Attachment 17 Standard Details.pdf
PDF 18 MB Posted
- Attached to
- JBER Paving IDIQ 2021 Federal contract opportunity
- Solicitation number
- FA500021R0008
About this file
This document outlines a federal indefinite delivery indefinite quantity (IDIQ) contract opportunity for paving services on Joint Base Elmendorf Richardson in Alaska. The solicitation seeks offers for asphalt and concrete paving, crack sealing, joint sealing, spall repair, and other pavement maintenance. The requirement is set aside for 8(a) small businesses serviced by the SBA Alaska District Office or with a bona fide place of business in Alaska. The contract has a minimum value of $2,000 and maximum of $149,999,999 over a five-year base period and single two-year option. A mandatory site visit will be held on February 5, 2021 at 10:00 AM Alaska Time for interested firms to learn more about the paving requirements. Offerors must provide attendee information by February 2, 2021 to the contracting officers. The Department of the Air Force Pacific Air Forces is the contracting agency.
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Text version
673 CIVIL ENGINEERING
SQUADRON
CES/CENM
STANDARD DRAWINGS
FOR ROAD
AND
AIRFIELD CONSTRUCTION
Edition
Contents
TYPICAL SECTIONS PAVED AND RAP STREETS .......................................................................................... 20‐1
TYPICAL SECTIONS SECONDARY STREETS ................................................................................................. 20‐2
TYPICAL SECTIONS PRIMARY STREETS ..................................................................................................... 20‐3
TYPICAL SECTION DEEP EXCAVATION ...................................................................................................... 20‐4
TYPICAL SECTION ALLEY .......................................................................................................................... 20‐5
TYPICAL SECTION PATHWAY ................................................................................................................... 20‐6
DRIVEWAY CONNECTION DETAIL ............................................................................................................. 20‐7
TRENCH BACKFILL AND BEDDING LAYOUT ............................................................................................... 20‐8
PIPE INSULATION .................................................................................................................................... 20‐9
TYPICAL RUNWAY/TAXIWAY SECTION ..................................................................................................... 20‐10
CURB AND GUTTER CROSS SECTIONS....................................................................................................... 30‐1
CURB AND GUTTER TERMINATION TRANSITION ...................................................................................... 30‐2
TYPICAL SECTION VALLEY GUTTER ........................................................................................................... 30‐3
TYPICAL SECTION MEDIAN/CURB NOSE ................................................................................................... 30‐4
DRIVEWAY CURB‐CUT WITH ATTACHED SIDEWALK.................................................................................. 30‐5
DRIVEWAY CURB RETURN WITH ATTACHED SIDEWALK ........................................................................... 30‐6
PERPENDICULAR CURB RAMP ................................................................................................................. 30‐7
PARALLEL CURB RAMP ............................................................................................................................ 30‐8
ACCESSIBLE (TYPE 1A/2A) CURB AND GUTTER SECTIONS ......................................................................... 30‐9
CURB RAMP CLEARANCES ....................................................................................................................... 30‐10
PEDESTRIAN PUSH BUTTON ACCESS ........................................................................................................ 30‐11
CURB TYPE RETAINING WALL 2’ TO 3’ ...................................................................................................... 30‐12
SIDEWALK RETAINING WALL 6” TO 24” ................................................................................................... 30‐13
JOINT SEALING / SPALL REPAIR ............................................................................................................... 30‐14
SLAB REPLACEMENT / DOWELED JOINT ................................................................................................... 30‐15
SANITARY MANHOLE TYPE ‘A’ PIPE 8” TO 24” .......................................................................................... 50‐1
SANITARY MANHOLE TYPE B PIPE DIA. 30” TO 36” ................................................................................... 50‐2
SANITARY MANHOLE TYPE C PIPE DIA. 40” TO 48” ................................................................................... 50‐3
TYPE A AND B MANHOLE BASE PLAN ....................................................................................................... 50‐4
MANHOLE HEIGHTS ................................................................................................................................ 50‐5
COPOLYMER POLYPROPYLENE MANHOLE STEP ....................................................................................... 50‐6
SEWER MANHOLE COVER ........................................................................................................................ 50‐7
MANHOLE FRAME ................................................................................................................................... 50‐8
WATERTIGHT MANHOLE RING ................................................................................................................ 50‐9
SANITARY SEWER SERVICE (COMPLETE) .................................................................................................. 50‐10
LARGE DIAMETER LATERAL CONNECTION TO CONCRETE PIPE .................................................................. 50‐11
SEWER LINE SERVICE RISER/TOP ENTRY FOR DEEP SEWER – DUCTILE IRON .............................................. 50‐12
SANITARY SEWER SERVICE CONNECTION 50‐14 ....................................................................................... 50‐13
SANITARY SEWER CLEANOUT COVER ....................................................................................................... 50‐14
SANITARY CLEANOUT .............................................................................................................................. 50‐15
HORSE SHOE SANITARY SEWER MANHOLE DETAIL ................................................................................... 50‐16
MANHOLE CONE ADJUSTMENT ............................................................................................................... 50‐17
MANHOLE RING ADJUSTMENT ................................................................................................................ 50‐18
STORM SEWER MANHOLE TYPE I PIPE < 24” ............................................................................................ 55‐1
STORM SEWER MANHOLE TYPE II 24” TO 36” .......................................................................................... 55‐2
STORM SEWER MANHOLE TYPE III ........................................................................................................... 55‐3
STORM DRAIN MANHOLE COVER ............................................................................................................ 55‐4
STORM DRAIN TOP INTAKE COVER .......................................................................................................... 55‐5
STORM DRAIN BEEHIVE INTAKE COVER ................................................................................................... 55‐6
MANHOLE HEIGHTS ................................................................................................................................ 55‐7
PRECAST CONCRETE REDUCING SLAB (72” OR 48” TO 26”) ....................................................................... 55‐8
PRECAST CONCRETE REDUCING SLAB (72” TO 48” .................................................................................... 55‐9
MANHOLE CONE ADJUSTMENT ............................................................................................................... 55‐10
MANHOLE RING ADJUSTMENT ................................................................................................................ 55‐11
CATCH BASIN INLET FRAME AND HOOD FOR TYPE 1 CURB AND GUTTER .................................................. 55‐12
CATCH BASIN INLET GRATES FOR TYPE 1 CURB AND GUTTER ................................................................... 55‐13
CATCH BASIN INLET FOR TYPE 2 CURB AND GUTTER ................................................................................ 55‐14
PRECAST CATCH BASIN ............................................................................................................................ 55‐15
STORM DRAIN CLEANOUT ....................................................................................................................... 55‐16
DRIVEWAY CULVERT DETAILS .................................................................................................................. 55‐17
SUBDRAIN DETAIL ................................................................................................................................... 55‐18
GOVERNMENT SUPPLIED DRAINAGE ....................................................................................................... 55‐19
THAW PIPE DETAIL .................................................................................................................................. 55‐20
FIRE HYDRANT DETAIL ............................................................................................................................. 55‐21
STRIPING NOTES ..................................................................................................................................... 70‐1
INTERSECTION APPROACH STRIPING ....................................................................................................... 70‐2
LEFT‐TURN POCKET APPROACH STRIPING ................................................................................................ 70‐3
RAISED MEDIAN APPROACH AND TWO LANES DRIVE TO RIGHT STRIPING ............................................... 70‐4
LEFT‐TURN POCKET APPROACH FROM TWO WAY CENTER LEFT‐TURN LANE STRIPING ............................. 70‐5
PASSING ON BOTH SIDES OF AN OBSTRUCTION ....................................................................................... 70‐6
LAYOUT TEMPLATE FOR STENCILS ........................................................................................................... 70‐7
APPROACH TO RAILROAD CROSSING ON 2 LANE 2 WAY ROAD ................................................................ 70‐8
TYPICAL UNCURBED RETURN WITH PATHWAY ........................................................................................ 70‐9
TYPICAL UNCURBED RETURN WITHOUT PATHWAY .................................................................................. 70‐10
TYPICAL CURB RETURN WITH SIDEWALK ................................................................................................. 70‐11
TYPICAL CURB RETURN WITHOUT SIDEWALK .......................................................................................... 70‐12
POST MOUNTED SIGN WITH SHOULDER .................................................................................................. 70‐13
POST MOUNTED SIGN WITH NO SHOULDER ............................................................................................ 70‐14
POST MOUNTED SIGN WITH GUARDRAIL ................................................................................................ 70‐15
POST MOUNTED SIGN CURB WITHOUT SIDEWALK ................................................................................... 70‐16
POST MOUNTED SIGN CURB WITH PARKWAY AND SIDEWALK ................................................................. 70‐17
POST MOUNTED SIGN CURB WITH SIDEWALK WITHOUT PARKWAY ......................................................... 70‐18
POST MOUNTED SIGN RAISED MEDIANS ................................................................................................. 70‐19
POST MOUNTED SIGN SECONDARY PANEL HEIGHT AND SIGN POSITIONING ............................................ 70‐20
STREET NAME SIGNS ............................................................................................................................... 70‐21
SIGN ON ROUND POST ............................................................................................................................ 70‐22
STREET NAME ON ROUND POST .............................................................................................................. 70‐23
CONCRETE FOUNDATION FOR SIGN POST ................................................................................................ 70‐24
12” PLATE INSTALLATION DETAIL WITH SUPPLEMENTAL 8” D3‐1D SIGNS ................................................. 70‐25
SIGNAL POLE MAST ARM SIGN MOUNTING ............................................................................................. 70‐26
WOOD BOLLARD ..................................................................................................................................... 70‐27
REMOVABLE WOOD BOLLARD ................................................................................................................. 70‐28
STEEL BOLLARD ....................................................................................................................................... 70‐29
REMOVABLE BOLLARD (RECTANGULAR) .................................................................................................. 70‐30
GUARDRAIL DETAIL ................................................................................................................................. 70‐31
FENCE DETAILS ........................................................................................................................................ 70‐32
PEDESTRIAN GATE DETAILS ..................................................................................................................... 70‐33
PIPE HANDRAIL ....................................................................................................................................... 70‐34
CONIFER PLANTING DETAIL ..................................................................................................................... 75‐1
DECIDUOUS TREE PLANTING DETAIL ........................................................................................................ 75‐2
BOULDER DETAIL .................................................................................................................................... 75‐3
SAW CUT TRENCH ................................................................................................................................... 80‐1
CONCRETE FOUNDATION LOAD CENTER TYPE 1A ..................................................................................... 80‐2
CONCRETE FOUNDATION LOAD CENTER TYPE 1 ....................................................................................... 80‐3
CONCRETE FOUNDATION TYPE 1 LOAD CENTER SECTION AA ................................................................... 80‐4
TS2 CONTROLLER CONCRETE CABINET FOUNDATION ............................................................................... 80‐5
CONCRETE FOUNDATION TS2 CONTROLLER SECTION AA ......................................................................... 80‐6
CONCRETE FOUNDATION TS2 CONTROLLER SECTION BB .......................................................................... 80‐7
VAULT TYPE ‘M’ CONTROLLER CABINET FOUNDATION ............................................................................. 80‐8
POURED CONCRETE LUMINAIRE POLE FOUNDATION ............................................................................... 80‐9
SIGNAL POLE FOUNDATION DETAILS CONCRETE 42” DIAMETER ............................................................... 80‐10
SIGNAL POLE FOUNDATION NOTES CONCRETE 42” DIAMETER ................................................................. 80‐11
CONC. FOUNDATION FOR SIGNAL PEDESTAL AND PEDESTRIAN PUSH BUTTON POLES .............................. 80‐12
DRIVEN STEEL PILE LIGHT POLE FOUNDATION ......................................................................................... 80‐13
LUMINAIRE HANDHOLE DETAILS ............................................................................................................. 80‐14
PEDESTRIAN PUSH BUTTON POLE ............................................................................................................ 80‐15
SIGNAL PEDESTAL POLE ........................................................................................................................... 80‐16
PEDESTAL SIGNAL POLE SLIP‐BASE AND ADAPTER DETAIL ........................................................................ 80‐17
LUMINAIRE CLEARANCES ........................................................................................................................ 80‐18
FLANGE MOUNTED LUMINAIRE POLE ...................................................................................................... 80‐19
LUMINAIRE ARM DETAIL ......................................................................................................................... 80‐20
DRIVEN STEEL PIPE POLE ASSEMBLIES ..................................................................................................... 80‐21
FLANGE‐MOUNTED DETAIL FOR CONCRETE LUMINAIRE BASE .................................................................. 80‐22
CONCRETE LUMINAIRE BASE SLIP‐BASE DETAIL ....................................................................................... 80‐23
SIGNAL POLE DETAILS ............................................................................................................................. 80‐24
SIGNAL POLE NOTES ................................................................................................................................ 80‐25
SIGNAL POLE 15’ TO 35’ MAST ARM ELEVATION VIEW ............................................................................. 80‐26A
SIGNAL POLE UPPER SECTION OPTIONS PART 1 ....................................................................................... 80‐26B
SIGNAL POLE UPPER SECTION OPTIONS PART 2 ....................................................................................... 80‐26C
SIDE‐MOUNTED SIGNAL DETAILS ............................................................................................................. 80‐27
PEDESTRIAN PUSH BUTTON ASSEMBLY ................................................................................................... 80‐28
POST TOP AND MAST ARM MOUNTED SIGNAL DETAILS........................................................................... 80‐29
HDPE/PVC TRANSITION DETAIL ............................................................................................................... 80‐30
TYPE IA JUNCTION BOX ........................................................................................................................... 80‐31
TYPE II JUNCTION BOX ............................................................................................................................ 80‐32
TYPE III JUNCTION BOX ........................................................................................................................... 80‐33
POST MOUNTED LOAD CENTER – TYPE 3 ................................................................................................. 80‐34
POST MOUNTED LOAD CENTER – TYPE 2 ................................................................................................. 80‐35
LOAD CENTER ENCLOSURE TYPE 1A ......................................................................................................... 80‐36
LOAD CENTER ENCLOSURE TYPE 1 ........................................................................................................... 80‐37
LOAD CENTER WIRING DIAGRAM ‘A’ ....................................................................................................... 80‐38
PANEL SCHEDULE FOR WIRING DIAGRAM ‘A’........................................................................................... 80‐39
LOAD CENTER WIRING DIAGRAM ‘B’ ....................................................................................................... 80‐40
PANEL SCHEDULE FOR WIRING DIAGRAM ‘B’ ........................................................................................... 80‐41
LOAD CENTER WIRING DIAGRAM ‘C’ ....................................................................................................... 80‐42
PANEL SCHEDULE FOR WIRING DIAGRAM ‘C’ ........................................................................................... 80‐43
LOAD CENTER WIRING DIAGRAM ‘D’ ....................................................................................................... 80‐44
PANEL SCHEDULE FOR WIRING DIAGRAM ‘D’ .......................................................................................... 80‐45
LOAD CENTER WIRING DIAGRAM ‘E’ ....................................................................................................... 80‐46
PANEL SCHEDULE FOR WIRING DIAGRAM ‘E’ ........................................................................................... 80‐47
LOAD CENTER WIRING DIAGRAM ‘F’ ........................................................................................................ 80‐48
PANEL SCHEDULE FOR WIRING DIAGRAM ‘F’ ........................................................................................... 80‐49
LOAD CENTER WIRING DIAGRAM ‘G’ ....................................................................................................... 80‐50
PANEL SCHEDULE FOR WIRING DIAGRAM ‘G’ .......................................................................................... 80‐51
CONDUIT ENCASED LOOP DETECTOR ....................................................................................................... 80‐52
LOOP DETECTOR INSTALLATION DETAILS ................................................................................................. 80‐53
LOOP DETECTOR HOME RUN ................................................................................................................... 80‐54
OPTICOM DETECTOR INSTALLATION DETAILS .......................................................................................... 80‐55
SIGNAL HEADS ........................................................................................................................................ 80‐56
SPLICE DETAIL LOOP DETECTOR LEADS .................................................................................................... 80‐57
SIGNAL HEAD WIRING DETAILS ................................................................................................................ 80‐58
INTERCONNECT CABLE TERMINATION CABINET ....................................................................................... 80‐59
Revision Date Type 1 2/22/2021 Addendum 1- Correct Set Issued
1013264305C Text Box
GOVERNMENT SUPPLIED DRAINAGE MATERIALS
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