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SDD 9c2 Concrete Bases Types 1, 2, 5 and 6

Concrete BASESTYPE 2 GENERAL NOTESCONCRETE BASE CUBICYARDS OF CONCRETELBS. OF HOOPBAR STEELLBS. OF VERTICALBAR DETAILNONENONETYPE 5 & 65 & 6 TYPE 1 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THISDRAWINGSHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SHALL BE EXCAVATED BY USE OF A CIRCULAR SURFACES OF Concrete Bases SHALL BE TROWEL FINISHED SMOOTH AND SIZES AND LOCATIONS SHALL BE SHOWN ON THE PLANSTHE FINAL OR TERMINATING Concrete BASE IN A conduit RUN SHALL HAVE A 6" EXITSTUB INSTALLED FOR FUTURE CABLING USE. THE EXIT STUB SHALL BE SIZED AS USEDTHROUGHOUT THE conduit RUN AS SHOWN A THE ENTRANCE OF THE OF conduit INSTALLED BELOW GRADE FRO FUTURE USE SHALL BE CAPPED IFMETALLIC OR PLUGGED IF BENDING RADIUS OF conduit IS EQUAL TO 6X THE HEIGHT ABOVE Concrete Bases SHALL BE 1 INCH. ALL METALLIC CONDUITENDS SHALL BE REAMED AND conduit ENDS AT THE TOP OF Concrete Bases SHALL BE CAPPED IF METALLICOR PLUGGED IF NON-METALLIC IMMEDIATELY AFTER PLACEMENT AND BEFORE CONCRETEIS POURED.

Version 7 Standard Detail Drawing 9c2 September 19, 2014 Concrete Bases Types 1, 2, 5 and 6 References: NONE Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 652.0100 - 0199 Conduit Rigid Metallic (size) .....

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Transcription of SDD 9c2 Concrete Bases Types 1, 2, 5 and 6

1 Concrete BASESTYPE 2 GENERAL NOTESCONCRETE BASE CUBICYARDS OF CONCRETELBS. OF HOOPBAR STEELLBS. OF VERTICALBAR DETAILNONENONETYPE 5 & 65 & 6 TYPE 1 DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THISDRAWINGSHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SHALL BE EXCAVATED BY USE OF A CIRCULAR SURFACES OF Concrete Bases SHALL BE TROWEL FINISHED SMOOTH AND SIZES AND LOCATIONS SHALL BE SHOWN ON THE PLANSTHE FINAL OR TERMINATING Concrete BASE IN A conduit RUN SHALL HAVE A 6" EXITSTUB INSTALLED FOR FUTURE CABLING USE. THE EXIT STUB SHALL BE SIZED AS USEDTHROUGHOUT THE conduit RUN AS SHOWN A THE ENTRANCE OF THE OF conduit INSTALLED BELOW GRADE FRO FUTURE USE SHALL BE CAPPED IFMETALLIC OR PLUGGED IF BENDING RADIUS OF conduit IS EQUAL TO 6X THE HEIGHT ABOVE Concrete Bases SHALL BE 1 INCH. ALL METALLIC CONDUITENDS SHALL BE REAMED AND conduit ENDS AT THE TOP OF Concrete Bases SHALL BE CAPPED IF METALLICOR PLUGGED IF NON-METALLIC IMMEDIATELY AFTER PLACEMENT AND BEFORE CONCRETEIS POURED.

2 CONDUITS IN WHICH WIRE OR CABLE IS NOT INSTALLED SHALL REMAIN CAPPEDOR ENDS SHALL BE INSTALLED ON ALL PVC conduit EXPOSED AT THE TOP OFCONCRETE Bases BEFORE REQUIRED TO CONNECT NON-METALLIC conduit TO METALLIC conduit ,ONLY ADAPTER FITTINGS, LISTED FOR ELECTRICAL USE, SHALL BE A BASE REQUIRES A DEEP FORM BECAUSE OF LOOSE DIRT OR FILL, THE FORMSHALL BE REMOVED BEFORE BACKFILLING AROUND THE BASE. BACKFILL SHALL BETAMPED TIGHT AGAINST THE BARE Concrete BASE IN LAYERS OF 1 FOOT OR NO. 4 AWG STRANDED COPPER EQUIPMENT GROUNDING CONDUCTOR SHALL BEEXOTHERMICALLY WELDED TO THE EQUIPMENT GROUNDING ELECTRODE (GROUNDROD) FOR TYPE 2, TYPE 5 AND TYPE 6 EQUIPMENT GROUNDING CONDUCTOR SHALL BE FURNISHED AND INSTALLEDTO ENTER ALL BASE Types THROUGH A 1 INCH conduit INSTALLED FOR GROUNDINGPURPOSES, LEAVING A 4 FOOT COIL OF WIRE ABOVE THE Concrete BASE. THEEQUIPMENT GROUNDING CONDUCTOR SHALL BE NEATLY COILED AND THE COILSTIED RODS SHALL BE THREADED 12" IN LENGTH ON EACH END OF THE RODS SHALL BE MANUFACTURED IN ACCORDANCE WITH SECTION THE STANDARD AND LOCK WASHERS ARE REQUIRED ON ALL ANCHOR ANCHOR RODS USING THE ALTERNATE "L" BEND ARE FURNISHED, THE4 INCH"L" BEND SHALL BE IN ADDITION TO THE SPECIFIED ANCHOR ROD BARLENGTH.

3 THE "L" BEND SHALL NOT BE RODS SHALL BE INSTALLED WITH MISALIGNMENTS OF LESS THAN 1:40 FROM OF THE ANCHOR RODS TO THE CAGE IS UNACCEPTABLE. TIE WIRESSHALL BE STEEL REINFORCEMENT SHALL BE COATED WITH POWDERED EPOXY RESIN INACCORDANCE WITH SECTION 505 OF THE STANDARD SPECIFICATIONS(LATEST EDITION).THE MINIMUM DEPTH OF conduit EXITING THE Concrete BASE AND INSTALLEDBELOW THE TRAVELED WAY SHALL BE 24 INCHES. THE MINIMUM DEPTH OF CONDUITEXITING THE Concrete BASE THAT IS NOT INSTALLED BELOW THE TRAVELED WAYSHALL BE 18 INCHES. THE MAXIMUM DEPTH OF ALL conduit SHALL BE 36 INCHESEXCEPT WITH WRITTEN APPROVAL OF THE ENGINEER.(4) 1" DIA. X 3' - 6" ANCHOR RODS.(4) 1" DIA. X 5' - 0" ANCHOR RODS.(6) NO. 6 X 6' - 8" BAR STEEL REINFORCEMENT.(7) NO. 4 X 5' - 1" BAR STEEL REINFORCEMENT @ 1' - 0" C - C.(4) 1" DIA. X 3' - 6" ANCHOR RODS.(6) NO. 4 X 4' - 8" BAR STEEL REINFORCEMENT.

4 (5) NO. 4 X 5' - 1" BAR STELL REINFORCEMENT @ 1' - 0" C CONNECTION TO EUIPMENT GROUNDING CONDUCTOR58" DIA. X 8' -0" COPPERCLAD EQUIPMENT GROUNDING ELECTRODE REQUIREDANY ANCHOR ROD PROJECTION SHORTER THAN 2 34" OR LONGER THAN 3 14" SHALLREQUIRE THE BASE TO BE REMOVED AND REPLACED AT THE CONTRACTORS NON - BREAKAWAY INSTALLATIONS, 4 12" ANCHOR ROD PROJECTION WITH THEUSE OF LEVELING NUTS. RODENT SCREEN DEPTH SHALL BENO MORE THAN 6" BELOWGRADE ON THE LOWERSIDE OF BASEFORMING SHALL BEREMOVED AFTERCONCRETE HAS SETFORM6" " MAXFORM1' - 8"1' - 8"1' - 8"CONDUITCONDUITCONDUIT1" CONDUITFOR GROUNDINGPURPOSES1" CONDUITFOR GROUNDINGPURPOSES11 12" BOLT CIRCLE11 12" BOLT CIRCLE12 34" BOLT CIRCLECONDUIT WITHIN6" WITHIN6" WITHIN6" RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAYANCHOR RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAYANCHOR RODS SHALL BEORIENTED PARALLEL TOTHE ROADWAY2345867 CONDUIT1' - 2"(OUT TO OUT)1' - 2"(OUT TO OUT)3"FORM ALL EXPOSEDCONCRETE.

5 PROVIDE1" CHAMFER ALL AROUND3"FORM ALL EXPOSEDCONCRETE. PROVIDE1" CHAMFER ALL AROUND3"FORM ALL EXPOSEDCONCRETE. PROVIDE1" CHAMFER ALL AROUND743" CLEAR3" CLEAR6" STUB16" STUB16" STUB1 OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR Types 1, 2, 5 & 6 OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR Types 1, 2, 5 & 6 OPTIONAL 4" L BENDOR HEX NUT (TYPICALFOR Types 1, 2, 5 & 62"2"91' - 0"1'-0"96" " ' - 0"1' - 0"96" " ' - 0"6325' - 0" '-0"34" PREFORMED FILLERAS APPROVED BY THEENGINEER1"TOPSOIL ANDSEED ORCRUSHEDAGGREGATE2"HALF SECTIONIN PAVEMENT(TYPICAL FORTYPES 1, 2, 5 & 6)HALF SECTION INUNPAVED AREA(TYPICAL FORTYPES 1, 2, 5 & 6)2"2"1' - 5"MIN. LAP1' - 5"MIN. LAP66 SDDSDD09C02 - 0909C02 - 09 SDD 9C2 Concrete Bases , Types 1, 2, 5 & 6 STATE OF WISCONSINDEPARTMENT OF TRANSPORTATIONAPPROVEDDATESTATE ELECTRICAL ENGINEER/S/FHWACONCRETE BASESTYPES 1, 2, 5, & 6 May 2019 Ahmet DemirbilekVersion 9 Standard Detail Drawing 9C2 May 2019 Concrete Bases Types 1, 2, 5 and 6 References: NONE Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT - 0199 conduit rigid Metallic (size).)))

6 LF - 0399 conduit rigid Nonmetallic (schedule)(size) .. LF Concrete Bases Type 1 .. EACH Concrete Bases Type 2 .. EACH Concrete Bases Type 5 .. EACH Concrete Bases Type 6 .. EACH Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE Other SDDs associated with this drawing: SDD 9B2 conduit Under Paved Highways Design Notes: Type 1 - for use with up to 15' standards and square 15" pedestal Bases . Type 2 - for use with pole mounting configurations Type 2, 3, and 4. Type 5 and 6 - for use with pole mounting configurations Type 5 - 6. Contact Person: Ahmet Demirbilek (414) 220-6801


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