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

Transcription

1 MINNESOT DEPRTMENT OF TRNSPORTTION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRNSMITTL LETTER (-03) MNUL: Standard Plates DTED: ugust 3, 0 SUBJECT: Standard Plates 86, 833, 834, and 834 Standard Plate 86 - Pole Foundation (P90 and P00) ( sheet) has been updated upon recommendation of the Office of Traffic, Safety and Technology. See the associated Summary of Changes documents for specifics. Standard Plates 833 Pole and Mast rms Type B (9 sheets), and Standard Plate 834 Pole Foundation Type B (4 sheets) are new Plates developed by the Office of Traffic, Safety and Technology. Standard Plate 834 High-Tension Cable Barrier Line Post Foundation ( sheet) is a new Plate developed by the Office of Project Management and Technical Support. INSTRUCTIONS:. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual. The previous Transmittal Letter No. issued for this manual was -0 dated May, 0.. Remove from the Standard Plate manual: Standard Plate Index, Sheets -4 of 4, Numerical Index of Standard Plates (May 0, 0) Standard Plate 86J (December 0, 0) 3. Insert into the Standard Plate manual: Standard Plate Index, Sheets -4 of 4, Numerical Index of Standard Plates (ugust 3, 0) Standard Plate 86K, Sheet (July 7, 0) Standard Plate 833, 9 Sheets (ugust 0, 0) Standard Plate 834, 4 Sheets (ugust 0, 0) Standard Plate 834, Sheet (ugust 7, 0) 4. Current Standard Plates including Transmittal Letters are available on the web at: 5. Direct any technical questions regarding this transmittal to Tim Brown, Design Standards Unit at (65) James Rosenow P.E. Design Standards Engineer, cting

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3 Summary of Changes Standard Plate 86K Pole Foundation (P90 and P00) Transmittal Letter No. (-03) General:. Plate number incremented from 86J to 86K.. In the notes, instances of install language modified to placed. 3. In note, angle added after the word friction. Vertical Section/Top View Detail. Drawing modified to show twelve (instead of eight) vertical reinforcement bars per note on plate.

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5 STNDRD S BLNK SERIES PVEMENT SERIES BLNK SERIES CULVERTS ND PPURTENNCES SERIES SEWER PPURTENNCES SERIES EROSION CONTROL STRUCTURES SERIES BLNK SERIES CURB, CURB ND GUTTER, SIDEWLK SERIES BRRICDES, SIGNLS, MRKERS, ETC SERIES MISCELLNEOUS SERIES 0000 SERIES BLNK 000 SERIES PVEMENT 070M 03K 50R 0G Supplemental Pavement Reinforcement Typical Dowel Bar ssembly Concrete Header Joints Concrete Pavement djacent to Railway Crossing 000 SERIES BLNK 3000 SERIES CULVERTS ND PPURTENNCES 3000L Reinforced Concrete Pipe (5 Sheets) 300B Reinforced Concrete Reducer Pipe 300B Reinforced Concrete Increaser Pipe 3006G Gasket Joint for R.C. Pipe ( Sheets) 3007D Shear Reinforcement for Precast Drainage Structures 304J Reinforced Concrete Pipe rch ( Sheets) 300F Reinforced Precast Concrete Cattle Pass (60 & 7) 30C Precast Concrete Safety pron (3 Sheets) 3030 Precast Cattle Pass Transition Section 303B Connection between Existing 4 Ft. X 6 Ft. Cattle Pass and New Precast Transition Section 3040F Corrugated Metal Pipe Culvert (Standard -/3 x / Corrugation) 304D Corrugated Metal Pipe (3 x Corrugation) 3050B Design Data Structural Plate Structures (8 Corner Radius) 305B Design Data Structural Plate Structures (3 Corner Radius) 3065C Connection between Existing Culv. & New C Culv. Barrel ( Sheets) 3066 C.M. Extension for Box Culvert 300G Concrete pron for Reinforced Concrete Pipe 30G Concrete pron for Reinforced Concrete Pipe-rch 34H Sectional Concrete pron for Reinforced Concrete Pipe-rch 3K Metal pron for C.M. Pipe-rch Culvert 33J Metal pron for C.S. Pipe 34B Metal pron Connection 35 Inlet Protection for Metal Culverts (90 dia. to 96 dia.) 36B Inlet Protection for Structural Plate Pipe (60 thru 96 dia. or span) 37 Inlet Protection for Structural Plate Pipe (0 thru 80 dia. or span) MINNESOT DEPRTMENT OF TRNSPORTTION NUMERICL INDEX OF STNDRD S (Sheet of 4) ugust 3, 0

6 38H 39 33C C 334C B 337B 338B C 345F 346C 348 3C Metal Safety pron & Grate ( Sheets) Metal pron for Corrugated Polyethylene Pipe (Use at Entrances and Driveways) Precast Concrete Headwall for Subsurface Drains Grate for :4 Precast Concrete prons 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 thru 30 Dia. C.M. Pipe (Stackable) Slotted Drain for 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 Ties nti-seepage Diaphragm (For CMP and CMP-) Safety Slope Metal End Section for Circular & rched Pipes ( Sheets) Corrugated Steel Pipe Coupling Band (3 Sheets) 4000 SERIES--SEWER PPURTENNCES List of Castings for Design Structures ( sheets) Standard Casting ssemblies Typical Concrete Manhole or Catch Basin and Casting Combinations 4000J Manhole or Catch Basin (Masonry, Field Constructed) - Design 400F Manhole or Catch Basin (Masonry, Field Construction) - Design C 4003B 30 Precast Catch Basin Design N 4005L Manhole or Catch Basin Type & 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 400H Concrete Short Cone & djusting Ring (Sectional Concrete) 40E Precast Concrete Base 407C Catch Basin (Concrete Pipe and Metal Pipe) - Designs PC and PM 408 Manhole or Catch Basin (Reducer Cone Section Precast) Design D 400J Manhole or Catch Basin (For Use With or Without Traffic Loads) ( sheets) 40F Precast Curb Opening Catch Basin 40 Manhole or Catch Basin Cover (3 ft. X ft. Opening) Dia. Precast Shallow Depth Catch Basin - Design SD 405B Drop Inlets or Catch Basins - Design DI (Concrete & Metal) 406 Concrete Encased Concrete djusting Rings 40D Ring Casting For Manhole or Catch Basin 408F djusting Rings for Catch Basins and Manholes 40F Cover Casting for Manhole (For Use in all Traffic reas) Casting No. 75 and 76 45D Catch Basin Frame Casting (For Square Grate) Casting No F Catch Basin Frame Casting Casting No G Catch Basin Frame Casting (For Square Grate) - Casting No F Catch Basin Frame Casting (For Square Grate) Casting No Curb Box Casting for Catch Basin - Casting No Curb Box Casting for Catch Basin (For Design B Curbs) - Casting No D Special Grate Castings for Catch Basin (Convex and Concave) - Casting No. 70 and 7 443E Stool Grate & Concrete Frame (Median Drains) - Casting No C Grate Casting for Catch Basin - Casting No. 80 MINNESOT DEPRTMENT OF TRNSPORTTION NUMERICL INDEX OF STNDRD S (Sheet of 4) ugust 3, 0

7 450C Grate Casting for ll Pipe Drainage Structures 45B Grate Casting for Catch Basin (Square Type) - Casting No. 8 45C Catch Basin Grate Casting - Casting No Catch Basin Grate Casting - Casting No B Catch Basin Grate Casting - Casting No D Curb Box Casting for Catch Basin - Casting No. 83 and F Curb Box Casting for Catch Basin - Casting No. 8B, 8 and J Manhole or Catch Basin Step 5000 SERIES--EROSION CONTROL STRUCTURES 500 Reinforced Concrete Pipe Energy Dissipator 6000 SERIES -- Blank 7000 SERIES--CURB, CURB ND GUTTER, SIDEWLK 7000E Integrant Curbs (Design B, Design V and Design D) 700K Concrete Curb (Design B, Design V, Design S, Design DR and Design BR) ( Sheets) 7035N Concrete Walk & Curb Returns at Entrances 7038 Detectable Warning Surface Truncated Domes 7065C Bituminous Curb 700H Concrete Curb and Gutter (Design B and Design V) 70J Concrete Curb and Gutter (Designs D, S, B4, B5 and D3) ( Sheets) 705C Concrete Median (Mountable Type) 707I Entrance Nose (Urban Design) 708G Exit Nose (Urban Design) 709C Median Nose and Island (Undivided to Divided Roadway) 7J Installation of Catch Basin Castings (Concrete Curb and Gutter) 7C Installation & Reinforcement of Catch Basin & Manhole Castings (Concrete Integrant Curbs) 73 Concrete pproach Nose Detail 8000 SERIES -- BRRICDES, SIGNLS, MRKERS, ETC. 8000I 800G 805B 806B 80E 8E 8G 84 87F 88D 89C 80P 8G 8F 83G 86K 87C 88C Standard Barricades Permanent Barricade Equipment Pad (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) ( Sheets) Precast Concrete Hand Hole (Or Pullbox) ( Sheets) Service Equipment & Pole Traffic Control Signals Ground Mounted Cabinet Foundation Pole Foundation (P85) Transformer Base and Pole Base Plate (P85, P90 and P00) ( Sheets) Pedestal and Pedestal Base (For Traffic Control Signals Support) ( Sheets) Pole and Mast rm Luminaires and Traffic Lights ssembly (For ll Pole Types) ( Sheets) Pole Foundation (P90 and P00) Light Foundation - Design E (40 ft. Pole or Less) ( Sheets) Light Foundation - Design H (49 ft. Pole) ( Sheets) MINNESOT DEPRTMENT OF TRNSPORTTION NUMERICL INDEX OF STNDRD S (Sheet 3 of 4) ugust 3, 0

8 89 830E 83B C 8307S C 838C 836D 839I 8330G 833B 833C 8333B 8337C 8338D E 840C Shim and Washer (Traffic Control Signals and Roadway Lighting) Saw Cut Loop Detectors Preformed Rigid PVC Conduit Loop Detector (3 Sheets) Pole and Mast rm - Type B (9 Sheets) Pole Foundation - Type B (4 Sheets) Installation of Culvert Markers W-Beam Guardrail & End nchorages (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 nchorage on Footing or Box Culverts Guardrail nchorage Plate for Bridges and BCT'S Flexible Plastic Glare Screen Eccentric Loader Breakaway Cable Terminal (ELT) (4 Sheets) 3-Cable Guardrail (With Wood Posts) (ssembly Details) ( Sheets) 3-Cable Guardrail (With Steel Posts) (3 Sheets) nchor Bolt Cluster for Light Poles 3-Cable Guardrail nchor (nchor Details) (4 Sheets) Temporary Portable Precast Concrete Barrier (Type F ) (3 Sheets) W-Beam Guardrail & End nchorages (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 Pipe Railing t Grade Pipe Railing (djacent to Sidewalk) 9000 SERIES--MISCELLNEOUS 9000D 90B 90D 9303B G 930G 93E 93K 933D 934C 9350 pproaches and Entrances (Recommended Standards) Shaping and Sodding of Slopes at Box Culvert Ends Turf Establishment reas (t Pipe Culvert Ends) Geodetic Survey Disks (luminum) ( Sheets) Survey Monument Cap ( Sheets) PLS (Public Land Survey) Monument ( Sheets) Woven Wire Fence (Wood Post) Woven Wire Fence (Steel Post) Chain Link Fence ( Sheets) Barbed Wire Fence (Wood Post) Barbed Wire Fence (Steel Post) Mailbox Support (Swing-way Type) MINNESOT DEPRTMENT OF TRNSPORTTION NUMERICL INDEX OF STNDRD S (Sheet 4 of 4) ugust 3, 0

9 NCHOR ROD SPCER BRCKET -/ /4 RDIUS NOMINL DI. CLSS ROLLED THREDS FTER GLVNIZING CONDUIT (SIZE ND NUMBER S REQUIRED) VERTICL REINFORCEMENT 5 8-/ / /4 / NCHOR ROD DETIL 0 MIN. THRDS. 4 MIN. GLVNIZED (SPEC TYPE C) 3 0 TOP VIEW GROUND LINE OR TOP OF WLK RE POLE TRNSFORMER BSE PPROXIMTELY / RDIUS LL ROUND MIN. NOTES: LL REBRS RE IN METRIC DESIGNTIONS REINFORCING BRS SHLL BE GRDE 60 ND MEET THE REQUIREMENTS OF STM 706 (WELDBLE REBRS) ND RE IDENTIFIED BY DISTINGUISHING MRK OF W ROLLED ONTO THE SURFCE OF ONE SIDE OF THE BR. WELDING SHLL BE PER NSI/WS D.4. USE - BRS FOR VERTICL REINFORCEMENT, SPCED ON 8 DI. CIRCLE. HORIZONTL (CIRCULR) BRS TO BE 3 SPCED T 0 MXIMUM VERTICL SPCING. SECURELY TIE OR WELD (OR COMBINTION) LL REINFORCEMENT TOGETHER. NCHOR RODS SHLL BE GLVNIZED IN CCORDNCE WITH SPEC. 339 ND SHLL BE NOM. DI. ND CUT LENGTH OF 96 BEFORE BENDING. (SEE NCHOR ROD DETIL). NCHOR ROD CGES SHLL BE DESIGNED WITHOUT WELDING. VRIBLE 0 MINIMUM 4 0 SPCER BRCKET NTI-SIEZE COMPOUND THT MEETS MIL-PRF-907E SPEC. SHLL BE PPLIED WITH BRUSH TO LL THREDS. LL BCKFILLING ROUND THE FOUNDTION MUST BE IN CCORDNCE WITH 45. LL EXCVTION MUST BE PROPERLY COMPCTED IN CCORDNCE WITH 45. CONCRETE MIX SHLL BE 3Y43. PREFORMED JOINT FILLER SHLL BE USED BETWEEN FOUNDTION ND SIDEWLK OR CONCRETE RES. FIBER FORMING TUBE SHLL BE USED IN FORMING THE FOUNDTION, OR S PPROVED BY THE ENGINEER. OPEN ENDS OF LL CONDUIT INTO FOUNDTION SHLL BE THREDED, POSITIONED INSIDE THE NCHOR ROD BOLT CIRCLE, ND CPPED UNTIL CBLES RE PLCED. 6 MIN VERTICL SECTION NCHOR ROD NCHOR ROD EDGE OF RODWY 45 FOUNDTION 45 FOUNDTION 45 MST EDGE OF 90 MST RM RODWY RM TYPE TYPE B MST RM POLE MST RM POLE NCHOR ROD PLCEMENT (WHEN USED WITH MST RM POLE) DEFORMED REINFORCING BRS MST RM POLE STNDRDS SHLL NOT BE PLCED ON FOUNDTIONS UNTIL T LEST SEVEN DYS OF CURING PERIOD HVE ELPSED. THE ELEVTION OF THE TOP OF THE FOUNDTION SHLL SSURE THT THE VERTICL CLERNCE FROM THE BOTTOM OF LL SIGNL HEDS (INCLUDING BCKGROUND SHIELDS) TO THE PVEMENT IS NOT LESS THN 7 FEET NOR GRETER THN 9 FEET. THE TOP OF THE FOUNDTION MUST BE MINIMUM OF 6 BOVE THE GROUND LINE OR TOP OF SIDEWLK. DEPTH OF FOUNDTION MY VRY IN PLNS OR SPECIL PROVISIONS. DEPTH OF FOUNDTION MY BE REDUCED FEET WHEN PLCED IN SIDEWLK OR CONCRETE RISED MEDIN. FOUNDTION DEPTHS RE BSED ON SOIL FRICTION NGLE OF 30 ND SOIL WEIGHT OF 0 LB/CF ND NO GROUNDWTER WITHIN THE GROUND SURFCE TO DEPTH OF TWO TIMES THE WIDTH OR DIMETER OF BOTTOM OF POLE FOUNDTION. SOIL BORING OR CONE PENETRTION TEST (CPT) SOUNDING IS RECOMMENDED WHERE IN-SITU STRTIGRPHY IS UNKNOWN OR QUESTIONBLE. NY VRITION IN THE DEPTH OF THE FOUNDTION REQUIRES N PPROVL BY THE SOILS ENGINEER. CONDUIT PER SPEC. 380 OR SIZE ND NUMBER S REQUIRED IN PLNS OR SPECIL PROVISIONS, 4 MINIMUM ND 6 MXIMUM PROJECTION BOVE FOUNDTION, ND CPPED UNTIL WIRING IS PLCED. 8 NCHOR ROD PROJECTION (THREDED). SOME POLES (SUCH S ROTTBLE T-BSE) REQUIRE GRETER PROJECTION. FOUR NCHOR RODS EQULLY SPCED ON 6.97 DI. BOLT CIRCLE ( C. TO C.). ECH NCHORGE ROD SHLL HVE TWO () HEVY HEX LEVELING NUTS, PER STM 563 GRDE DH. PPROVED JULY 7, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE FOUNDTION (P90 ND P00) K

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11 FCE OF RM BSE T < RM < POLE MST RM LENGTH SEE DETIL F C ON SHEET 9 DD DF TOP CHORD POLE ND MST RM (60-80 MST RMS) 5-0 (TYP.) DC SEE DETIL C ON SHEET 9 SEE DETIL E ON SHEET (TYP.) VERTICL PICKET SPLICE LOCTION DE 3-0 < OPENING 0-0 < MOUNTING HEIGHT (FTER DEFLECTION DUE TO SELFWEIGHT ND DED LOD FROM SIGNS & SIGNLS) TOP OF FINISHED GRDE POLE D 6MIN. MEMBER SIZES FOR MST RM SSEMBLY HLF COUPLING ND PLUG W/ CCESS OPENING SIMILIR TO DETIL D ON SHEET 9 BOTTOM CHORD SIGNL MOUNTING (TYP.) SEE TBLE ND DETIL D, ON SHEET 9 FOR SPLICE DETILS SEE SHEET 7 3 x 5 CCESS OPENINGS ON BCKSIDE LOCTED FROM SPLICE DB SEE 3 x 5 CCESS OPENING / COVER DETIL B ON SHEET 3 SEE POLE SIGNL DETILS ON SHEET -8( ) 9-6( ) 6-6( ) MSTRMLENGTH DESCRIPTION DIMENSION x CCESS SEE DETIL MST RM LENGTH OPENING WITH COVER ON SHEET MST RM LENGTH - INTERIOR MST RM LENTTH - EXTERIOR TOP CHORD BSE TO C/L OF POLE C POLE DIMETER T BSE D LODTBULTIONSTTOPOFPEDESTL POLE DIMETER T CP DB DIMTER OF TOP CHORD T BSE DC MST RM LENGTH GROUP FX [kip] FY [kip] FZ [kip] MX [kip*ft] MY [kip*ft] MZ [kip*ft] DIMTER OF TOP CHORD T TIP DD I-(DL) DIMETER OF BOTTOM CHORD T BSE DE II-(DL+W) DIMETER OF BOTTOM CHORD T TIP DF III-(DL+ICE0.5*W) I-(DL) II-(DL+W) III-(DL+ICE0.5*W) I-(DL) II-(DL+W) III-(DL+ICE0.5*W) I-(DL) II-(DL+W) III-(DL+ICE0.5*W) I-(DL) NOTES: 80 II-(DL+W) STEEL MTERIL SHLL BE HIGH-STENGTH LOW-LLOY COLUMBIUM-VNDIUM STEEL III - (DL+ICE 0.5*W) MEETING SPEC ,000 PSI MINIMUM YIELD. LL STEEL COMPONENTS TO BE GLVNIZED. MST RM IS PRLLEL LL WELDING SHLL CONFORM TO MERICN WELDING SOCIETY STRUCTURL WELDING TO Y-XIS. CODE (STEEL) NSI/WS D. (CURRENT EDITION). TOP OF PEDESTL = ORIGIN Y POLE ND MST RM ELEMENTS SHLL BE ROUND TPER SHFT, FBRICTED BY LONGITUDINL OF LOD COORDINTE SYSTEM SEM WELDING WITH 60% PENETRTION EXCEPT WITHIN 6 OF FULL-PENETRTION CIRCUMFERENTIL GROOVE WELDS. FULL-PENETRTION GROOVE WELDS RE REQUIRED WITHIN THIS 6 REGION. SEE STNDRD 83 FOR LUMINIRES ND TRFFIC LIGHT SSEMBLY DETILS. WIND LOD NLYSIS SHOULD BE PREFORMED INCLUDING LL COMPONENTS MOUNTED TO THE MST RM. Z DJUST POLE WITH LEVELING NUTS SUCH THT BSE IS LEVEL. TOP CHORD MST RM WLL THICKNESSES EQULS INCHES; BOTTOM CHORD EQULS 0.35 INCHES FROM THE POLE TO THE FIELD SPLICE ND 0.5 INCHES FROM THE SPLICE TO THE FREE END. X POLE MEMBER ND MST RM CHORD MEMBERS RE TPERED T 0.4 INCHES/FOOT. ORIENTTION OF LOD COORDINTE SYSTEM PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B MST RM SSEMBLY OF 9

12 POLE POLE WLL 3 THEORETICL VERTICL POLE XIS POLE XIS FOR FBRICTION CJP POLE CMBER NGLE, = BCKING RING MST RM ( ) x.38 BSE SEE DETIL ON SH. 3 POLE TO BSE CONNECTION BSE TO BE LEVEL FTER INSTLLTION < POLE 0 x CCESS OPENING WITH COVER FOUNDTION DIRECTION OF TRFFIC < MST RM SCHEMTIC OF POLE LIGNMENT (NOT TO SCLE) 0 x CCESS OPENING DETIL POLE BSE DETILS < POLE SIGNL HUB COUPLINGS T RIGHT DIRECTION OF TRFFIC < MST RM NGLE TO THE < OF RODWY. PLUGS SHLL BE PROVIDED FOR LL COUPLINGS. FOUR (4) DI. COUPLINGS, INSIDE THREDED DI. DEEP (6) PLCES HLF COUPLING (8) PLCES SECTION - SIGNL HUB DETILS POLE SIGNL DETILS NOTES: BCKING RING MXIMUM THICKNESS = FIELD PPLIED 00 PERCENT SILICONE CULK (EXTERIOR USGE) T TOP OF BCKING RING LONG ENTIRE CIRCUMFERENCE 3 POLE ROTTION IS BOUT HORIZONTL XIS ORIENTED PERPENDICULR TO MST RM XIS. SENSE OF ROTTION IS SUCH THT TIP OF MST RM WILL BE RISED. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B POLE DETILS OF 9

13 THICK TOP CHORD BERING D D 3 THICK TOP CHORD TOP CHORD BSE RING STIFFENER B TOP CHORD CMBER NGLE= B 3 x 5 CCESS OPENING W/ COVER TYP. C TYP. B SIDE GUSSET THICK, TYPICL RING STIFFENER ECH SIDE. x CHMFERS T CORNERS S SHOWN. C 3 x 5 CCESS OPENING W/ COVER BOTTOM CHORD TYP. F CMBER NGLE= E C BOTTOM CHORD D 3 THICK BOTTOM CHORD BSE THICK BOTTOM CHORD 3 RING STIFFENER VRIBLE O.D. X 3/8 THICKNESS POLE BERING VRIBLE DETIL B MST RM CONNECTION DETILS MST RM CONNECTIONS DIMENSIONS DESCRIPTION DIMENSION MST RM LENGTH TOP CHORD DIMETER 9 O.D. TO 0.6 O.D. 0 O.D. TO 0.9 O.D. O.D. TO. O.D. 3 O.D. TO.5 O.D. 4 O.D. TO.8 O.D. TOP CHORD CMBER NGLE B HEIGHT OF TOP C BOTTOM CHORD DIMETER D 3.5 O.D. TO 5.5 O.D. 4. O.D. TO 5.5 O.D. 5 O.D. TO 5.6 O.D. 6 O.D. TO 5.9 O.D. 6.3 O.D. TO 5.5 O.D. BOTTOM CHORD CMBER NGLE E HEIGHT OF BOTTOM F NOTES: LL BOLTS ND NUTS SHLL MEET STM 35 TYPE. LL WSHERS SHLL MEET STM F 436. ECH MST RM CONNECTION CONSISTS OF BUILT-UP BOX WELDED TO THE POLE. THE MST RM CHORD MEMBER IN TURN IS CONNECTED BY BOLTED CONNECTION. ECH BUILT-UP BOX CONSISTS OF: - HORIZONTL RING STIFFENER S, 0.50 THICK, - VERTICL SIDE GUSSET S, THICK, ND - BERING, THICK ND LIGNED FOR PROPER CMBER NGLE. MST RM CHORD MEMBERS RE WELDED TO 3 THICK CHORD BSE, WHICH IS BOLTED TO THE BERING OF THE BUILT-UP BOX BY SPECIFIED NUMBER OF BOLTS. DISTNCE TO MST RM POINT. THE POINT LOCTED ON THE XIS OF THE RESPECTIVE MST RM CHORD MEMBER WHERE IT INTERSECTS THE INCLINED PLNE DEFINED BY THE CONTCT RE BETWEEN THE BERING ND THE BSE. 4 SCH. 40 STEEL PIPE CBLE GUIDE WITH -9 TNGENT T EXPOSED END, BENDING INTO 90 BEND ( RD.). CBLE GUIDE PROJECTS 6 BEYOND TOP CHORD BERING ND HS FILLET WELD LL ROUND. BREK LL EDGES OF GUIDE. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B MST RM CONNECTION DETILS OF 9

14 B D TOP RING STIFFENER C E (0 HOLES SHOWN) HOLES/BOLTS PER = F DI. HS BOLT, TYP. (0 BOLTS SHOWN) SIDE GUSSET TYP. ECH SIDE TOP CHORD BSE 3 THICK WITH 6 DI. CCESS OPENING & DI. BOLT HOLES (0 BOLT HOLES SHOWN) TOP CHORD DI. T BSE = G BOTTOM RING STIFFENER ( +.44) x 45 VRIBLE SECTION B-B TOP CHORD BSE (FOR 60 MST RM SHOWN) B D HOLES PER = F DI. BOLT HOLE, TYP. (0 BOLT HOLES SHOWN) C E TOP CHORD BERING - THICK WITH 4 STEEL PIPE HOLE 3 TOP CHORD BERING (FOR 60 MST RM SHOWN) TOP CHORD BERING ND BSE DIMENSIONS DESCRIPTION DIMENSION MST RM LENGTH HEIGHT WIDTH B HOLE SPCING VERTICL -0 TOTL 3/4 C TOTL HOLE SPCING HORIZONTL D HOLE SPCING E / 4 5-/ 6 4-/8 6 5 HOLES PER F TOP CHORD O.D.T BSE G 9 O.D. 0 O.D. O.D. 3 O.D. 4 O.D. NOTES: LL BOLTS ND NUTS SHLL MEET STM 35 TYPE. LL WSHERS SHLL MEET STM F 436. MXIMUM BCKING RING THICKNESS = FIELD PPLY 00% SILICONE CULK (EXTERIOR USGE) T TOP OF BCKING RING LONG ENTIRE INTERIOR CIRCUMFERENCE OF RM. SEE POLE TO BSE CONNECTION DETIL FOR DDITIONL INFORMTION. 3 4 SCH. 40 STEEL PIPE CBLE GUIDE WITH -9 TNGENT T EXPOSED END, BENDING INTO 90 BEND ( RD.). CBLE GUIDE PROJECTS 6 BEYOND TOP CHORD BERING ND HS FILLET WELD LL ROUND. BREK LL EDGES OF GUIDE. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B TOP CHORD CONNECTION DETILS OF 9

15 B D TOP RING STIFFENER HOLES/BOLTS PER = F SIDE GUSSET TYP. ECH SIDE C E DI. HS BOLT, TYP. BOTTOM CHORD BSE 3 THICKNESS WITH 6 DI. CCESS OPENING & DI. BOLT HOLES (6 BOLTS SHOWN) BOTTOM CHORD DI. T BSE = G DI. x KEY BOTTOM RING STIFFENER ( +.44) x 45 VRIBLE SECTION C-C BOTTOM CHORD BSE (FOR 60 MST RM SHOWN) B D HOLES PER = F C E DI. BOLT HOLE, TYP. (6 BOLT HOLES SHOWN) DI. KEY HOLE BOTTOM CHORD BSE THICK WITH 6 DI. CCESS OPENING & DI. BOLT HOLES BOTTOM CHORD BERING (FOR 60 MST RM SHOWN) BOTTOM CHORD BERING ND BSE DIMENSIONS DESCRIPTION DIMENSION MST RM LENGTH HEIGHT WIDTH B TOTL HOLE SPCING VERTICL C TOTL HOLE SPCING HORIZONTL D HOLE SPCING E 7 7-/ / HOLES PER F BOTTOM CHORD O.D.T BSE G O.D. 3 O.D. 5 O.D. 6 O.D. 6 O.D. NOTES: LL BOLTS ND NUTS SHLL MEET STM 35 TYPE. LL WSHERS SHLL MEET STM F 436. MXIMUM BCKING RING THICKNESS = FIELD PPLY 00% SILICONE CULK (EXTERIOR USGE) T TOP OF BCKING RING LONG ENTIRE INTERIOR CIRCUMFERENCE OF RM. SEE POLE TO BSE CONNECTION DETIL FOR DDITIONL INFORMTION. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B BOTTOM CHORD CONNECTION DETILS OF 9

16 SIDE GUSSET TYPICL ECH SIDE TYP. FOR TOP & BOTTOM S G 0 x ( -0.06) 30 G TYP THICKNESS X POLE DIMETER VRIBLE RING STIFFENER C TYP. FOR TOP & BOTT. BSE 3 BERING G 0 x ( -0.06) 30 TYP. R R R3 R4 G SECTION D-D STIFFENER DETIL x CHMFER CONTCT SURFCE FOR TOP RING GUSSET CMBER NGLE SIDE GUSSET FILLET WELD LINE CONTCT SURFCE FOR LONG POLE SURFCE BERING. NGLE TO MTCH CMBER NGLE x CHMFER CONTCT SURFCE FOR BOTTOM RING GUSSET SIDE GUSSET DETIL MST RM CONNECTION DESCRIPTION DIMENSION MST RM LENGTH WIDTH RING STIFFENER WIDTH C TOP CHORD - TOP RING STIFFENER R 3-/ 4-/ / TOP CHORD - BOTTOM RING STIFFENER R 3-3/4 4-/ 5-/4 4-/4 8-3/4 BOTTOM CHORD - TOP RING STIFFENER R / 7-/ 9 BOTTOM CHORD - BOTTOM RING STIFFENER R4 4-/ 5-/4 5-3/4 7-3/4 9-/4 NOTES: LL RING STIFFENER S RE IDENTICL EXCEPT FOR THIS DIMENSION, WHICH DEPENDS ON THE LOCTION ND THE CMBER NGLE OF THE MST RM CHORD MEMBER. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B STIFFENER /GUSSET CONNECTION DETILS OF 9

17 FLNGE SPLICE TOP CHORD BOTTOM CHORD POLE TYPE MST RM LENGTH FLNGE SPLICE DIMETER BOLT CIRCLE DIMETER CHORD SPLICE FLNGE SPLICE DIMETER BOLT CIRCLE DIMETER CHORD SPLICE TF TS TC BF BS BC B B B B B BOTTOM CHORD FLNGE BOLTS SPLICE (TYP.) BOTTOM CHORD FLNGE TOP OR SPLICE BOTTOM CHORD DI. x KEY COMPLETE PENETRTION WELD (TYP.) T-U4 KEY HOLE FLNGE SPLICE SPLICE KEY 4 DI. HOLE, TYP. 6 DI. HOLE, TYP. BREK NON-CONTCT EDGES. () FLNGE SPLICE BOLT (8) FLNGE SPLICE BOLT HOLES = (TYP.) EQULLY SPCED HOLES = (TYP.) EQULLY SPCED 3 THICKNESS 3 THICKNESS SPLICE BC SPLICE TC BF BS TF TS (TYP.) (TYP.) BOTTOM CHORD FLNGE SPLICE TOP CHORD FLNGE SPLICE NOTE: LL BOLTS ND NUTS SHLL MEET STM 35 TYPE. LL WSHERS SHLL MEET STM F 436. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B FLNGE SPLICE DETILS OF 9

18 0 THREDED HOLE IN TCK WELDED COVER CLIP (TYP.) D D HOLE FOR STINLESS STEEL HEX HED SCREWS (TYP.) GUGE CCESS OPENING COVER - 4x CCESS OPENING FRME MDE CONTINUOUS WITH FULL PENETRTION WELD R = 5 R = 5 0 x CCESS OPENING FRME 0 x CCESS OPENING COVER 3 3 E THREDED HOLE IN TCK WELDED COVER CLIP (TYP.) HOLE FOR STINLESS STEEL 4 x CCESS OPENING FRME MDE CONTINUOUS WITH FULL PENETRTION WELD E 5 HEX HED SCREWS (TYP.) GUGE CCESS OPENING COVER 5 R = R = 3 x 5 CCESS OPENING FRME 3 x 5 CCESS OPENING COVER 4 4 POLE OR CHORD WLL FULL PENETRTION WELD POLE OR CHORD WLL FULL PENETRTION WELD STINLESS STEEL HEX HED SCREWS STINLESS STEEL HEX HED SCREWS CCESS OPENING FRME CCESS OPENING FRME TCK WELDED COVER CLIP (TYP.) GUGE CCESS OPENING COVER TCK WELDED COVER CLIP (TYP.) GUGE CCESS OPENING COVER SECTION D-D SECTION E-E TOP CHORD VERTICL PICKET POLE TYPE MST RM LENGTH BR DIMENSION B60 B x 5/8 4-/ x 5/8 VERTICL PICKET B / x 5/8 B x 5/8 B x 5/8 NOTE: 6 x 5/8 BRS REQUIRED T THE TWO PICKET LOCTIONS NEREST TO THE POLE. BOTTOM CHORD VERTICL PICKET PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B CCESS OPENING ND VERTICL PICKET DETILS OF 9

19 MST RM SIGNL MOUNTING LOCTIONS X CURVED SLOT ON 4 DI. BOLT CIRCLE. MST RM LENGTH NUMBER OF SIGNL MOUNTING S DISTNCES FROM FCE OF RM BSE T < RM TO CENTER OF SIGNL MOUNTING , 37, 49, & , 4, 54, & , 35, 47, 59, & , 40, 5, 64, & , 45, 57, 69, & DI. x O.D. 5 4 x I.D. RING (WIRE PROTECTOR) DI. HOLE FRONT VIEW O.D. ( NOM. PIPE) (DEBURRED) 3 x 5 CCESS OPENING W/COVER 6 4 O.D. ( NOM. PIPE) (DEBURRED) SIGNL MOUNTING SME S T END OF TOP CHORD MST RM TCK PLCES O.D. ( NOM. PIPE) (DEBURRED) FORMED RING DETIL D SIGNL MOUNTING ON TOP CHORD MST RM SIGNL MOUNTING SIDE VIEW DETIL C SOCKET HED SET SCREWS (4) SIGNL MOUNTING T END OF TOP CHORD MST RM BOTTOM CHORD DETIL E (8) THREDED HOLES FOR LUMINIRE EXTENSION 4 DI. HOLE BREK EDGES 0 DI. BOLT CIRCLE TOP VIEW SOCKET HED SET SCREWS (4) FULL PENETRTION WELD POLE FULL PENETRTION WELD POLE POLE TOP WITH LUMINIRE POLE TOP WITHOUT LUMINIRE DETIL F PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE & MST RMS - TYPE B MISCELLNEOUS DETILS OF 9

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21 BILL OF REINFORCEMENT - SPRED FOOTING MST RM LENGTH BR SHPE LOCTION LENGTH LENGTH LENGTH LENGTH LENGTH F SPRED FOOTING TOP F SPRED FOOTING BOTTOM F PEDESTL VERTICL F PEDESTL TIE SPRED FOOTING FOUNDTION DT POLE TYPE MST RM LENGTH SPRED FOOTING DIMENSIONS NCHOR BOLT PROJECTION -9 B B C G B65 B / 3-7 / C B75 B F0 F903 F SPS. (T) 6 6 SPS. (B) 6 6 SPS. (T) 6 6 SPS. (B) 3 CLR. 3 CLR. 3 CLR. 3 CLR. EQ.SPS. F304 TIE 3 CLR. NCHOR BOLT (TYP.) 3 NOTES: NCHOR BOLTS SHLL BE GLVNIZED IN CCORDNCE WITH SPEC PREFORMED JOINT FILLER SHLL BE USED BETWEEN FOUNDTION ND SIDEWLK OR CONCRETE RES. CONCRETE SHLL BE MIX 3Y43 PER MnDOT 46. NO COLD CONCRETE CONSTRUCTION JOINTS WILL BE PERMITTED. CONCRETE FOUNDTIONS SHLL CURE MINIMUM OF SEVEN DYS PRIOR TO PLCING POLE ND MST RM. THE PPLICBILITY OF THE SOIL PRMETERS LISTED ON THE FOUNDTION STNDRD SHEETS SHLL BE VERIFIED BY THE DT OBTINED FROM (ONE) SOIL BORING T THE LOCTION OF ECH MST RM FOUNDTION. SPRED FOOTING PLN MnDOT DISTRICT SOILS ENGINEER SHLL PPROVE THE TYPE OF FOUNDTION TO USE. SPRED FOOTINGS HVE BEEN DESIGNED BSED ON N LLOWBLE BERING PRESSURE OF.50 ksf. NY FINISHED GRDE MIN. B 4 F B F0 3 CLR 4 SPS. = -0 EXCEEDNCE REQUIRES N PPROVL BY THE DISTRICT SOILS ENGINEER. LL REINFORCMENT IS IN METRIC DESIGNTIONS PER MnDOT SPEC REINFORCEMENT BRS FOR THE FOUNDTIONS SHLL BE DEFORMED BILLET BRS PER SHTO M 3, GRDE 60 (MnDOT S 47 ND 330). 6 FOR 60-0, 65-0, 75-0, & 80-0 MST RM LENGTHS. 4- FOR 70-0 MST RM LENGTH. CONDUIT PER SPEC. 380 OR 3803, SIZE ND NUMBER S REQUIRED IN PLNS OR SPECIL PROVISIONS. 4 MINIMUM PROJECTION BOVE FOUNDTION. OPEN ENDS OF LL 3 CLR. (TYP.) F0 -F304 NCHOR BOLT (TYP.) 3 5 CLR. -8 CONDUIT INTO FOUNDTION SHLL BE POSITIONED TO FIT INSIDE THE DI. OPENING IN THE BSE ND CPPED UNTIL CBLES RE PLCED. SPRED FOOTING ELEVTION 3 4 SEE NCHOR BOLT SSEMBLY DETIL ON SHEET 3 OF 4. FOR THRED PROJECTION, SEE NCHOR BOLT DETIL ON SHEET 4 OF 4. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE FOUNDTION - TYPE B SPRED FOOTING FOUNDTION OF 4

22 BILL OF REINFORCEMENT - DRILLED SHFT D90 4 E 4 E 4 E 4 E 4 E DRILLED SHFT VERTICL D DRILLED SHFT TIE -9 DRILLED SHFT FOUNDTION DT POLE TYPE MST RM LENGTH D E NCHOR BOLT CIRCLE DIMETER B C B65 B D30 B B D30 TIE NOTES: 4 - EQUL SPCES 4-6 DI. 3 CLR. NCHOR BOLTS SHLL BE GLVNIZED IN CCORDNCE WITH SPEC PREFORMED JOINT FILLER SHLL BE USED BETWEEN FOUNDTION ND SIDEWLK OR CONCRETE RES. CONCRETE SHLL BE MIX 3Y43 PER MnDOT 46. C NO COLD CONCRETE CONSTRUCTION JOINTS WILL BE PERMITTED. SECTION - NCHOR BOLT (TYP.) CONCRETE FOUNDTIONS SHLL CURE MINIMUM OF SEVEN DYS PRIOR TO PLCING POLE ND MST RM. THE PPLICBILITY OF THE SOIL PRMETERS LISTED ON THE FOUNDTION STNDRD SHEETS SHLL BE VERIFIED BY THE DT OBTINED FROM (ONE) SOIL BORING T THE LOCTION OF ECH MST RM FOUNDTION. MnDOT DISTRICT SOILS ENGINEER SHLL PPROVE THE TYPE OF FOUNDTION TO USE. 3 NCHOR BOLT (TYP.) FINISHED GRDE 6 4 FIBER FORMING TUBE MY ONLY BE USED FOR FORMING THE TOP FOUR (4) FEET OF THE DRILLED SHFT FOUNDTION. THE DRILLED HOLE SHLL BE PROTECTED GINST COLLPSING. DRILLED SHFTS HVE BEEN DESIGNED BSED ON EITHER OF THE FOLLOWING SOIL PRMETERS, NY VRITION REQUIRES N PPROVL BY THE SOILS ENGINEER: COHESIVE SOILS: D E -6 MIN. 6 SPS. C =.0 ksf SHER STRENGTH Y = 0.5 kcf UNIT WEIGHT OF SOIL s GRNULR SOILS: O = 3 NGLE OF FRICTION Y = 0.5 kcf UNIT WEIGHT OF SOIL s k = 0.50 T-REST COEFFICIENT o u = 0.70 COEFFICIENT OF FRICTION LL REINFORCMENT IS IN METRIC DESIGNTIONS PER MnDOT SPEC REINFORCEMENT BRS FOR THE FOUNDTIONS SHLL BE DEFORMED BILLET BRS PER SHTO M 3, GRDE 60 (MnDOT S 47 ND 330). D90 SEE NCHOR BOLT SSEMBLY DETIL ON SHEET 3. CONDUIT PER SPEC. 380 OR 3803, SIZE ND NUMBER S REQUIRED IN PLNS OR SPECIL PROVISIONS. 4 MINIMUM PROJECTION BOVE FOUNDTION. OPEN ENDS OF LL 8 CONDUIT INTO FOUNDTION SHLL BE POSITIONED TO FIT INSIDE THE DI. OPENING IN THE BSE ND CPPED UNTIL CBLES RE PLCED. FOR THRED PROJECTION, SEE NCHOR BOLT DETIL ON SHEET 4. DRILLED SHFT ELEVTION PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE FOUNDTION - TYPE B DRILLED SHFT FOUNDTION OF 4

23 3 THICKNESS BSE NCHOR BOLT HOLE = + (TYP.) HOLES EQULLY SPCED 3 BOLT CIRCLE - C POLE BSE -0 DI. HOLE FOR CONDUIT MX. DISTNCE LIMITED TO C B NCHOR BOLT (TYP.) 4 (TYP.) BSE OF MST RM POLE 6 SQ. x THICK BERING (TYP.) THICKNESS 3 (TYP.) NCHOR BOLT HOLE = + (TYP.) HOLES EQULLY SPCED TEM NCHOR BOLT TEM PRTIL ELEVTION (SHOWING BSE & NCHOR BOLT SSEMBLY) C BOLT CIRCLE - C 3 (TYP.) NCHOR BOLT (TYP.) 6 SQ. x THICK BERING (TYP.) NCHOR BOLT TEM NCHOR BOLT TEM H (TOTL LENGTH OF NCHOR BOLT) NCHOR BOLT TEM NCHOR BOLT TEM 3 (TYP.) 6 SQ. x THICK BERING (TYP.) ( PER SSEMBLY) 3 (TYP.) NCHOR BOLT (TYP.) C NCHOR BOLT SSEMBLY VIEW - BSE NCHOR BOLT POLE TYPE MST RM LENGTH DIMETER NCHOR BOLT DIMETER BOLT CIRCLE DIMETER TOTL LENGTH NOTES: LL EXPOSED HEX NUTS ND WSHERS SHLL BE GLVNIZED B B C 9 H 4 PER MNDOT SPEC NCHOR BOLTS SHLL BE GLVNIZED PER MNDOT SPEC. 339 TO THE LIMITS SHOWN ON SHEET 4 OF 4. B NCHOR BOLT TEMS ND HRDWRE EMBEDDED B IN CONCRETE SHLL NOT BE GLVNIZED. B NCHOR BOLT MTERIL SHLL MEET SPEC TYPE C. ECH NCHOR BOLT TO BE PROVIDED WITH (4) HEVY HEX B NUTS, (4) HRDENED FLT WSHERS, ND () BERING. PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE FOUNDTION - TYPE B NCHOR BOLT ND BSE DETILS OF 4

24 5 LIMITS FOR GLVNIZING THREDED END G (PROJECTION) H (NCHOR BOLT LENGTH) TOP OF PEDESTL OR DRILLED SHFT F (EMBEDMENT DEPTH) THREDED END NCHOR BOLT DETIL NCHOR BOLTS POLE TYPE MST RM LENGTH EMBEDMENT DEPTH PROJECTION TOTL LENGTH DIMETER F G H B B B B B PPROVED UGUST 0, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER POLE FOUNDTION - TYPE B NCHOR BOLT DETIL OF 4

25 o DESIGN DT LINE POST FOR CBLE BRRIER SYSTEM 0 ND CURRENT INTERIM SHTO LRFD BRIDGE DESIGN S -4MIN. MX. SOCKET FOR CBLE LINE POST (PER MNUFCTURER S S) DESIGN FORCE: MX PLSTIC MOMENT = 9000 ft-lb MTERIL DESIGN PROPERTIES: REINFORCED CONCRETE: f c = 4 ksi n = 8 Fy = 60 ksi FOR REINFORCEMENT 0E REINF. BRS 4-8 LONG (MIN.) (6 REQ D) 0E REINFORCEMENT TIES (7 REQ D) MINIMUM SOIL PROPERTIES: CORSE GRINED SOIL: = 30 FINE GRINED SOIL: C = 000 lb/sq.ft. CONCRETE MIX 3Y43 GENERL NOTES: THE BR SIZE IS THE PPROXIMTE NOMINL 4 -0= MIN. (7) 9-DI. 0E REINFORCEMENT TIES DIMETER OF THE BR IN MILLIMETERS (mm). LL REINFORCEMENT BRS SHLL BE EPOXY COTED. EMBED THE POST SOCKET WITHIN THE REBR CGE WITHIN OF THE CENTER OF THE CONCRETE FOUNDTION. PROVIDE PROTECTION TO THE HOLE FROM CVE-IN OR COLLPSE, IF NECESSRY, WITH PERMNENT OR TEMPORRY CSING OR FORMING. (6) 0E REINFORCEMENT BRS 4-8 LONG (MIN.) 3 (MIN.) COVER (MIN. ) - DI. (MIN.) ELEVTION VIEW 9 0 LP - DI. (MIN.) 5 (MX.) COVER (MIN. ) 0E TIE SOCKET FOR CBLE LINE POST (PER MNUFCTURER S S) 9 DI. 0E REINFORCEMENT TIES (6) 0E REINFORCEMENT BRS PLN VIEW 4-8 LONG (MIN.) PPROVED UGUST 7, 0 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD STTE DESIGN ENGINEER HIGH-TENSION CBLE BRRIER LINE POST FOUNDTION CONCRETE DESIGN

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