SUBJECT: Signal and Lighting Standard Plates , 8112, 8120, 8126, 8127, 8128, and 8134

Transcription

1 MINNESOTA DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER (5-0) MANUAL: Standard Plates DATED: July, 05 SUBJECT: Signal and Lighting Standard Plates - 806, 8, 80, 86, 87, 88, and 8 The following Standard Plates have been modified due to a change in concrete mix specifications: 806, 8, 80, 86, 87, 88, and 8. Refer to the accompanying Summary of Changes for specific modifications. 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 5-0, dated February 9, 05. Remove from the Standard Plate manual: Standard Plate Index, Sheets - of, Numerical Index of Standard Plates Standard Plate 806C, Equipment Pad B, Sheets - of Standard Plate 8H, Pedestal Foundation Standard Plate 80P, Pole Foundation Standard Plate 86K, Pole Foundation Standard Plate 87D, Light Foundation, Sheets - of Standard Plate 88D, Light Foundation, Sheets - of Standard Plate 8B, Pole Foundation, Sheets - of Insert into the Standard Plate manual: Standard Plate Index, Sheets - of, Numerical Index of Standard Plates (July 5, 05) Standard Plate 806D, Equipment Pad B, Sheets - of (July 5, 05) Standard Plate 8I, Pedestal Foundation (July 5, 05) Standard Plate 80Q, Pole Foundation (July 5, 05) Standard Plate 86L, Pole Foundation (July 5, 05) Standard Plate 87E, Light Foundation, Sheets - of (July 5, 05) Standard Plate 88E, Light Foundation, Sheets - of (July 5, 05) Standard Plate 8C, Pole Foundation, Sheets - of (July 5, 05) Current Standard Plates including Transmittal Letters are available on the web at: Direct any technical questions regarding this transmittal to Ron Reemer, Design Standards Unit at (65) Michael Elle, P.E. Design Standards Engineer

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3 Summary of Changes Signals and Lighting Standard Plates Transmittal Letter No. (5-0) 806 Equipment Pad B. Plate number incremented from 806C to 806D.. Concrete mix changed to F5 (sheets and ). 8 Pedestal Foundation. Plate number incremented from 8H to 8I.. Concrete mix changed to F5. 80 Pole Foundation. Plate number incremented from 80P to 80Q.. Concrete mix changed to G5.. Notes and, changed the word installed to placed. 86 Pole Foundation. Plate number incremented from 86K to 86L.. Concrete mix changed to G5. 87 Light Foundation. Plate number incremented from 87D to 87E.. Concrete mix changed to G5 (sheets and ).. Note, changed from Type A to Type B steel (sheets and ). 88 Light Foundation. Plate number incremented from 88D to 88E.. Concrete mix changed to G5 (sheets and ).. Note, changed from Type A to Type B steel (sheets and ).. Note 5, sheet, changed flat washer to Holddown washer. 8 Pole Foundation. Plate number incremented from 8B to 8C.. Concrete mix changed to G5 (sheets and ).

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5 S BLANK SERIES PAVEMENT SERIES BLANK SERIES CULVERTS AND APPURTENANCES SERIES SEWER APPURTENANCES SERIES EROSION CONTROL STRUCTURES SERIES BLANK SERIES CURB, CURB AND GUTTER, SIDEWALK SERIES BARRICADES, SIGNALS, MARKERS, ETC SERIES MISCELLANEOUS SERIES 0000 SERIES BLANK 000 SERIES PAVEMENT 070M 0K 50R 0G Supplemental Pavement Reinforcement Typical Dowel Bar Assembly ( Sheets) Concrete Header Joints ( Sheets) Concrete Pavement Adjacent to Railway Crossing 000 SERIES BLANK 000 SERIES CULVERTS AND APPURTENANCES 000L Reinforced Concrete Pipe (5 Sheets) 00B Reinforced Concrete Reducer Pipe 00B Reinforced Concrete Increaser Pipe 006G Gasket Joint for R.C. Pipe ( Sheets) 007E Shear Reinforcement for Precast Drainage Structures 0J Reinforced Concrete Pipe Arch ( Sheets) 00F Reinforced Precast Concrete Cattle Pass (60" & 7") 0C Precast Concrete Safety Apron ( Sheets) 00A Precast Cattle Pass Transition Section 0B Connection between Existing Ft. X 6 Ft. Cattle Pass and New Precast Transition Section 00F Corrugated Metal Pipe Culvert (Standard -/" x /" Corrugation) 0D Corrugated Metal Pipe (" x " Corrugation) 050B Design Data Structural Plate Structures (8" Corner Radius) 05B Design Data Structural Plate Structures (" Corner Radius) 065C Connection between Existing Culv. & New "C" Culv. Barrel ( Sheets) 066A C.M. Extension for Box Culvert 00G Concrete Apron for Reinforced Concrete Pipe 0G Concrete Apron for Reinforced Concrete Pipe-Arch H Sectional Concrete Apron for Reinforced Concrete Pipe-Arch K Metal Apron for C.M. Pipe-Arch Culvert J Metal Apron for C.S. Pipe B Metal Apron Connection 5A Inlet Protection for Metal Culverts (90" dia. to 96" dia.) 6B Inlet Protection for Structural Plate Pipe (60" thru 96" dia. or span) 7A Inlet Protection for Structural Plate Pipe (0" thru 80" dia. or span) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF S (Sheet of ) July 5, 05

6 8H 9A C A D D 5A 6B 7B 8B 9B A C 5G 6C 8A C Metal Safety Apron & Grate ( Sheets) Metal Apron for Corrugated Polyethylene Pipe (Use at Entrances and Driveways) Precast Concrete Headwall for Subsurface Drains Grate for : Precast Concrete Aprons Riprap at RCP Outlets Riprap at CSP Outlets Hand-Placed Riprap at Precast Concrete Cattle Pass Slotted Vane Drain for P.V.C. Pipe Slotted Drain for " thru 0" Dia. C.M. Pipe (Stackable) Slotted Drain for " thru 0" 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 ( Sheets) Corrugated Steel Pipe Coupling Band ( Sheets) 000 SERIES--SEWER APPURTENANCES Drainage Structure and Castings ( Sheets) Structure and Casting Combinations Standard Casting Assemblies List of Castings List of Drainage Structures 000J Manhole or Catch Basin (Masonry, Field Constructed) - Design A 00F Manhole or Catch Basin (Masonry, Field Construction) - Design C 00B 0" Precast Catch Basin Design N 005M Manhole or Catch Basin Type A & B Cone Sections Precast - Design F 006L Manhole or Catch Basin Precast - Designs G and H 007C Precast Mechanical Joint Sewer Manhole 008E Catch Basin (Sectional Concrete Pipe) - Design I 009H Manhole or Catch Basin (Sectional Concrete Pipe) - Design J 00H Concrete Short Cone & Adjusting Ring (Sectional Concrete) 0E Precast Concrete Base 07C Catch Basin (Concrete Pipe and Metal Pipe) - Designs PC and PM 08B Manhole or Catch Basin (Reducer Cone Section Precast) Design D 00J Manhole or Catch Basin (For Use With or Without Traffic Loads) ( sheets) 0F Precast Curb Opening Catch Basin 0A Manhole or Catch Basin Cover ( ft. X ft. Opening) 0A 8" Dia. Precast Shallow Depth Catch Basin - Design SD 05B Drop Inlets or Catch Basins - Design DI (Concrete & Metal) 06A Concrete Encased Concrete Adjusting Rings 0D Ring Casting For Manhole or Catch Basin 08F Adjusting Rings for Catch Basins and Manholes 0F Cover Casting for Manhole (For Use in all Traffic Areas) Casting No. 75 and 76 5D Catch Basin Frame Casting (For Square Grate) Casting No F Catch Basin Frame Casting Casting No. 80 9G Catch Basin Frame Casting (For Square Grate) - Casting No. 80A F Catch Basin Frame Casting (For Square Grate) Casting No. 805 A Curb Box Casting for Catch Basin - Casting No. 8 A Curb Box Casting for Catch Basin (For Design B Curbs) - Casting No. 85 0D Special Grate Castings for Catch Basin (Convex and Concave) - Casting No. 70 and 7 E Stool Grate & Concrete Frame (Median Drains) - Casting No. 7 9C Grate Casting for Catch Basin - Casting No. 80 MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF S (Sheet of ) July 5, 05

7 50C Grate Casting for All Pipe Drainage Structures 5B Grate Casting for Catch Basin (Square Type) - Casting No. 8 5C Catch Basin Grate Casting - Casting No. 8A 5A Catch Basin Grate Casting - Casting No. 85 5B Catch Basin Grate Casting - Casting No D Curb Box Casting for Catch Basin - Casting No. 8A and 8A 6F Curb Box Casting for Catch Basin - Casting No. 8B, 8 and 8A 80J Manhole or Catch Basin Step 5000 SERIES--EROSION CONTROL STRUCTURES 500A 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) 700K Concrete Curb (Design B, Design V, Design S, Design DR and Design BR) ( Sheets) 705N Concrete Walk & Curb Returns at Entrances 708A 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, B, B5 and D) ( 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) 7A Concrete Approach Nose Detail 8000 SERIES -- BARRICADES, SIGNALS, MARKERS, ETC. 8000I 800G 806D 80E 8E 8I 87G 88D 89C 80Q 8H 8F 8G 86L 87E 88E Standard Barricades Permanent Barricade Equipment Pad B Traffic Signal Bracketing (Pole Mounted) Traffic Signal Bracketing (Pedestal Mounted) ( Sheets) Pedestal Foundation (Traffic Control Signals) Precast Concrete HandHole With Vehicle Load Service Equipment & Pole Traffic Control Signals Ground Mounted Cabinet Foundation Pole Foundation (PA85) Transformer Base and Pole Base Plate (PA85, PA90 and PA00) ( Sheets) Pedestal and Pedestal Base (For Traffic Control Signals Support) ( Sheets) Pole and Mast Arm Luminaires and Traffic Lights Assembly (For All Pole Types) ( Sheets) Pole Foundation (PA90 and PA00) Light Foundation - Design E, Precast/Cast-In-Place, 0 ft. Pole or Less ( Sheets) Light Foundation - Design H, Precast/Cast-In-Place, 9 ft. Pole ( Sheets) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF S (Sheet of ) July 5, 05

8 89A 80E 8B 8A 8C 850C 807S 808B 809B 86C 88C 86D 89I 80G 8B 8D 8B 87C 88D 89A 80A 8A 87A 850A 800E 80C Shim and Washer (Traffic Control Signals and Roadway Lighting) Saw Cut Loop Detectors ( Sheets) Preformed Rigid PVC Conduit Loop Detector ( Sheets) Pole and Mast Arm - Type BA (9 Sheets) Pole Foundation - Type BA ( Sheets) Installation of Culvert Markers W-Beam Guardrail & End Anchorages (Installation with Wood Posts) ( Sheets) Reinforced Concrete Median Barrier Type F (Non-Glare Screen Type) Design 808 ( Sheets) Reinforced Concrete Median Barrier Type F & Glare Screen Design 809 ( 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) ( Sheets) -Cable Guardrail (With Wood Posts) (Assembly Details) ( Sheets) -Cable Guardrail (With Steel Posts) ( Sheets) Anchor Bolt Cluster and Base Plate for Light Poles -Cable Guardrail Anchor (Anchor Details) ( Sheets) Temporary Portable Precast Concrete Barrier (Type F ) ( Sheets) W-Beam Guardrail & End Anchorages (Installation with Steel Posts) ( Sheets) -Cable (Steel Posts) to W Beam (Wood Posts) Guardrail Transition -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 90B 90E 90B 908A 909G 90G 9E 9K 9D 9C 950A 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) ( 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-Away Type) MINNESOTA DEPARTMENT OF TRANSPORTATION NUMERICAL INDEX OF S (Sheet of ) July 5, 05

9 5/8'' DIA. X 5' GROUND RODS 6-/" " RIGID PVC CONDUIT LOAD SIDE ' 0'' '' RIGID PVC CONDUIT CLASS A ROLLED THREADS AFTER GALVANIZING " MIN. THREADS '' RIGID PVC CONDUIT GALVANIZED NUT AND " O.D. STAINLESS STEEL WASHER PROVIDED WITH SERVICE CABINET /'' NOMINAL DIA. -/'' ` /'' R. '' ` '' FULL LENGTH GALVANIZED '' RSC TO POLE MOUNTED TRANSFORMER OR " RIGID PVC TO PAD MOUNTED TRANSFORMER '' GROUND ROD PROJECTION ANCHOR ROD (TYP.) LINE SIDE ' 6'' PLAN VIEW "-" CONDUIT PROJECTION SEE ANCHOR ROD LOCATION DETAIL "-" ANCHOR PROJECTION '' ` /'' "-6" ''-5" /'' BEVEL (TYP.) ANCHOR ROD DETAIL (SPEC. 85 TYPE A) '' SUPPLEMENTAL GROUND ROD '' MIN. " RIGID PVC "RIGID PVC CONDUIT - '' RIGID PVC CONDUIT SERVICE CABINET LOCATION '' RSC OR RIGID PVC 5/8'' DIA. X 5' GROUND ROD ( COPPER COATED ) NOT LESS THAN 8' ' 6'' EQUIPMENT PAD SIDE VIEW ' 0'' " 6" " NOTES: CONCRETE SHALL BE MIX F5. CAST-IN-PLACE EQUIPMENT PAD B CONTRACTOR SHALL HAVE THE OPTION OF PRECAST OR CAST-IN-PLACE EQUIPMENT PAD. TOP OF PAD SHALL HAVE A BRUSH TOP FINISH. PLACE THREE () IN. RIGID PVC CONDUIT WITH ELBOWS ON THE LOAD SIDE OF THE EQUIPMENT PAD. PLACE ONE () IN. RIGID PVC CONDUIT WITH ELBOW ON THE LOAD SIDE OF THE EQUIPMENT PAD FOR FUTURE USE ONLY. USE PVC CONDUIT CAPS OR PLUGS TO SEAL THE OPEN ENDS OF THE CONDUIT END BELL FITTINGS ON CONDUIT ENDS SHALL BE INCLUDED PER SPEC. 565.D. PLACE FOUR () GALVANIZED "L" SHAPED CONCRETE EMBEDDED TYPE ANCHOR RODS AS SHOWN IN THE ANCHOR ROD DETAIL, PLACE ANCHOR RODS AS SHOWN ON THE ANCHOR ROD LOCATION DETAIL. USE A RIGID STEEL TEM TO HOLD ANCHOR RODS IN PLACE UNTIL CONCRETE HAS CURED. 8-/" " 0-/" ANCHOR ROD LOCATION DETAIL PLACE A 5/8" DIA. X 5' GROUND ROD ELECTRODE IN THE LOAD SIDE OF THE EQUIPMENT PAD AND PROJECT " +/- /". PLACE A SUPPLEMENTAL 5/8" DIA. X 5' GROUND ROD ELECTRODE OUTSIDE OF THE EQUIPMENT PAD WITH THE TOP OF THE ELECTRODE BURIED " TO 6" BELOW THE GROUND LINE (7" TO 8" IF LOCATED UNDER BITUMINOUS OR CONCRETE SURFACES) AND NOT LESS THEN 8' FROM THE GROUND ROD ELECTRODE IN THE PAD. APPLY DE-OX COMPOUND TO THE GROUNDING CONNECTIONS AFTER FINAL ASSEMBLY. APPLY ANTI -SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. WITH A BRUSH TO ALL ANCHOR ROD THREADS. APPROVED JULY 5, 05 EQUIPMENT PAD B 6, , D OF

10 5/8'' DIA. X 5' GROUND ROD 5'' X ' '' SLOTTED HOLE FOR CONDUIT " '' ' 0'' ' 8'' '' 0-/'' '' RIGID PVC CONDUIT 0-/'' 6" LOAD SIDE BARS " RIGID PVC CONDUIT LINE SIDE 6" " '' RSC TO POLE MOUNTED TRANSFORMER OR " RIGID PVC TO PAD MOUNTED TRANSFORMER " 5" " 0" BARS ' 6'' PLAN VIEW " "-6" " GROUND ROD PROJECTION /" X 8" STAINLESS STEEL THREADED RODS ''-5" " "-" CONDUIT PROJECTION (TYP.) "-" ANCHOR PROJECTION " MIN.-5 MAX." /'' BEVEL ( TYP. ) SUPPLEMENTAL GROUND ROD '' MIN. " " RIGID PVC BARS " RIGID PVC CONDUIT - '' RIGID PVC CONDUIT '' RSC OR RIGID PVC 5/8'' DIA. X 5' GROUND ROD ( COPPER COATED ) NOT LESS THAN 8' SIDE VIEW PRECAST EQUIPMENT PAD B NOTES: CONTRACTOR SHALL HAVE THE OPTION OF PRECAST OR CAST-IN-PLACE EQUIPMENT PAD. CONCRETE SHALL BE MIX F5. TOP OF PAD SHALL HAVE A BRUSH TOP FINISH. SEE ANCHOR ROD LOCATION DETAIL ON SHEET OF FOR BOLT LOCATION. PLACE THREE () IN. RIGID PVC CONDUIT WITH ELBOWS ON THE LOAD SIDE OF THE EQUIPMENT PAD. PLACE ONE () IN. RIGID PVC CONDUIT WITH ELBOW ON THE LOAD SIDE OF THE EQUIPMENT PAD FOR FUTURE USE ONLY. USE PVC CONDUIT CAPS OR PLUGS TO SEAL THE OPEN ENDS OF THE CONDUIT END BELL FITTINGS ON CONDUIT ENDS SHALL BE INCLUDED PER SPEC. 565.D. FILL AREA AROUND RIGID PVC CONDUIT AND GROUND ROD AS APPROVED BY THE ENGINEER. PLACE A 5/8" DIA. X 5' GROUND ROD ELECTRODE IN THE LOAD SIDE OF THE EQUIPMENT PAD AND PROJECT " +/- /". PLACE A SUPPLEMENTAL 5/8" DIA. X 5' GROUND ROD ELECTRODE OUTSIDE OF THE EQUIPMENT PAD WITH THE TOP OF THE ELECTRODE BURIED " TO 6" BELOW THE GROUND LINE (7" TO 8" IF UNDER BITUMINOUS OR CONCRETE SURFACES) AND NOT LESS THAN 8' FROM THE GROUND ROD ELECTRODE IN THE PAD APPLY DE-OX COMPOUND TO THE GROUNDING CONNECTIONS AFTER FINAL ASSEMBLY. REINFORCEMENT SHALL BE. BAR. EACH PAD SHALL CONTAIN: EIGHT (8) '-8" LENGTH BARS AND EIGHT (8) '-" LENGTH BARS AS SHOWN. ANCHOR RODS SHALL BE CHAMFERED AND SHALL BE IN ACCORDANCE WITH 85.D. RODS SHALL BE ANCHORED USING AN EPOXY ADHESIVE INTO 7/8" DIA. DRILLED HOLE " - 5" IN DEPTH PER MANUFACTURE'S INSTRUCTIONS. MECHANICAL S OR CONCRETE WEDGE ANCHORS SHALL NOT BE USED. USE AN APPROVED EPOXY ADHESIVE FOR APS PUSH BUTTON BASE ADHESIVE ANCHOR SYSTEMS FROM MnDOT's APPROVED/QUALIFIED PRODUCTS LIST. PLACE ANCHORS AS SHOWN ON THE ANCHOR ROD LOCATION DETAIL. USE NUT AND WASHER PROVIDED WITH THE SERVICE CABINET. APPLY ANTI -SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. WITH A BRUSH TO ALL ANCHOR ROD THREADS. APPROVED JULY 5, 05 EQUIPMENT PAD B 6, , D OF

11 CONTINUOUS SOLID 6 AWG BARE COPPER CONDUCTOR FROM THE GROUND BUS BAR IN THE SERVICE CABINET TO THE SUPPLEMENTAL 5/8" DIA. X 5' GROUND ROD CONNECT CONTINUOUS SOLID 6 AWG BARE COPPER CONDUCTOR WITH AN NRTL LISTED BONDING CLAMP OR EXOTHERMIC WELDED CONNECTION TO THE GROUND ROD ABOVE PAD NRTL LISTED BONDING CLAMP SUITABLE FOR DIRECT BURIED OR EXOTHERMIC WELDED CONNECTION " ''-6" " RIGID PVC ELBOW " RIGID PVC " RIGID PVC ELBOW SUPPLEMENTAL 5/8" DIA. X 5' GROUND ROD 5/8'' DIA. X 5' GROUND ROD NOT LESS THAN 8' GROUNDING ELECTRODE SYSTEM FOR CAST-IN-PLACE PAD NRTL LISTED BONDING CLAMP OR EXOTHERMIC WELDED CONNECTION EXPOSED ABOVE THE PAD TO ACCOMMODATE TWO SOLID 6 AWG BARE COPPER CONDUCTORS CONTINUOUS SOLID 6 AWG BARE COPPER CONDUCTOR FROM THE GROUND BUS BAR IN THE SERVICE CABINET TO THE SUPPLEMENTAL GROUND ROD NRTL LISTED BONDING CLAMP SUITABLE FOR DIRECT BURIED OR EXOTHERMIC WELDED CONNECTION ''-6" " PROVIDE A MIN. 5' LENGTH OF EXPOSED UNSPLICED SOLID 6 AWG BARE COPPER CONDUCTOR OUT OF CONCRETE IN LONG SLOTTED HOLE TO BE BONDED TO THE GROUND ROD ELECTRODE IN THE PAD AND TERMINATED TO THE GROUND BUS BAR IN THE SERVICE CABINET NTRL LISTED BONDING CLAMPS SUITABLE FOR CONCRETE ENCASEMENT OR EXOTHERMIC WELDED CONNECTION TO BOND 6 AWG BARE COPPER CONDUCTORS TO REINFORCEMENT BAR " RIGID PVC ELBOW " RIGID PVC " RIGID PVC ELBOW REINFORCEMENT BAR SUPPLEMENTAL 5/8" DIA. X 5' GROUND ROD NOT LESS THAN 8' 5/8'' DIA. X 5' GROUND ROD GROUNDING ELECTRODE SYSTEM FOR PRECAST PAD NOTES: APPLY DE-OX COMPOUND TO THE GROUNDING CONNECTIONS AFTER FINAL ASSEMBLY. APPROVED JULY 5, 05 EQUIPMENT PAD B 6, , D OF

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13 -/'' ` /'' RADIUS CLASS A ROLLED THREADS AFTER /'' NOMINAL DIA. GALVANIZING CONDUIT, NUMBER AND SIZE AS REQUIRED 5/8" X 5' GROUND ROD '' ` /'' 9'' ` '' FULL LENGTH GALVANIZED 0'' MIN. THREADS ANCHOR ROD DETAIL (SPEC. 85 TYPE A) NOTES: SIZE OF FOUNDATION MAY BE CHANGED IN THE PLANS OR SPECIAL PROVISIONS, OR IN THE FIELD AS DIRECTED BY THE ENGINEER. TOP VIEW A FIBER FORMING TUBE MAY BE USED IN ACCORDANCE WTIH 565.F. THE UPPER PART OF THE FOUNDATION SHALL BE BEVELED OR CHAMFERED IN A NEAT MANNER AS DIRECTED BY THE ENGINEER IN THE FIELD. -/'' MIN. TO -/" MAX. PROJECTION 5/8" X 5' GROUND ROD '' MIN. TO " MAX. PROJECTION 5 THE OPEN END OF ALL CONDUIT INTO THE FOUNDATION SHALL BE CAPPED UNTIL CABLES ARE PLACED. ALL BACKFILLING AROUND THE FOUNDATION MUST BE IN ACCORDANCE WITH 5. /" MAX. SIDEWALK OR CONCRETE AREA '' MIN. TO -/"MAX. PROJECTION /" MAX. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. END BELL FITTINGS ON CONDUIT ENDS SHALL BE INCLUDED PER SPEC. 565.D. ANCHOR RODS EQUALLY SPACED ON -/" BOLT CIRCLE POSITIONED SUCH THAT THE PEDESTAL 8'' BASE ACCESS DOOR IS CONVENIENTLY LOCATED ON THE SIDE AWAY FROM TRAFFIC (IF POSSIBLE). FOUR () /'' DIA. ANCHOR RODS, NUTS AND 6'' WASHERS PER SPEC. 85 (TYPE A), OR APPROVED PEDESTAL MANUFACTURERS' EQUAL. THE WASHERS SHALL BE PER SPEC. 8.C, EXCEPT THAT THE DIMENSIONS OF THE WASHERS SHALL BE ONE OF CONCRETE MIX OPTIONS SHOWN ON 89. F5 OR EQUAL RIGID STEEL CONDUIT PER SPEC. 80 OR RIGID PVC CONDUIT PER SPEC. 80. SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS. PREFORMED JOINT FILLER BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREA 0" DIA. 5 WHEN IN CONTACT WITH ROCK, GROUND RODS SHOULD BE PLACED AS SPECIFIED IN CURRENT NATIONAL ELECTRICAL CODE (NEC) SIDE SECTION PLANS SYMBOL TRAFFIC SIGNAL PEDESTAL APPROVED JULY 5, 05 PEDESTAL FOUNDATION (TRAFFIC CONTROL SIGNALS) I

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15 ANCHOR ROD SPACER BRACKET -/8'' ` /'' RADIUS -/'' NOMINAL DIA. CLASS A ROLLED THREADS AFTER GALVANIZING 5 CONDUIT (SIZE AND NUMBER AS REQUIRED) VERTICAL REINFORCEMENT 7-/'' ` /8'' ' 9-/'' ` /'' ANCHOR ROD DETAIL (SPEC. 85 TYPE C) 8'' MIN. THREADS '' MIN. GALVANIZE ' 0'' TOP VIEW NOTES: REINFORCING BARS SHALL BE GRADE 60 AND MEET THE GROUND LINE OR TOP OF WALK AREA POLE TRANSFORMER BASE APPROXIMATELY /'' RADIUS ALL AROUND '' REQUIREMENTS OF ASTM A 706 (WELDABLE REBARS) AND ARE IDENTIFIED BY A DISTINGUISHING MARK OF "W" ROLLED ONTO THE SURFACE OF ONE SIDE OF THE BAR. WELDING SHALL BE PER ANSI/AWS D.. USE 8-7 BARS FOR VERTICAL REINFORCEMENT, SPACED ON A 7'' DIA. CIRCLE. HORZONTAL (CIRCULAR) BARS TO BE SPACED AT ' 0'' MAXIMUM VERTICAL SPACING. SECURELY TIE OR WELD (OR COMBINATION) VARIABLE 0' 0'' MINIMUM ' 0'' ` ' 0'' SPACER BRACKET 6''`" 6'' MIN. ALL REINFORCEMENT TOGETHER. ANCHOR RODS SHALL BE GALVANIZED IN ACCORDANCE WITH SPEC. 9 AND SHALL BE -/'' NOMINAL DIA. AND CUT LENGTH OF 60'' BEFORE BENDING. (SEE ANCHOR ROD DETAIL). ANCHOR ROD CAGES SHALL BE DESIGNED WITHOUT WELDING ONTO THE ANCHOR RODS. ALL BACKFILLING AROUND THE FOUNDATION MUST BE IN ACCORDANCE WITH 5. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. CONCRETE MIX G5. PREFORMED JOINT FILLER SHALL BE USED BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREAS. A FIBER FORMING TUBE SHALL BE USED IN FORMING THE FOUNDATION, OR AS APPROVED BY THE ENGINEER. OPEN ENDS OF ALL CONDUIT INTO FOUNDATION SHALL BE POSITIONED INSIDE THE ANCHOR ROD BOLT CIRCLE, AND CAPPED UNTIL CABLES ARE INSTALLED. DEFORMED REINFORCING BARS MAST ARM POLE S SHALL NOT BE INSTALLED ON FOUNDATIONS UNTIL AT LEAST SEVEN DAYS OF CURING PERIOD HAVE ELAPSED. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. 6'' MIN THE ELEVATION OF THE TOP OF THE FOUNDATION SHALL ASSURE THAT THE VERTICAL CLEARANCE FROM THE BOTTOM OF ALL SIGNAL HEADS (INCLUDING BACKGROUND SHIELDS) TO THE PAVEMENT IS NOT LESS THAN 7 FT. NOR GREATER THAN VERTICAL SECTION 9 FT. THE TOP OF THE FOUNDATION MUST BE A MINIMUM OF 6" ABOVE THE GROUND LINE OR TOP OF SIDEWALK. DEPTH OF FOUNDATION MAY VARY IN PLANS OR SPECIAL PROVISIONS. DEPTH OF FOUNDATION MAY BE ANCHOR ROD ANCHOR ROD REDUCED FEET WHEN PLACED IN SIDEWALK OR CONCRETE RAISED MEDIAN. FOUNDATION DEPTHS ARE EDGE OF BASED ON A SOIL FRICTION OF 0 AND A SOIL WEIGHT ROADWAY OF 0 LB/CF AND NO GROUNDWATER WITHIN THE GROUND SURFACE TO A DEPTH OF TWO TIMES THE WIDTH OR 5 DIAMETER OF BOTTOM OF POLE FOUNDATION. A SOIL BORING OR CONE PENETRATION TEST (CPT) SOUNDING IS RECOMMENDED FOUNDATION 5 FOUNDATION 5 WHERE IN-SITU STRATIGRAPHY IS UNKNOWN OR QUESTIONABLE. ANY VARIATION IN THE DEPTH OF THE FOUNDATION REQUIRES AN APPROVAL BY THE DISTRICT SOILS ENGINEER. MAST ARM EDGE OF ROADWAY MAST ARM CONDUIT PER SPEC. 80 OR 80, SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS, '' MINIMUM AND 6" MAXIMUM PROJECTION ABOVE FOUNDATION, AND CAPPED UNTIL WIRING IS PLACED. TYPE A TYPE B MAST ARM POLE MAST ARM POLE ANCHOR ROD PLACEMENT (WHEN USED WITH MAST ARM POLE) 5 6'' ANCHOR ROD PROJECTION (THREADED). SOME POLES (SUCH AS ROTATABLE T-BASE) MAY REQUIRE GREATER PROJECTION. FOUR ANCHOR RODS EQUALLY SPACED ON 6.97'' DIA. BOLT CIRCLE ('' C. TO C.). EACH ANCHORAGE ROD SHALL HAVE TWO () HEAVY HEX LEVELING NUTS, AS PER ASTM A56 GRADE DH. APPROVED JULY 5, 05 POLE FOUNDATION (PA85) Q

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17 ANCHOR ROD SPACER BRACKET -/'' ` /'' RADIUS '' NOMINAL DIA. CLASS A ROLLED THREADS AFTER GALVANIZING CONDUIT (SIZE AND NUMBER AS REQUIRED) VERTICAL REINFORCEMENT 5 8-/'' ` /8'' 7' 7-/'' ` /'' ANCHOR ROD DETAIL 0'' MIN. THRDS. '' MIN. GALVANIZED (SPEC. 85 TYPE C) ' 0'' TOP VIEW POLE TRANSFORMER GROUND LINE OR TOP OF WALK AREA BASE APPROXIMATELY /'' RADIUS ALL AROUND ' 0'' ` 6''`" '' 6'' MIN. NOTES: REINFORCING BARS SHALL BE GRADE 60 AND MEET THE REQUIREMENTS OF ASTM A 706 (WELDABLE REBARS) AND ARE IDENTIFIED BY A DISTINGUISHING MARK OF "W" ROLLED ONTO THE SURFACE OF ONE SIDE OF THE BAR. WELDING SHALL BE PER ANSI/AWS D.. USE - 7 BARS FOR VERTICAL REINFORCEMENT, SPACED ON A 8" DIA. CIRCLE. HORIZONTAL (CIRCULAR) BARS TO BE SPACED AT '-0" MAXIMUM VERTICAL SPACING. SECURELY TIE OR WELD (OR COMBINATION) ALL REINFORCEMENT TOGETHER. ANCHOR RODS SHALL BE GALVANIZED IN ACCORDANCE WITH SPEC. 9 AND SHALL BE '' NOM. DIA. AND CUT LENGTH OF 96'' BEFORE BENDING. (SEE ANCHOR ROD DETAIL). ANCHOR ROD CAGES SHALL BE DESIGNED WITHOUT WELDING. VARIABLE ' 0'' MINIMUM ' 0'' ` SPACER BRACKET ANTI-SIEZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. ALL BACKFILLING AROUND THE FOUNDATION MUST BE IN ACCORDANCE WITH 5. ALL EXCAVATION MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. CONCRETE MIX SHALL BE G5. PREFORMED JOINT FILLER SHALL BE USED BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREAS. FIBER FORMING TUBE SHALL BE USED IN FORMING THE FOUNDATION, OR AS APPROVED BY THE ENGINEER. OPEN ENDS OF ALL CONDUIT INTO FOUNDATION SHALL BE THREADED, POSITIONED INSIDE THE ANCHOR ROD BOLT CIRCLE, AND CAPPED UNTIL CABLES ARE PLACED. 6'' MIN VERTICAL SECTION ANCHOR ROD ANCHOR ROD EDGE OF ROADWAY 5 FOUNDATION 5 FOUNDATION 5 MAST EDGE OF MAST ARM ROADWAY ARM TYPE A TYPE B MAST ARM POLE MAST ARM POLE ANCHOR ROD PLACEMENT (WHEN USED WITH MAST ARM POLE) DEFORMED REINFORCING BARS 5 MAST ARM POLE S SHALL NOT BE PLACED ON FOUNDATIONS UNTIL AT LEAST SEVEN DAYS OF CURING PERIOD HAVE ELAPSED. THE ELEVATION OF THE TOP OF THE FOUNDATION SHALL ASSURE THAT THE VERTICAL CLEARANCE FROM THE BOTTOM OF ALL SIGNAL HEADS (INCLUDING BACKGROUND SHIELDS) TO THE PAVEMENT IS NOT LESS THAN 7 FEET NOR GREATER THAN 9 FEET. THE TOP OF THE FOUNDATION MUST BE A MINIMUM OF 6" ABOVE THE GROUND LINE OR TOP OF SIDEWALK. DEPTH OF FOUNDATION MAY VARY IN PLANS OR SPECIAL PROVISIONS. DEPTH OF FOUNDATION MAY BE REDUCED FEET WHEN PLACED IN SIDEWALK OR CONCRETE RAISED MEDIAN. FOUNDATION DEPTHS ARE BASED ON A SOIL FRICTION ANGLE OF 0 AND A SOIL WEIGHT OF 0 LB/CF AND NO GROUNDWATER WITHIN THE GROUND SURFACE TO A DEPTH OF TWO TIMES THE WIDTH OR DIAMETER OF BOTTOM OF POLE FOUNDATION. A SOIL BORING OR CONE PENETRATION TEST (CPT) SOUNDING IS RECOMMENDED WHERE IN-SITU STRATIGRAPHY IS UNKNOWN OR QUESTIONABLE. ANY VARIATION IN THE DEPTH OF THE FOUNDATION REQUIRES AN APPROVAL BY THE SOILS ENGINEER. CONDUIT PER SPEC. 80 OR 80. SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS, '' MINIMUM AND 6" MAXIMUM PROJECTION ABOVE FOUNDATION, AND CAPPED UNTIL WIRING IS PLACED. 8'' ANCHOR ROD PROJECTION (THREADED). SOME POLES (SUCH AS ROTATABLE T-BASE) REQUIRE GREATER PROJECTION. FOUR ANCHOR RODS EQUALLY SPACED ON 6.97'' DIA. BOLT CIRCLE ('' C. TO C.). EACH ANCHORAGE ROD SHALL HAVE TWO () HEAVY HEX LEVELING NUTS, PER ASTM A56 GRADE DH. APPROVED JULY 5, 05 POLE FOUNDATION (PA90 AND PA00) L

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19 BAR (TYP.) " DIA. RIGID PVC CONDUIT WITH ELBOW PLACED " BELOW TOP OF FOUNDATION FOR GROUND WIRE WHEN GROUND ROD IS REQUIRED. COUPLING FLUSH WITH SIDE WALL OF FOUNDATION. 0.6'' ANCHOR ROD (TYP.) 5'' BOLT CIRCLE " RIGID P.V.C. TO AVOID INTERFERENCE WITH LIGHT POLE BASE, PLACE ALL CONDUIT INSIDE AN 8'' DIA. CIRCLE 5'' BOLT CIRCLE < MAST ARM 6"-8" STUB OUT WITH END BELL '' DIA. RIGID P.V.C. CONDUIT WITH ELBOW. CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). COUPLING FLUSH WITH SIDE WALL OF FOUNDATION. ANCHOR RODS ANCHOR ROD PLACEMENT PLAN FLAT WASHERS 5 '' MAX. (FROM GROUND LEVEL) 6''`" '' NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS -5/8" MIN. BOLT PROJECTION BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION FLUSH WITH GROUND LINE 5/8'' DIA. (COPPER COATED) GROUND ROD WITH CLAMP AND 6 SOLID BARE COPPER WIRE. SEE PLAN FOR GROUND ROD LOCATIONS. " MIN. '0'' `/" 8'' `/" THREADS '' DIA. HEAVY HEX NUTS PER ROD 5 ' 0'' MIN. 5' 0'' ANCHOR ROD DETAIL REQUIRED -/'' MAX. R. 5'' `/" 6' 0'' MIN. SEE ANCHOR ROD DETAIL - BARS 6' 0'' LONG TOTAL = BARS NOTES: CONCRETE SHALL BE MIX G5. PRECAST FOUNDATION FACILITY MUST BE IN COMPLIANCE WITH CERTIFIED PLANT REQUIREMENT OF SPEC. 8. RIGID P.V.C. CONDUIT PER SPEC. 80 WITH END BELLS SHALL BE PROJECTED A MINIMUM /" TO MAXIMUM " ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. A RIGID TEM SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION MUST BE IN ACCORDANCE WITH 5 AND 55.. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE 89. ' 0'' DIA. ELEVATION PRECAST FOUNDATION 5 THE DEPTH OF THE FOUNDATION MAY VARY IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 85, TYPE B, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 9. WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH LAYERS OF VINYL ELECTRICAL TAPE " BELOW THE BOTTOM NUTS. GROUND ROD MUST BE ADDED " TO 6" DEEP BELOW GROUND LINE AND WITHIN ' OF FOUNDATION. USE HOLDDOWN WASHER AND HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. APPROVED JULY 5, 05 LIGHT FOUNDATION - DESIGN E PRECAST 55 87E 0 FT. POLE OR LESS OF

20 GROUND ROD BAR (TYP.) 0.6'' ANCHOR ROD (TYP.) 5'' BOLT CIRCLE TO AVOID INTERFERENCE WITH LIGHT POLE BASE, PLACE ALL CONDUIT AND GROUND ROD INSIDE AN 8'' DIA. CIRCLE. 5'' BOLT CIRCLE 6"-8" STUB OUT WITH END BELL < MAST ARM '' DIA. RIGID P.V.C. CONDUIT WITH ELBOW. ONE CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ONE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). ANCHOR RODS ANCHOR ROD PLACEMENT GROUND ROD MIN. PROJECTION OF ", MAX. PROJECTION OF " PLAN 5/8" MIN. BOLT PROJECTION FLAT WASHERS '' MAX. (FROM GROUND LEVEL) 6''`" '' NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION FLUSH WITH GROUND LINE '0'' `/" 8'' `/" THREADS '' DIA. HEAVY HEX NUTS PER ROD ' 0'' MIN. -/'' MAX. R. 5'' `/" ANCHOR ROD DETAIL REQUIRED NOTES: 6' 0'' MIN. SEE ANCHOR ROD DETAIL CONCRETE SHALL BE MIX G5. FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 80 WITH END BELLS SHALL BE PROJECTED A MINIMUM /" TO MAXIMUM " ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. 6'' - BARS 6' 0'' LONG TOTAL = BARS A RIGID TEM SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION MUST BE IN ACCORDANCE WITH 5 AND 55.. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE 89. THE DEPTH OF THE FOUNDATION MAY VARY IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 85, TYPE B, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 9. 5/8'' DIA. x 5' LONG (COPPER COATED) GROUND ROD ' 0'' DIA. ELEVATION CAST-IN-PLACE FOUNDATION WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH LAYERS OF VINYL ELECTRICAL TAPE " BELOW THE BOTTOM NUTS. USE HOLDDOWN WASHER AND HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. APPROVED JULY 5, 05 LIGHT FOUNDATION - DESIGN E CAST IN-PLACE 55 87E 0 FT. POLE OR LESS OF

21 5 BARS 6"-8" STUB OUT WITH END BELL (TYP.) " RIGID P.V.C. 6.97'' BOLT CIRCLE ANCHOR ROD (TYP.) BARS, ' 7'' INSIDE DIA. " DIA. RIGID P.V.C. CONDUIT WITH ELBOW PLACED " BELOW TOP OF FOUNDATION FOR GROUND WIRE WHEN GROUND ROD IS REQUIRED. COUPLING FLUSH WITH SIDE WALL OF FOUNDATION. TO AVOID INTERFERENCE WITH LIGHT POLE BASE, PLACE ALL CONDUIT INSIDE AN 8'' DIA. CIRCLE '' DIA. RIGID P.V.C. CONDUIT WITH ELBOW. CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). COUPLING FLUSH WITH SIDE WALL OF FOUNDATION. ' 0'' ANCHOR ROD PLACEMENT 6.97'' BOLT CIRCLE < MAST ARM ANCHOR RODS PLAN FLAT WASHERS 6 ' 0'' '' MAX. (FROM GROUND LEVEL) 6''`" '' NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS -5/8" MIN. BOLT PROJECTION BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION FLUSH WITH GROUND LINE 5/8'' DIA. (COPPER COATED) GROUND ROD WITH CLAMP AND 6 SOLID BARE COPPER WIRE. SEE PLAN FOR GROUND ROD LOCATIONS. 5 " MIN. ' 7''`/" 8''`/" THREADS HEAVY HEX NUTS PER ROD -/'' DIA. 6 ' 0'' MIN. BAR 5' 0'' -/'' MAX. R. 5-/''`/" ANCHOR ROD DETAIL REQUIRED BAR NOTES: CONCRETE SHALL BE MIX G5. 9' 0'' MIN. AT ' 0'' SPACING SEE ANCHOR ROD DETAIL BAR - 5 BARS 8' 6'' LONG TOTAL = BARS BAR PRECAST FOUNDATION FACILITY MUST BE IN COMPLIANCE WITH CERTIFIED PLANT REQUIREMENT OF SPEC. 8. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 80 WITH END BELLS SHALL BE PROJECTED A MINIMUM OF /" TO MAXIMUM "ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. A RIGID TEM SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND THE FOUNDATION MUST BE IN ACCORDANCE WITH 5 AND 55.. BAR ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH 5. LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE 89. ' 0'' - 5 BARS 9' 0'' LONG TOTAL = BARS THE DEPTH OF THE FOUNDATION MAY VARY IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 85, TYPE B, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 9. A SPIRAL BAR MAY BE USED AS AN ALTERNATE REINFORCEMENT. ' 0'' DIA. ELEVATION PRECAST FOUNDATION 5 6 WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH LAYERS OF VINYL ELECTRICAL TAPE " BELOW THE BOTTOM NUTS. GROUND ROD MUST BE ADDED " TO 6" DEEP BELOW GROUND LINE AND WITHIN ' OF FOUNDATION. USE HOLDDOWN WASHER AND HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. APPROVED JULY 5, 05 LIGHT FOUNDATION - DESIGN H PRECAST 55 88E 9 FT. POLE OF

22 5 BARS (TYP.) 6"-8" STUB OUT WITH END BELL GROUND ROD TO AVOID INTERFERENCE WITH LIGHT POLE BASE. PLACE ALL CONDUIT AND GROUND ROD INSIDE AN 8'' DIA. CIRCLE 6.97'' BOLT CIRCLE ' 0'' 6.97'' BOLT CIRCLE ANCHOR ROD (TYP.) BARS, ' 7'' INSIDE DIA. '' DIA. RIGID P.V.C. CONDUIT WITH ELBOW. CONDUIT REQUIRED FOR EACH CABLE ENTERING THE LIGHT FOUNDATION. PROVIDE ADDITIONAL CONDUIT FOR FUTURE EXPANSION (CAP BOTH ENDS). < MAST ARM ANCHOR RODS ANCHOR ROD PLACEMENT GROUND ROD MIN. PROJECTION OF ", MAX. PROJECTION OF " '' MAX. (FROM GROUND LEVEL) '' NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS PLAN 5/8" MIN. BOLT PROJECTION BOTTOM NUT FLUSH WITH CONCRETE FOUNDATION FLUSH WITH GROUND LINE 8''`/" THREADS FLAT WASHERS 5 HEAVY HEX NUTS PER ROD 5 6'' ' 0'' ' 7''`/" -/'' DIA. ' 0'' MIN. -/'' MAX. R. 5-/''`/" ANCHOR ROD DETAILS '' NOM. DIA. RIGID P.V.C. CONDUIT WITH END BELLS SEE ANCHOR ROD DETAIL - 5 BARS 8' 6'' LONG TOTAL = BARS AT ' 0'' SPACING 9' 0'' MIN. NOTES: CONCRETE SHALL BE MIX G5. REQUIRED FOUNDATIONS MAY BE CONSTRUCTED IN AUGERED HOLES UNLESS THE NATURAL SOILS WILL NOT STAND OPEN, IN WHICH CASE FORMING WILL BE REQUIRED. OPEN ENDS OF CONDUITS SHALL BE SEALED WITH AN APPROVED SEALING COMPOUND. RIGID P.V.C. CONDUIT PER SPEC. 80 WITH END BELLS SHALL BE PROJECTED A MINIMUM /" TO MAXIMUM " ABOVE THE FOUNDATION BEFORE MORTAR IS PLACED AND SHALL BE THE SIZE AND NUMBER SHOWN IN THE PLAN. ANTI-SEIZE COMPOUND THAT MEETS MIL-PRF-907E SPEC. SHALL BE APPLIED WITH A BRUSH TO ALL THREADS. A RIGID TEM SHALL BE PROVIDED FOR ANCHOR ROD AND CONDUIT PLACEMENT AND SHALL BE LEFT IN PLACE UNTIL THE CONCRETE HAS SET. WHEN ROCK IS ENCOUNTERED, SEE PLAN DETAILS. ALL BACKFILLING AND EXCAVATION AROUND FOUNDATION MUST BE IN ACCORDANCE WITH 5 AND 55.. ALL EXCAVATIONS MUST BE PROPERLY COMPACTED IN ACCORDANCE WITH BARS 9' 0'' LONG TOTAL = BARS 6'' ' 0'' LEVELING SHIMS SHALL BE USED WHEN PLACING ALUMINUM POLES. SEE 89. THE DEPTH OF THE FOUNDATION MAY BE CHANGED IN THE PLANS OR SPECIAL PROVISIONS. ANCHOR RODS, NUTS, AND WASHERS PER SPEC. 85, TYPE B, SHALL BE PLACED AT RIGHT ANGLES TO THE DIRECTION OF THE MAST ARM. GALVANIZE THE TOP FT. OF THE ANCHOR ROD AND NUTS PER SPEC. 9. A SPIRAL BAR MAY BE USED AS AN ALTERNATE REINFORCEMENT. 5/8'' DIA. x 5' LONG ( COPPER COATED ) GROUND ROD ' 0'' DIA. ELEVATION CAST-IN-PLACE FOUNDATION 5 WRAP THREADS OF ANCHOR RODS ABOVE THE BOTTOM NUT WITH VINYL ELECTRICAL TAPE TO AVOID CONTAMINATION DURING CONCRETE POURING. WRAP THREADS OF ANCHOR RODS WITH LAYERS OF VINYL ELECTRICAL TAPE " BELOW THE BOTTOM NUTS. USE HOLDDOWN WASHER AND HEAVY HEX NUTS PER ROD FOR ALUMINUM POLE INSTALLATION. APPROVED JULY 5, 05 LIGHT FOUNDATION - DESIGN H CAST IN-PLACE 55 88E 9 FT. POLE OF

23 BILL OF REINFORCEMENT - SPREAD FOOTING MAST ARM LENGTH BAR 60'-0" 65'-0" 70'-0" 75'-0" 80'-0" SHAPE LOCATION LENGTH LENGTH LENGTH LENGTH LENGTH F70 F70 F90 F0 0 0'-0" 0'-9" 6 '-" 8 '-0" 5 '-0" SPREAD FOOTING TOP 0 '-" '-" 6 '-7" 8 '-" 5 5'-" SPREAD FOOTING BOTTOM 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" PEDESTAL VERTICAL 5 '-" 5 '-" 5 '-" 5 '-" 5 '-" PEDESTAL TIE SPREAD FOOTING FOUNDATION DATA POLE TYPE MAST ARM LENGTH SPREAD FOOTING DIMENSIONS PROJECTION '-9" BA60 60'-0" A B C 0'-6" '-0" 0'-0" G 8" '-" '-7" BA65 BA70 65'-0" 70'-0" '-" '-9" '- /" '-7 /" 0'-9" '-" 9" 0" C '-" '-0" BA75 BA80 75'-0" 80'-0" '-6" '-6" '-0" '-6" '-0" '-0" 0" " F70 F90 F0 A 6" 6" SPS. (T) 6" 6" SPS. (B) A 6" 6" SPS. (T) 6" 6" SPS. (B) " CLR. " CLR. EQ. SPS. " CLR. " CLR. F0 TIE (TYP.) SPREAD FOOTING PLAN " CLR. NOTES: S SHALL BE GALVANIZED IN ACCORDANCE WITH SPEC. 9. PREFORMED JOINT FILLER SHALL BE USED BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREAS. CONCRETE SHALL BE MIX G5 PER MnDOT 6. NO COLD CONCRETE CONSTRUCTION JOINTS WILL BE PERMITTED. CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF SEVEN DAYS PRIOR TO PLACING POLE AND MAST ARM. THE APPLICABILITY OF THE SOIL PARAMETERS LISTED ON THE FOUNDATION SHEETS SHALL BE VERIFIED BY THE DATA OBTAINED FROM (ONE) SOIL BORING AT THE LOCATION OF EACH MAST ARM FOUNDATION. MnDOT DISTRICT SOILS ENGINEER SHALL APPROVE THE TYPE OF FOUNDATION TO USE. B '-6" FINISHED GRADE '-6" '-6" '-6" 6" MIN. F90 B F70 " CLR " SPS. = '-0" SPREAD FOOTINGS HAVE BEEN DESIGNED BASED ON AN ALLOWABLE BEARING PRESSURE OF.50 ksf. ANY EXCEEDANCE REQUIRES AN APPROVAL BY THE DISTRICT SOILS ENGINEER. REINFORCEMENT BARS FOR THE FOUNDATIONS SHALL BE DEFORMED BILLET BARS PER AASHTO M, GRADE 60 (MnDOT S 7 AND 0). 6" FOR 60'-0", 65'-0", 75'-0" & 80'-0" MAST ARM LENGTHS. - " FOR 70'-0" MAST ARM LENGTH. CONDUIT PER SPEC. 80 OR 80, SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS. " MINIMUM PROJECTION ABOVE FOUNDATION. OPEN ENDS OF ALL " CLR. (TYP.) F70 -F0 (TYP.) 5" CLR. '-8" CONDUIT INTO FOUNDATION SHALL BE POSITIONED TO FIT INSIDE THE " DIA. OPENING IN THE BASE AND CAPPED UNTIL CABLES ARE PLACED. SPREAD FOOTING ELEVATION SEE ASSEMBLY DETAIL ON SHEET OF. FOR THREAD PROJECTION, SEE DETAIL ON SHEET OF. APPROVED JULY 5, 05 POLE FOUNDATION - TYPE BA SPREAD FOOTING FOUNDATION 565 8C OF

24 BILL OF REINFORCEMENT - DRILLED SHAFT D90 D0 E E E E E DRILLED SHAFT VERTICAL '-" 9 '-" '-" '-" 7 '-" DRILLED SHAFT TIE '-9" DRILLED SHAFT FOUNDATION DATA POLE TYPE MAST ARM LENGTH D E CIRCLE DIAMETER BA60 60'-0" 7'-0" 6'-" \ C 9" '-0" BA65 BA70 65'-0" 70'-0" 0'-0" '-0" 9'-" 0'-" 9" " D0 BA75 75'-0" '-0" '-" " BA80 80'-0" '-0" '-" " D0 TIE '-6" DIA. NOTES: - EQUAL SPACES " CLR. S SHALL BE GALVANIZED IN ACCORDANCE WITH SPEC. 9. PREFORMED JOINT FILLER SHALL BE USED BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREAS. \ C CONCRETE SHALL BE MIX G5 PER MnDOT 6. NO COLD CONCRETE CONSTRUCTION JOINTS WILL BE PERMITTED. SECTION A-A (TYP.) CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF SEVEN DAYS PRIOR TO PLACING POLE AND MAST ARM. THE APPLICABILITY OF THE SOIL PARAMETERS LISTED ON THE FOUNDATION SHEETS SHALL BE VERIFIED BY THE DATA OBTAINED FROM (ONE) SOIL BORING AT THE LOCATION OF EACH MAST ARM FOUNDATION. MnDOT DISTRICT SOILS ENGINEER SHALL APPROVE THE TYPE OF FOUNDATION TO USE. " (TYP.) FINISHED GRADE 6" " A FIBER FORMING TUBE MAY ONLY BE USED FOR FORMING THE TOP FOUR () FEET OF THE DRILLED SHAFT FOUNDATION. THE DRILLED HOLE SHALL BE PROTECTED AGAINST COLLAPSING. DRILLED SHAFTS HAVE BEEN DESIGNED BASED ON EITHER OF THE FOLLOWING SOIL PARAMETERS. ANY VARIATION REQUIRES AN APPROVAL BY THE SOILS ENGINEER: A A '-6" MIN. COHESIVE SOILS: C =.0 ksf Y = 0.5 kcf s GRANULAR SOILS: O = SHEAR STRENGTH UNIT WEIGHT OF SOIL ANGLE OF FRICTION "D" "E" 6" SPS. Y = 0.5 kcf UNIT WEIGHT OF SOIL s k = 0.50 AT-REST COEFFICIENT o u = 0.70 COEFFICIENT OF FRICTION REINFORCEMENT BARS FOR THE FOUNDATIONS SHALL BE DEFORMED BILLET BARS PER AASHTO M, GRADE 60 (MnDOT S 7 AND 0). D90 SEE ASSEMBLY DETAIL ON SHEET. CONDUIT PER SPEC. 80 OR 80, SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS. " MINIMUM PROJECTION ABOVE FOUNDATION. OPEN ENDS OF ALL 8" CONDUIT INTO FOUNDATION SHALL BE POSITIONED TO FIT INSIDE THE " DIA. OPENING IN THE BASE AND 6" '-6" CAPPED UNTIL CABLES ARE PLACED. FOR THREAD PROJECTION, SEE DETAIL ON SHEET. DRILLED SHAFT ELEVATION APPROVED JULY 5, 05 POLE FOUNDATION - TYPE BA DRILLED SHAFT FOUNDATION 565 8C OF

25 HOLE = \ A + " (TYP.) " THICKNESS HOLES EQUALLY SPACED BASE " BOLT CIRCLE - \ C POLE BASE '-0" DIA. HOLE FOR CONDUIT MAX. DISTANCE LIMITED TO \ A \ C \ B \ A (TYP.) " (TYP.) BASE OF MAST ARM POLE 6" SQ. x " THICK BEARING (TYP.) " THICKNESS TEM " (TYP.) HOLE = \ A + " (TYP.) HOLES EQUALLY SPACED TEM PARTIAL ELEVATION (SHOWING BASE & ASSEMBLY) \ C BOLT CIRCLE - \ C " (TYP.) \ A (TYP.) 6" SQ. x " THICK BEARING (TYP.) A TEM TEM " " H (TOTAL LENGTH OF ) A TEM 6" SQ. x " THICK BEARING (TYP.) TEM " (TYP.) ( PER ASSEMBLY) " (TYP.) \ A (TYP.) \ C ASSEMBLY VIEW A-A BASE POLE TYPE BA60 MAST ARM LENGTH 60'-0" DIAMETER \ B 7" ANCHOR BOLT DIAMETER \ A.50" BOLT CIRCLE DIAMETER \ C 9" TOTAL LENGTH H " NOTES: ALL EXPOSED HEX NUTS AND WASHERS SHALL BE GALVANIZED PER MNDOT SPEC. 9. S SHALL BE GALVANIZED PER MNDOT SPEC. 9 TO THE LIMITS SHOWN ON SHEET OF. BA65 BA70 BA75 BA80 65'-0" 70'-0" 75'-0" 80'-0" 7".75" 9".00" ".00" ".5" 9" " " " 7" 5" 5" 59" TEMS AND HARDWARE EMBEDDED IN CONCRETE SHALL NOT BE GALVANIZED. MATERIAL SHALL MEET SPEC. 85 TYPE C. EACH TO BE PROVIDED WITH (FOUR) HEAVY HEX NUTS, (FOUR) HARDENED FLAT WASHERS, AND (ONE) BEARING. APPROVED JULY 5, 05 POLE FOUNDATION - TYPE BA AND BASE DETAILS 565 8C OF

26 5" LIMITS FOR GALVANIZING " THREADED END G (PROJECTION) H ( LENGTH) \ A TOP OF PEDESTAL OR DRILLED SHAFT F (EMBEDMENT DEPTH) " THREADED END DETAIL S POLE TYPE MAST ARM LENGTH EMBEDMENT DEPTH PROJECTION TOTAL LENGTH DIAMETER F G H \ A BA60 60'-0" " 8" ".50" BA65 65'-0" 8" 9" 7".75" BA70 70'-0" " 0" 5".00" BA75 75'-0" " 0" 5".00" BA80 80'-0" 8" " 59".5" APPROVED JULY 5, 05 POLE FOUNDATION - TYPE BA DETAIL 565 8C OF