0. P0E P0E P0E P0E P0E P0E P0E P0E P09E P0E PE PE PE PE PE PE P0E " MX. O.. PRLLEL TO RODWY (OTTOM) RS MRKED WITH THE SUFFIX "E" SHLL E EPOXY OTED IN ORDNE WITH MnDOT SPE. 0. FOR VRILE RODWY WIDTHS, VRY THE LP LENGTH OF THE REINFOREMENT. MINIMUM REINFOREMENT LP LENGTHS RE S FOLLOWS: NO. R = ", NO. R = ", NO. R = ". P0E '' MX. O.. FOR P0E (TOP), PE (TOP), PE (OTTOM) FOR P0E (TOP), PE (TOP), PE (OTTOM) PE " MX. O.. PRLLEL TO RODWY (TOP) REVISION DTE --0 DEEMER 0, 0

22 THIS PGE INTENTIONLLY LEFT LNK

23 SHER h " (STEM) h " TYPE F RRIER DETIL (STEM) " " " LOTION OPTIONS ("` SMOOTH FINISH T EH FE) ONSTRUTION JOINT FRONT FE OF WLL SEE DETIL "" R Q R K R L EH FE ONSTRUTION JOINT LOTION OPTIONS ("` SMOOTH FINISH T EH FE) FRONT FE OF WLL SEE DETIL "" FINISHED GUTTERLINE ELEVTION R Q R K " OPING OPTION SHOWN " OPING OPTION SHOWN - REMOVE PRIOR TO PLOTTING FINL PLN REFULLY REVIEW THE DIMENSIONS OF THE OPING T THE TOP OF THE WLL S IT WILL NEED TO E MODIFIED DEPENDING ON THE MOUNT OF TEXTURE RELIEF OF THE FORM LINER. IF THE RETINING WLL UTS RIDGE OR RIDGE WING WLL, E SURE TO OORDINTE THESE DETILS WITH THE RIDGE DESIGNER. SEE NOTES ND. " R L EH FE PULL UP TO " LR. ONSTRUTION JOINT LOTION OPTIONS ("` SMOOTH FINISH T EH FE) FRONT FE OF WLL SEE DETIL "" " OPING DETIL h " ONRETE PRPET P-, SEE PRPET SHEETS FOR DDITIONL DETILS. TYPE F RRIER, SEE RRIER SHEETS FOR DDITIONL DETILS. " 0" PROJETION " (STEM) " ONSTRUTION JOINT LOTION OPTIONS ("` SMOOTH FINISH T EH FE) FRONT FE OF WLL SEE DETIL "" R Q FINISHED GUTTERLINE ELEVTION R K " " OPING OPTION SHOWN R L EH FE " ONRETE PRPET P- DETIL ONRETE PRPET P-, SEE PRPET SHEETS FOR DDITIONL DETILS. " 0" PROJETION ONRETE PRPET P- DETIL REVISION: PPROVED: FERURY, 0 STTE RIDGE ENGINEER STRU. ON. () " STRUT. ON. () STRU. ON. () " MX. " UTILITY LOKOUT DETIL KEY - REMOVE PRIOR TO PLOTTING FINL PLN RER TO E DESIGNED Y STRUTURL ENGINEER TOP OF FOOTING OTTOM OF FOOTING " POLYSTYRENE TYPE S SHOWN " LR. LOKOUT FOR UTILITY EXTEND RERS S SHOWN TO EFFETIVELY SPRED LOD TO DJENT RS UTILITY DD DDITIONL VERTIL RERS ON EH SIDE OF LOKOUT TO REPLE UT VERTIL RERS PIPE UNDER SPRED FOOTING (THROUGH SHER KEY) TOP OF FOOTING OTTOM OF FOOTING " POLYSTYRENE TYPE S SHOWN UTILITY PILE 0" PIPE THROUGH PILE FOOTING NOTES: RHITETURL TRETMENT OPTION ON FRONT FE OF RETINING WLL, INLUDING OPING OR HORIZONTL REVEL OPTION TO E DETERMINED Y MnDOT. REFER TO PRPET OR RRIER SHEETS FOR DDITIONL INFORMTION INLUDING Q R PLEMENT DETILS, ND PYMENT. FIELD UT/DJUST VERTIL ND HORIZONTL REINFOREMENT S NEESSRY TO LER LOKOUT. PLE REINFOREMENT S SHOWN. MODIFY S NEEDED FOR INTERRUPTION. THE THIKNESS OF THE RHITETURL ONRETE TEXTURE VRIES WITH THE RHITETURL ONRETE VRIES TEXTURE OR RUSTITION TEXTURE RELIEF. THE STRUTURL ONRETE QUNTITIES DO NOT INLUDE THE MTERIL WITHIN THE RHITETURL ONRETE TEXTURE. MTERIL NEEDED FOR THE TEXTURING SHLL E INIDENTL. SEE SPEIL " LR DISTNE T POINT PROVISIONS. TEXTURE RELIEF TO DHERE TO FHW RSH RRIER FF OF MX TEXTURE RELIEF GUIDNE WHENEVER THE WLL FE IS INSIDE OR NER THE LER ZONE. FOR RETINING WLLS THT UT RIDGE OR RIDGE WING WLL, NOTE THT THE DESIGNTION OF "FRONT FE" MY VRY FROM THE RIDGE PLNS TO RHITETURL ONRETE TEXTURE " LR. THE RETINING WLL PLNS. OR RUSTITION POINT OF MX. TEXTURE RELIEF F DETIL "" STNDRD SHEET NO. TITLE: -9. ( OF ) STNDRD PPROVED: RETINING WLL MISELLNEOUS DETILS FERURY, 0 STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS FERURY, 0-9. ( OF )

24 R TOP R OTTOM R TOP R OTTOM R TOP R OTTOM R TOP R OTTOM " LR. R G R G R H R G R H R H R L R H R R R R G (SPRED FOOTING SHOWN) (SPRED FOOTING SHOWN) " LR. FRONT FE R L " LR. R H R L R W SPE WITH R L R L R L R Y SPE WITH R L R W SPE WITH R L R G NOTES: " TYP. R L FRONT FE INSIDE ORNER DETIL - PLN VIEW R TOP, R OT. " STEPPED FOOTING DETIL - LONGIT. SETION STEPPED FOOTING DETIL - LONGIT. SETION STNDRD SHEET NO. STNDRD PPROVED: UGUST, 0 TITLE: " LR. ILL OF REINFOREMENT FOR STEPPED FOOTING DETILS ILL OF REINFOREMENT FOR ORNER DETILS STEP TYPE OT. OF FOOTING OT. OF FOOTING R INSIDE OR STTION JOINT MRK NO. LENGTH - DIMENSION STTION JOINT R MRK NO. LENGTH (VR. OF ) EL. LOW END EL. HIGH END (,, V) OUTSIDE ORNER U E W Y Y ST. " LR. " LR. ONST. JOINT ND " X " KEYWY PNEL PNEL SPING ONST. JOINT ND " x " KEYWY PNEL ST. PNEL ST. " LR. " LR. R TOP, R OT. SPED T OUT " SPED T OUT " INH MX. SPING. RS TO E SME TYPE S R OF THE LOWER FOOTING. TYPE - MINIMUM STEP HEIGHT REFER TO DETIL "" ND NOTES ON STNDRD PLN -9. ( OF ). R V R W R Y STTE PROJ. NO. RETINING WLL MISELLNEOUS DETILS (TH ) SHEET NO. OF SHEETS 0" 0" 0" 0" < " ORK ND DOWEL JOINT OVE IN PNEL. REQUIRED T LL STEPS R V T 0'' MX. < " ORK ND DOWEL JOINT OVE IN PNEL REQUIRED T LL STEPS R V T 0'' MX. SPING 0" 0" -9. ( OF ) 0" (MX.) " SHPE - DIMENSION E V Y E E E V V U W Y Y E E E E Y E U E V W E Y E V Y Y U E E E V V V V V V R Y SPE WITH R L W Y Y Y E E E E R U SPE WITH R L " " 00" TO 0" (PORTION OF STEM) R U R V LENGTH FORMUL = STEP HEIGHT MINUS 0" ( -DIMENSION ) 9" " 0" TO 00" (PORTION OF STEM) 00" TO 00" (PORTION OF STEM) SEE LENGTH FORMUL " R STEP HEIGHT R U SPE WITH R L " " " 9" " " 9" " " " " 9" " 9" " " " " " " 9" " " 9" " = NOT PPLILE = NOT PPLILE " " 9" " " 9" " OUTSIDE ORNER DETIL - PLN VIEW ONTRTOR IS REQUIRED TO OMPLETE THE ILL OF REINFOREMENT TLE ND SUMIT TO PROJET ENGINEER T LEST WEEKS PRIOR TO RER FRITION. FOR THE LOWER OF THE TWO FOOTINGS T STEP, THE ONTRTOR IS RESPONSILE FOR MODIFYING THE LENGTH OF R TO EXTEND ENETH THE STEP OR USE SPLIED RS. REFER TO TLE LELED "ILL OF REINFOREMENT FOR STEPPED FOOTING DETILS" FOR DDITIONL ND RS IN LOWER FOOTING. USE THE R Y LEG DIMENSION FOR THE PORTION OF STEM LOTION INDITED IN THE R END IN DETIL. (00" REPRESENTS TOP OF THE STEM). R V SIZE TO MTH R. SEE PNEL TULTIONS FOR SIZE. SEE PNEL TULTIONS FOR R SIZE ND LENGTH. STEP HEIGHT (REMOVE PRIOR TO PLOTTING FINL PLN): FOR WLLS WITH ORNERS, FILL IN THE FIRST OLUMNS OF THE ILL OF REINFOREMENT. (REMOVE PRIOR TO PLOTTING FINL PLN): OT. OF FOOTING HIGH END FOR STEPPED FOOTINGS, FILL IN THE FIRST OLUMNS OF THE ILL OF REINFOREMENT, THE ONTRTOR WILL FILL IN THE LST OLUMNS. OT. OF FOOTING HIGH END OT. OF FOOTING HIGH END OT. OF FOOTING LOW END OT. OF FOOTING LOW END DDITIONL REINFORING RS, STRUTURL ONRETE, ND OTHER OMPONENTS REQUIRED TO ONSTRUT ORNERS ND STEPPED FOOTINGS RE INIDENTL. REVISION: PPROVED: UGUST, 0 STTE RIDGE ENGINEER UGUST, 0-9. ( OF )

25 VRIES PNEL REINFOREMENT REVISION: PPROVED: UGUST, 0 STTE RIDGE ENGINEER < JOINT " DOWEL R SSEMLY (SEE DETIL THIS SHEET) ENTERED IN STEM " JOINT FILLER ONSTRUTION JOINT DETIL FULL DIMETER OT R WITH N PPROVED GRESE FLTTEN END STNDRD SHEET NO. TITLE: STNDRD PPROVED: UGUST, 0 VRIES MEMRNE WTERPROOFING SYSTEM PER SPE. < STEM MEMRNE WTERPROOFING SYSTEM PER SPE. PNEL REINFOREMENT ONSTRUTION JOINT REINFOREMENT NO. R, ' LONG SPE WITH R L ONST. JOINT ND " X " KEYWY 0" PNEL REINFOREMENT R L FRONT FE OF RETINING WLL (PNEL) FRONT FE OF RETINING WLL (PNEL) ORK ND DOWELED JOINT DETIL (TYPIL SETION THROUGH JOINT) (TYPIL SETION THROUGH JOINT) NOTES: 0" " DI. X 0" EPOXY OTED DOWEL R PER SPE. 0 SPED T 0" ENTERS VERTILLY " ELETRIL METLLI TUING (E.M.T.) SPED T 0" ENTERS VERTILLY THE MTERILS ND PLEMENT OF THE ORK ND DOWEL JOINT/ ONSTRUTION JOINT (DOWEL R SSEMLIES, NO. REINFORING RS, JOINT FILLER, ND JOINT WTERPROOFING) RE INIDENTL. THE ONTRTOR SHLL SSIGN TO THE REINFORING R SUPPLIER THE RESPONSIILITY OF SUPPLYING THE NEESSRY MTERILS SSOITED WITH THE DETILS SHOWN ON THIS SHEET. JOINT FILLER SHLL E ORK SPE. 0.E. DOWEL R SSEMLY T THE ONTRTOR'S OPTION, ONSTRUTION JOINTS MY E SUSTITUTED IN LIEU OF ORK ND DOWEL JOINTS. REINFOREMENT QUNTITIES WERE OMPUTED SSUMING ORK ND DOWEL JOINT ETWEEN EVERY PNEL. HNGES IN THE ILL OF REINFOREMENT SHLL E THE RESPONSIILITY OF THE ONTRTOR, ND NO DDITIONL PYMENT WILL E MDE. T MINIMUM, PLE ORK ND DOWEL JOINTS EVERY 9". ORK ND DOWEL JOINT IS REQUIRED T LL VERTIL FOOTING STEPS. GRESE SHLL E N PPROVED HIGH PRESSURE TYPE THT IS EFFETIVE OVER THE FULL RNGE OF EXPETED TEMPERTURES ND RESISTNT TO HEMIL TION. DOWEL R SSEMLY MUST E PLED PERPENDIULR TO JOINT ND PRLLEL TO THE WLL FE, ND TO EH OTHER. SEE PNEL SHEETS FOR REINFORING DETILS. -9. ( OF ) RETINING WLL MISELLNEOUS DETILS STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS UGUST, 0-9. ( OF )

26 " DRIN SWLE PROVIDE SLOPE OF V:H TO V:H FOR PROPER DRINGE. LEVEL FOUNDTION SURFE ND LER SURFE OF LOOSE DERIS EFORE PLING FOUNDTION DIRETLY ON SOIL OR ROK. SEE SPEIL PROVISIONS FOR PYMENT OF DDITIONL ONRETE. DRILL HOLES FOR NHORS TO KEY FOOTING IN ROK. MINIMUM DEPTH FT. INH OR SHER KEY DEPTH. MODIFIED DTE DESRIPTION V:H OR FLTTER " " SOIL OR ROK SPRED FOOTING ON SOIL/ROK " 0" PROVIDE DRIN SWLE IF NEESSRY TO PREVENT OVERLND FLOW FROM PONDING OR OVERTOPPING WLL. ONSULT WITH DISTRIT HYDRULIS ENGINEER EXISTING GROUND SELET GRDING MTERIL (SPE. 0...) (NOT DRWN TO SLE) STRUTURL KFILL (SPE. 9..D.) OMPT KFILL TO SPEIFIED DENSITY METHOD SPE. 0..F. STRUTURL ONRETE (G) OR LEN ONRETE KFILL (P), S PPROVED Y ENGINEER. REVISION: PPROVED: FERURY, 0 STTE RIDGE ENGINEER (TYP) DOWEL DRILL ND GROUT (MIN) (MIN) " PY LIMITS FOR LSS E EXVTION PY LIMITS FOR LSS R EXVTION VR. " EDROK SURFE PY LIMITS FOR LSS E EXVTION PY LIMITS FOR LSS R EXVTION ENH UT S REQUIRED NOMINL OTTOM OF FOOTING EDROK SURFE PY LIMITS FOR LSS E EXVTION VRILE " TO " " PY LIMITS FOR LSS E EXVTION NOMINL OTTOM OF FOOTING EDROK SURFE OR SUUT ELEVTION EDROK SURFE FERURY, 0 STNDRD PPROVED: -9. ( OF ) STNDRD SHEET NO. TITLE: STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS " IF ROK FOUNDTION OPTION IS USED, REMOVE NOTE " " VR. " MX. RETINING WLL MISELLNEOUS DETILS (GEOTEHNIL DETILS) S LTER KFILL ND FINL GRDE SETIONS SHOWN IN THIS STNDRD TO MTH PROJET SPEIFI ONDITIONS. PY LIMITS FOR STRUTURL KFILL HEK THE FOUNDTIONS REPORT FOR DDITIONL NOTES ND REOMMENDTIONS THT SHOULD E INLUDED IN PROJET PLNS. NON-STRUTURL GRDING MTERILS (SPE. 0...) OR NTIVE GROUND ONSULT FOUNDTION REOMMENDTIONS TO DETERMINE WHIH ROK FOUNDTION OPTION TO USE (IF NY). EXISTING GROUND ROK EXVTION OPTION ROK SUUT WITH ONRETE KFILL OPTION FILL IN DOWEL DEPTH, DETERMINED FROM FOUNDTION REOMMENDTION REPORT (" ) GGREGTE KFILL (V) OMPT TO 00% DENSITY IN ORDNE WITH SPE. 0..F. ONRETE MIX (P) GGREGTE KFILL OPTION DOWEL ND LEN ONRETE KFILL OPTION ROK FOUNDTION OPTIONS FILL IN DEPTHS SED ON ONSULTTION WITH FOUNDTIONS UNIT. ROK NHOR EMEDMENT DEPTH SHLL E DETERMINED Y ENGINEER. MINIMUM DEPTH IS " OR DEPTH OF SHER KEY. MXIMUM DEPTH SHOULD NOT EXEED ' ERTIFIED Y LIENSED PROFESSIONL ENGINEER DTE NME: LI. NO. FERURY, 0-9. ( OF )

27 FRONT FE OF WLL P END " DI. TEE " DI. PERFORTED PIPE WRPPED WITH PPROVED GEOTEXTILE PER SPE. RUN ENTIRE LENGTH OF WLL. P END " DI. TEE " DI. PERFORTED PIPE WRPPED WITH PPROVED GEOTEXTILE PER SPE. RUN ENTIRE LENGTH OF WLL. EXISTING GROUND TOP OF FOOTING TYPE I DRINGE LOTION FRONT FE OF WLL 0'` 0'` 0'` SETION - " DI. DRIN. END FLUSH WITH SURFE OF FRONT FE. PLE RODENT SREEN ON END OF DRIN PIPE (INIDENTL). DYLIGHT USING PREST ONRETE HEDWLL SEE STNDRD PLTE. 00'` FRONT FE OF WLL 00'` 00'` SETION - " DI. DRIN. PLE RODENT SREEN ON END OF DRIN PIPE (INIDENTL). SELET GRDING MTERIL (SPE. 0...) " TYPE I DRINGE DETIL, LOTION TYPE II DRINGE DETIL, LOTION TYPIL DRINGE SYSTEM DETILS (TYPE I DRINGE) (REFER TO SETION -) P END " DI. PERFORTED PIPE WRPPED WITH PPROVED GEOTEXTILE PER SPE. RUN ENTIRE LENGTH OF WLL. P END " DI. PERFORTED PIPE WRPPED WITH PPROVED GEOTEXTILE PER SPE. RUN ENTIRE LENGTH OF WLL. ' MIN RDIUS. ' MIN RDIUS. TIE IN TO EXISTING OR PROPOSED DRINGE SYSTEM EVERY 00FT +/- OR DYLIGHT SHOWN. SELET GRDING MTERIL (SPE. 0...) EXISTING GROUND FRONT FE OF WLL TOP OF FOOTING TYPE II DRINGE LOTION FRONT FE OF WLL 00'` 00'` 00'` SETION - " DI. DRIN. PLE RODENT SREEN ON END OF DRIN PIPE (INIDENTL). FRONT FE OF WLL 00'` 00'` 00'` SETION D-D TYPE II DRINGE DETIL, LOTION TYPE III DRINGE DETIL, LOTION D " DI. DRIN. PLE RODENT SREEN ON END OF DRIN PIPE (INIDENTL). TIE IN TO EXISTING OR PROPOSED DRINGE SYSTEM EVERY 00FT +/- " TYPE II DRINGE LOTION TYPIL DRINGE SYSTEM DETILS (TYPE II DRINGE) NOTES: KFILL MTERIL SHLL OMPLETELY SURROUND PIPE T LL TIMES. (REFER TO SETION - ND -) SLOPE PIPE TO ENSURE PROPER DRINGE T LL TIMES. DRINGE SYSTEM PID Y LUMP SUM PER SPE. 0. SOIL SEEPGE LYER STRUTURL KFILL. SEE SHEET OMPT KFILL TO SPEIFIED DENSITY METHOD SPE. 0..F.. SELET GRDING MTERIL (SPE. 0...) EXISTING GROUND TIE IN TO EXISTING OR PROPOSED DRINGE SYSTEM EVERY 00FT +/- FRONT FE OF WLL TOP OF FOOTING OPTION (REFER TO SETION - ND D-D) TYPE I DRINGE LOTION EXISTING GROUND D D D " TIE IN TO EXISTING OR PROPOSED DRINGE SYSTEM EVERY 00FT +/- OR DYLIGHT SHOWN. TYPE III DRINGE OUTLET LOTION D TIE IN TO EXISTING OR PROPOSED DRINGE SYSTEM EVERY 00FT +/- FRONT FE OF WLL ' TYP ' TYP TYPE III DRINGE LYER SELET GRDING MTERIL (SPE. 0...) TYPIL DRINGE SYSTEM DETILS (TYPE III DRINGE) TOP OF FOOTING OPTION (REFER TO SETION - ND D-D) TYPE II DRINGE LOTION " TYPE III DRINGE OUTLET LOTION D STNDRD SHEET NO. -9. ( OF ) STNDRD PPROVED: TYPE III DRINGE LYER PY LIMITS FOR STRUTURL KFILL STTE PROJ. NO. TITLE: PROVIDE SLOPE OF V:H TO V:H FOR PROPER DRINGE. TYPE III DRINGE LYER TO E FINE FILTER GGREGTE PER SPE. 9..J.. FINE FILTER GGREGTE MY E REPLED WITH TYPE VI DRINGE GEOOMPOSITE MTERIL. DRINGE SYSTEMS INSTLLED T LOTION SHLL NOT E USED WHEN SIDEWLK, TRIL, OR RODWY IS LOTED DJENT TO THE FRONT FE OF THE WLL TO PREVENT PONDING OR IE UMULTION. EXTEND STRUTURL KFILL OR FINE FILTER GGREGTE " ELOW OTTOM OF FOOTING. TYPE II LOTION DRINGE MY DYLIGHT DIRETLY USING PREST ONRETE HEDWLLS OR E TIED INTO DRINGE SYSTEM. THE RODENT SREEN SHLL E FRITED FROM RON STEEL FLTTENED EXPNDED METL, STYLE " NO. F. IT SHLL E HOT DIPPED GLVNIZED FTER FRITION. RETINING WLL MISELLNEOUS DETILS (GEOTEHNIL DETILS) (TH ) SHEET NO. OF SHEETS UGUST, 0-9. ( OF ) V:H OR FLTTER V:H OR FLTTER " SOIL SEEPGE LYER PY LIMITS FOR STRUTURL KFILL V:H OR FLTTER PY LIMITS FOR STRUTURL KFILL V:H OR FLTTER " REVISION: PPROVED: UGUST, 0 STTE RIDGE ENGINEER UGUST, 0

28 DRIN SWLE DRIN SWLE EXISTING GROUND GROUND IMPROVEMENT ZONE EXISTING GROUND STNDRD PPROVED: UGUST, 0-9. ( OF ) STNDRD SHEET NO. TITLE: STTE PROJ. NO. (TH ) SHEET NO. OF SHEETS V:H OR FLTTER EXISTING GROUND PY LIMITS OF STRUTURL KFILL MTERIL PY LIMITS OF STRUTURL KFILL MTERIL EXISTING GROUND " GRNULR MTERIL " NON-STRUTURL GRDING MTERILS (SPE. 0.) OR NTIVE GROUND PY LIMITS FOR STRUTURL EXVTION. TUL EXVTION SLOPE IS DETERMINED Y OSH REGULTIONS ND IN-SITU SOILS. NON-STRUTURL GRDING MTERILS (SPE. 0.) OR NTIVE GROUND _ FT. SUUT. REMOVE EXISTING SOIL ND KFILL WITH GRNULR MTERIL, SPE. 9.. OMPT KFILL PER SPE. 0.F. FILL IN SUUT DEPTH FROM FOUNDTION REOMMENDTION REPORT DRIN SWLE MODIFIED DTE DESRIPTION ERTIFIED Y V:H OR FLTTER " V:H OR FLTTER 0" PROVIDE DRIN SWLE IF NEESSRY TO PREVENT OVERLND FLOW FROM PONDING OR OVERTOPPING WLL. ONSULT WITH DISTRIT HYDRULIS ENGINEER " " " FILL IN MINIMUM DIMENSIONS OF IMPROVED GROUND. ONSULT FOUNDTION REOMMENDTION REPORT. (NOT DRWN TO SLE) (NOT DRWN TO SLE) " " " 0" PY LIMITS OF STRUTURL KFILL MTERIL NON-STRUTURL GRDING MTERILS (MnDOT 0.) OR NTIVE GROUND EXISTING GROUND " " -PILE SYSTEM SHOWN, OTHER SIMILR (NOT DRWN TO SLE) INSITU SOIL " EXISTING GROUND 0" PROVIDE DRIN SWLE IF NEESSRY TO PREVENT OVERLND FLOW FROM PONDING OR OVERTOPPING WLL. ONSULT WITH DISTRIT HYDRULIS ENGINEER. SELET GRDING MTERIL (SPE. 0.) _._' SELET GRDING MTERIL (SPE. 0.) SPRED FOOTING WITH SOIL SUUT SPRED FOOTING PLED OVER GROUND IMPROVEMENT PROVIDE DRIN SWLE IF NEESSRY TO PREVENT OVERLND FLOW FROM PONDING OR OVERTOPPING WLL. ONSULT WITH DISTRIT HYDRULIS ENGINEER S LTER KFILL ND FINL GRDE SETIONS SHOWN IN THIS STNDRD TO MTH PROJET SPEIFI ONDITIONS. HEK THE FOUNDTIONS REPORT FOR DDITIONL NOTES ND REOMMENDTIONS THT SHOULD E INLUDED IN PROJET PLNS. IF GROUND WTER IS ENOUNTERED WITHIN TWIE THE FOOTING WIDTH ELOW THE FOOTING, ONTT THE GEOTEHNIL ENGINEER TO EVLUTE IF THE STNDRD N E USED OR REDESIGN IS NEEDED. KFILL WITH STRUTURL KFILL SPE. 9.D OMPT KFILL PER SPE. 0.F. SELET GRDING MTERIL (SPE. 0.) PILE FOUNDTION PROVIDE SLOPE OF V:H TO V:H FOR PROPER DRINGE. PROVIDE SUFFIIENT OVERGE RE ND TRETMENT VOLUME TO GIVE GENERLLY UNIFORM SUPPORT TO THE FOUNDTION. IMPROVED GROUND OR SURFE PREPRTIONS PLED TO IMPROVE GROUND SUPPORT RE TO E IN IMMEDITE ONTT WITH THE FOOTING ND FOUNDTION MTERIL. REVISION: PPROVED: UGUST, 0 RETINING WLL MISELLNEOUS DETILS (GEOTEHNIL DETILS) LIENSED PROFESSIONL ENGINEER DTE STTE RIDGE ENGINEER NME: LI. NO. UGUST, 0-9. ( OF )

29 DEPRTMENT PLNKS EVELED SPLIE (ONTRTOR OPTION) " x " NOMINL TTEN " x " NOMINL TTEN " x " NOMINL TTEN ' 0'' TYPIL ' 0'' TYPIL FILL SIDE ' 0'' TYPIL ' 0'' TYPIL < POST < POST TTEN DETIL STEP DETIL LEVEL DETIL WLL HEIGHT '' ( SEE TLE ON STNDRD FIGURE -9. OF ) EMEDMENT PLNK PLNKS NOTHED SPLIE PLNKING S REQUIRED WOOD PLNKING POST '' X '' NOMINL '' X '' NOMINL WOOD PLNKING POST WOOD PLNKING WOOD PLNKING WOOD PLNKING POST " x " NOMINL TTEN '' X 0'' STNDRD ROUGH SWN VERTIL NILER LRGEST POST DIMENSION IN THIS DIRETION WOOD PLNKING POST GLVNIZE NILS PER SPE. 9. NILING REQUIREMENTS SHOWN RE SED ON FULL HED NILS ND ENTIRE LENGTH OF SHNK RINGED. SEE ONSTRUTION PLN FOR REQUIRED WLL TYPE. USE THE POST SIZE ND EMEDMENT FOR THE HIGHER WLL SETION T THE STEP. SEE SPEIL PROVISIONS FOR DDITIONL INFORMTION REGRDING SREWS ND NILS. REFER TO STNDRD FIGURE -9. ( OF ) FOR DDITIONL DETILS REGRDING OPTIONL PLNK SPLIE LOTIONS. PREFERRED LYOUT IS - POSTS SPES. ' 0'' MX. POST SPING ( TYP.) LRGEST POST DIMENSION PLE TTEN T IN THIS DIRETION MIDWY POINT ETWEEN POSTS '' X " NOMINL TTEN ( TYP.) GROUND LINE 0." DI. X " RING SHNK GLVNIZED NILS. " x " NOMINL TTEN STGGER NIL FROM PLNKING GRIN STGGER NIL FROM VERTIL NILER GRIN PLNKING ONTINUOUS ROSS POST ", " MX. LER (TYP. FROM LL EDGES) PLNKING JOINT T POST ", " MX. LER (TYP. FROM LL EDGES) " LONG NILS /" LONG NILS NILING PTTERN FOR PLNK TO VERTIL NILER - OVE GROUND PLNKING TRFFI SIDE ", " MX. LER (TYP. FROM LL EDGES) 0." DI. X /" RING SHNK GLVNIZED NILS. STGGER NIL FROM VERTIL NILER GRIN PLNKING JOINT T POST PLNKING ONTINUOUS ROSS POST FSTENER PTTERN FOR TTENS NO. X /" LONG GLV. UGLE HED EXTERIOR SREWS PER PLNK ", " MX. LER (TYP. FROM LL EDGES) GROUND LINE ", " MX. LER (TYP. FROM LL EDGES) 0." DI. X /" LONG RING SHNK GLVNIZED NILS. ", " MX. LER (TYP. FROM LL EDGES) NILING PTTERN FOR PLNK TO VERTIL NILER - ELOW GROUND POST TTENS NOT SHOWN '' PER STRIP. 0." DI. X " LONG RING SHNK GLV. NILS. PER SPLIE. '' X 0'' STNDRD ROUGH SWN VERTIL NILER PROVIDE PRESERVTIVE TRETED TIMER PRODUTS PER SPE. 9. SEE DETIL D FOR NILING PTTERN ELOW GROUND. '' '' SPLIE PPROX. HLFWY ETWEEN NHORGES. NHORGES '' ONRETE POST ONRETE POST VERTIL NILER SPLIE DETIL -/'' SPLIE PPROX. HLFWY ETWEEN NHORGES. NHORGES PER STRIP. 0." DI. X " LONG RING SHNK GLV. NILS. STGGERED PER SPLIE. '' X 0'' STNDRD ROUGH SWN VERTIL NILER DETIL '' X 0'' STNDRD ROUGH WOOD PLNKING PLNKING S REQUIRED SWN VERTIL NILER " x " NOMINL '' X 0'' STNDRD ROUGH " x " NOMINL " x " NOMINL TTEN NOTES: SWN VERTIL NILER TTEN '' X '' NOM. TTEN TOE NIL WLL TYPES WITH SUFFIX "" (SUH S, ) RE " x " NOMINL " X " NOMINL DESIGNED TO LLOW WTER TO FLOW UNDER THE WLL. TTEN PLNKING S REQUIRED REFER TO NOTE FOR DDITIONL REQUIREMENTS. '' X 0'' STNDRD ROUGH SWN VERTIL NILER DETIL POST LOTIONS FOR NGLE TURNS SEE DETIL ' 0'' MX. POST SPING ( TYP.) WLL TYPE NO. ND ' 0'' MX. POST SPING ( TYP.) USE WLL TYPE NO. ND IN NON-FILL ONDITIONS ONLY. FURNISH & INSTLL GLVNIZED OIL THRED NHORS ON LTERNTE SIDES OF POST FE <. MINIMUM FTORED PULL OUT OF. KIPS PER NHOR. OMPLETELY FILL UNUSED NHORS WITH MnDOT PPROVED/QULIFIED PRODUT PER, SILIONE JOINT SELNT. FOR WLL TYPE ND, OMIT " X " PLNKING T SE OF WLL ND LEVE " TO " IRSPE ETWEEN GROUND ND OTTOM " X " PLNK. SEE DETIL SEE DETIL E FOR TTEN FSTENER PTTERN. '' X " NOMINL SEE DETIL TTEN ( TYP.) " X " STNDRD ROUGH SWN. REFER TO STNDRD FIGURE -9. ( OF ) TYP. SPLIE DETIL. LTERNTE PLNK SPLIES. SEE DETIL OPTION OR FOR NILING PTTERN. REFER TO STNDRD FIGURE -9. ( OF ) FOR DDITIONL PLNK SPLIE LOTION OPTIONS. WLL TYPE NO. ND OPTION OPTION DETIL DETIL E DETIL D REVISION: PPROVED: FERURY, 0 STTE RIDGE ENGINEER FRONT ELEVTION STTE DESIGN ENGINEER REVISED: PPROVED: MINNESOT OF TRNSPORTTION --0 WOOD PLNKING NOISE WLL WITH ONRETE POSTS STNDRD PLN -9. OF

30 EQ. SPS. POST DIMENSIONS '' REINFORED PRESTRESSED POST DETILS STRND PLEMENT DETILS SETION T POST EMEMENT '' ' 0'' ' MX. ' '' ` < POST < POST " MX. OIL THRED ONRETE NHORS '' NO. STRNDS: 9 0 ' 0" ERM " x " NOMINL TTEN SLOPE VRIES EMEMENT H 0' MX. ' 0'' MX. SPING ' '' ` '' '' '' 9'' '' X 0'' STNDRD ROUGH SWN PLNK '' X '' OR '' X '' NOM. TONGUE & GROOVE WOOD PLNKS OVE GROUND 0 SEE VERTIL NILER SPLIE DETIL ON STNDRD FIGURE -9. ( OF ) ' 0'' EDGE OF UR OR OUTSIDE EDGE OF PVEMENT PROVIDE DRINGE WY FROM WLL (V) : 0(H) TO (V) : (H) SLOPE WY FROM WLL FOR DRINGE ON. NHOR H ' MX. USE /'' DI. HEX HED OLT WITH '' O.D. X /'' WSHER OR FLT HED P SREW WITH " DI. HED. GLVNIZE PER SPE. 9. OUNTERSINK TO FLUSH FIT. SEE TLE FOR SHER STIRRUP SPING. '' X '' STNDRD ROUGH SWN PLNKS ELOW GROUND ON FILL SIDE. FSTEN WITH 0. DI. X /'' LONG RING SHNK GLVNIZED NILS. 0 FILL HEIGHT W " LER WHEN RS RE REQUIRED THESE RS " LER SEE TLE FOR R SIZES. PLE LL RS TIGHT GINST SHER STIRRUP. MY E OMITTED IN UPPER / OF POST. /'' HMFER OR RDIUS INLUDING ENDS '' ' 0'' ` REVISION: WITH ERTH FILL (MX. FILL RETINED 0") PPROVED: FERURY, 0 (WLL TYPE ONLY) STTE RIDGE ENGINEER DEPRTMENT MINNESOT OF TRNSPORTTION POST EMEDMENT TLE FILL HEIGHT W = FT. MXIMUM ( FT. ) HEIGHT WLL '' H '' ( FT. ) SPING POST POST SIZE ( IN. ) REINF. RS POST EMEDMENT X NO. ' 0'' ' 0'' ' 0'' ' 0'' X X NO. NO. ' 0'' ' 0'' ' 0'' 9' 0'' X X X X X X X X X X X X X X X X NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. NO. ' 0'' ' 0'' ' 0'' 9' 0'' ' 0'' ' 0'' ' 0'' 9' 0'' 9' 0'' 0' 0'' 0' 0'' 0' 0'' 0' 0'' ' 0'' 0' 0'' 0' 0'' ' 0'' 0 ' 0'' ' 0'' ' 0'' ' 0'' DESIGN RITERI: = 0 ( GRNULR ) g = 0 P..F. F = 00 P.S.I. WOOD PLNKING ND TTEN. b F b = 00 P.S.I. LL OTHER WOOD MEMERS. X NO. 0 9 ' 0'' ' 0'' ' 0'' ' 0'' OR MORE 000 PSI 000 PSI X NO. 0 0 ' 0'' ' 0'' ' 0'' ' 0'' NOTES: " TOP OF POST " x " NOMINL TTEN USE EPOXY OTED GRDE 0 REINFORING RS PER SPE. 0. POST EMEDMENT DEPTH IN THE TLE IS SED ON FT. ERM IN FRONT OF THE WLL. WHEN THE UR LINE IS LOSER THN (V):(H) SLOPE, SPEIL DESIGN IS REQUIRED. SETION T POST /" SLOPE DJUST TO MISS STRNDS. ' 0" ERM ' 0" ERM SLOPE VRIES SLOPE VRIES ' '' ` ' 0'' MX. SPING ' '' ` ON. NHOR SHER STIRRUP SPING (IN.) 9 PRE- STRESSED STRNDS LEVEL (V):(H) (V):(H) (V):(H) GROUND SLOPE SLOPE SLOPE SEE TLE FOR SHER STIRRUP SPING. ' 0'' ' 0'' ' 0'' ' 0'' OIL THRED ONRETE NHORS FOR FSTENERS. SEE TLE FOR STRNDS REQUIRED. SEE STRND PLEMENT DETILS ELOW ' 0'' ' 0'' ' 0'' 9' 0'' ' 0'' 9' 0'' 0' 0'' 9' 0'' 9' 0'' 0' 0'' 9' 0'' 9' 0'' 0' 0'' 9' 0'' 9' 0'' 0' 0'' 0' 0'' 0' 0'' 0' 0'' ' 0'' ' 0'' 0' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' ' 0'' 0 SHTO LRFD RIDGE DESIGN SPEIFITIONS, INLUDING 0 INTERIMS. 0 NTIONL DESIGN SPEIFITION (NDS) FOR WLL ONSTRUTION - LRFD WIND LOD = 9 P.S.F. POST DESIGN RITERI NO. OF STRNDS f'ci f'c OR LESS 000 PSI 00 PSI USE OF THIS STNDRD SSUMES SOIL TESTS T MXIMUM 00 FT. INTERVLS T EH SITE ND SOILS ENGINEER REVIEWED RESULTS ND ONURS WITH USE OF THIS STNDRD. POST EMEDMENT DEPTH IS SED ON THE WTER TLE EING ELOW THE OTTOM OF EH POST, OTHER ONDITIONS REQUIRE SPEIL DESIGN. '' X '' OR '' X '' NOM. TONGUE & GROOVE WOOD PLNKS 0 SEE VERTIL NILER SPLIE DETIL ON STNDRD FIGURE -9. ( OF ) '' X '' STNDRD ROUGH SWN PLNKS ELOW GROUND ON FILL SIDE. FSTEN WITH 0. DI. X '' LONG RING SHNK GLVNIZED NILS. 0 REFER TO SPEIL PROVISIONS FOR DDITIONL INFORMTION. FOR SLOPES ETWEEN THOSE SHOWN, USE THE POST EMEDMENT FOR THE STEEPER SLOPE OR USE INTERPOLTION. FOR SLOPES (V):(H) OR FLTTER, USE POST EMEDMENT SHOWN FOR LEVEL GROUND. REFER TO SPEIL PROVISIONS FOR REINFOREMENT OF POSTS LOTED WITHIN 0 FT. OF THE OUTSIDE EDGE OF RODWY SHOULDER ND POSTS SUPPORTING GLUE LMINTED RU RIL (STNDRD FIGURE -9.). FRITOR TO IDENTIFY THESE POSTS WITH PERMNENT MRK ON OTTOM OF POST. FOR ONRETE POSTS WITH THE SME LENGTH, USE THE LRGEST NUMER OF PRESTRESSED STRNDS OR RERS REQUIRED FOR THT POST LENGTH. USE MIX W FOR LL POSTS. REFER TO SPE. FOR DDITIONL REQUIREMENTS. USE OF, " DI. (RE = 0. SQ. IN.) LOW-RELXTION PRESTRESSED STEEL STRNDS PER SPE., WITH 0 KSI ULTIMTE STRENGTH, INITIL PRESTRESS = 0,900 LS. PER STRND. UT STRNDS FLUSH WITH ONRETE. OVER ENDS WITH SELNT PER PPROVED PRODUTS LIST "RIDGE - PRESTRESSED EMS - UT STRND SELNT." MINIMUM ONRETE STRENGTH T TIME OF PRESTRESS TRNSFER. ONRETE STRENGTH T WHIH THE POST N E TRNSPORTED ND PLED. (V) : 0(H) TO (V) : (H) SLOPE WY FROM WLL FOR DRINGE '' (V) : 0(H) TO (V) : (H) SLOPE WY FROM WLL FOR DRINGE SEE POST EMEDMENT TLES FOR MXIMUM SLOPE. SEE SPE. 9 FOR DDITIONL PRESERVTIVE TRETMENT REQUIREMENTS FOR LUMER PLED ELOW GRDE. PLE OIL THRED NHORS ON LTERNTE SIDES OF POST FE ENTERLINE. MINIMUM FTORED PULL OUT OF. KIPS PER NHOR. GLVNIZE NHORS PER SPE. 9 OR ELETROPLTE PER STM S TYPE II. OMPLETELY FILL UNUSED NHORS WITH MnDOT PPROVED/QULIFIED PRODUT PER, SILIONE JOINT SELNT. FOR WLL TYPE ND, OMIT " X " PLNKING T SE OF WLL ND LEVE " TO " IRSPE ETWEEN GROUND ND OTTOM " X " PLNK. 9 USE NO. RS FOR SHER STIRRUPS. PLE FIRST STIRRUP " FROM EH END. 0 REFER TO STNDRD FIGURE -9. ( OF ) FOR NILING PTTERN. MINIMUM ENTER-TO-ENTER SPING OF ", WITH INTERMEDITE STRNDS PLED SYMMETRILLY (TYP. FOR LL ONFIGURTIONS). WITHOUT ERTH FILL MINIMUM ENTER-TO-ENTER SPING OF ", WITH INTERMEDITE STRNDS PLED SYMMETRILLY (TYP. FOR LL ONFIGURTIONS). NO REINFOREMENT SPLIES LLOWED. (WLL TYPE,, OR ) " MIN, " MX. TO LLOW FOR DRFT OF FORM. STTE DESIGN ENGINEER REVISED: PPROVED: WOOD PLNKING NOISE WLL WITH ONRETE POSTS --0 STNDRD PLN -9. OF