Attachment 11 - Base Pavements Drawings 4 Oct 24 .pdf

37 MB Posted

Attached to
Little Rock AFB Base Pavements IDIQ FY25 - Amendment 7
Solicitation number
FA446025R0002
Issued by

About this file

Written by GovTribe AI ·

The file is an attachment of base pavement drawings for Little Rock Air Force Base, containing detailed engineering and erosion control specifications. The document includes location plans, civil engineering details, and technical drawings for airfield pavement systems, focusing on infrastructure improvements such as storm inlet filters, construction exits, perimeter sediment barriers, ditch checks, and specific technical installations like handicap ramp railings and pipe bollards.

The drawings provide comprehensive technical specifications for erosion control measures, including gravel filters, straw bale barriers, silt fence installations, and construction exit requirements. Specific technical details include pipe specifications, concrete flume designs, base condition requirements for asphalt and concrete paving, and installation guidelines for various structural elements. The document is part of the FA446025R0002 solicitation for an Indefinite-Delivery Indefinite-Quantity (IDIQ) contract for base pavements maintenance and repair at Little Rock Air Force Base, supporting the 19th Civil Engineer Squadron's infrastructure and construction needs.

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Other files

File Type Posted
Solicitation Amendment FA446025R00020004 SF 30.pdf PDF
Solicitation Amendment - FA446025R00020004.pdf PDF
Solicitation Amendment FA446025R00020003 SF 30.pdf PDF
Solicitation Amendment - FA446025R00020003.pdf PDF
Attachment 25 - Arnold Gate Q and A 2 Sep 25.pdf PDF
Attachment 22 - Arnold Gate Pavement Bid Schedule 2 Sep 25.xlsx XLSX spreadsheet
Solicitation Amendment - FA446025R00020002.pdf PDF
Attachment 1 - Base Pavements Bid Schedule NKAK 23-1030 27 Aug 25.xlsx XLSX spreadsheet
Solicitation Amendment FA446025R00020002 SF 30.pdf PDF
Attachment 12 - Specifications NKAK 23-1030 (1-4) Base Pavements IDIQ 26 Aug 2025.pdf PDF
Attachment 17 - NKAK 23-1040 Arnold Gate Description of Work 22 Aug 25.pdf PDF
Attachment 22 - Arnold Gate Pavement Bid Schedule .xlsx XLSX spreadsheet
Attachment 23 - Installation Pest Management Plan Jul 2025 .pdf PDF
Solicitation Amendment - FA446025R00020001.pdf PDF
Attachment 1 - Base Pavements Bid Schedule NKAK 23-1030 26 Aug 2025.xlsx XLSX spreadsheet
Solicitation Amendment FA446025R00020001 SF 30 CO signed.pdf PDF
Attachment 24 - Base Pavements IDIQ Q and A 26 Aug 25 .pdf PDF
Site Visit 2 NKAK 231030 Sign-in Roster - 12 Aug 2025.pdf PDF
Site Visit 1 NKAK 231030 Sign-in Roster - 7 Aug 2025.pdf PDF
Attachment 8 - Contractor Construction and Demolition Report .pdf PDF
Attachment 9 - AF103 LRAFB Instructions .pdf PDF
Attachment 10 - LRAFB Information .pdf PDF
Attachment 14 - Sub-Contractor Consent Form .pdf PDF
Attachment 15 - Past Performance Questionnaire (PPQ)-15 May 2025 signed.pdf PDF
Attachment 18 - Fence Specifications .pdf PDF
Attachment 20 - Geotechnical Report .pdf PDF
Attachment 2 - Wage Determination AR20250152 White 3 Jan 25 .pdf PDF
Attachment 4 - Wage Determination AR20250171 Pulaski 3 Jan 25 .pdf PDF
Attachment 7 - Memo of Agreement Regarding Environmental Laws and Regulation .pdf PDF
Attachment 13 - Financial Institution Reference Sheet .pdf PDF
Attachment 17 - NKAK 23-1040 Arnold Gate Description of Work .pdf PDF
Attachment 19 - Undercut Drawings .pdf PDF
Solicitation - FA446025R0002.pdf PDF
Attachment 1 - Base Pavements Bid Schedule NKAK 23-1030 14 MAY 25 .xlsx XLSX spreadsheet
Attachment 3 - Wage Determination AR20250168 Lonoke 3 Jan 25 .pdf PDF
Attachment 5 - Base Pavements IDIQ- Material Submittal Schedule .xlsx XLSX spreadsheet
Attachment 6 - EMIS Contractor Instruction Guide .pdf PDF
Attachment 12 - Specifications NKAK 23-1030 (1-4) Base Pavements IDIQ 15 May 2025 .pdf PDF
Attachment 16 - NKAK 23-1040 Arnold Gate Pavement Improvements RFP - signed.pdf PDF
Attachment 21 - Design Drawings .pdf PDF
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LOCATION PLAN

LITTLE ROCK AIR FORCE BASE, ARKANSAS

T1

AIRFIELD 1-9

CIVIL 1-21

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CIVIL ENGINEERING

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BASE CONTRACTING

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BLDG. 399

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BACK GATE

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BLDG. 1090

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BASE CLINIC

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BLDG. 528

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BLDG. 642

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BLDG. 1502

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FRONT GATE

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HAUL

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ROUTE

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RRR PAD

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SMITH

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FT.

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TEXARKANA

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STATE OF ARKANSAS

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LITTLE ROCK

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MEMPHIS

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LITTLE ROCK

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AFB

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GRAPHIC SCALE

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BLOCK ON THIS SHEET CONSTITUTE APPROVAL OF ALL DRAWINGS LISTED

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THE APPROVAL AND COORDINATION SIGNATURES APPEARING IN THE TITLE

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IN THE INDEX.

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CHIEF OF OPERATIONS

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CIVIL ENGINEER

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FIRE CHIEF

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PROGRAM MANAGER

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USING AGENCY

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SAFETY

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BIO ENVIRONMENTAL

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CHIEF ENGINEER

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ENVIRONMENTAL

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CONSTRUCTION MANAGER

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BY

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DESIGNED BY

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DATE

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TECH REVIEWER

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DRAWN BY

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PROJECT NUMBER

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SHEET

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OF

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LEAD DESIGNER

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APP'D

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LITTLE ROCK A.F.B.

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IDIQ AIRFIELD PAVEMENT

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SYSTEMS

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TITLE SHEET

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ABB

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JRS

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ABB

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NOV 2017

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ABB

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NKAK 23-1030

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AS SHOWN

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ARKANSAS

G1

16" X 8"

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PLACED AROUND

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CONCRETE BLOCKS

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DROP INLET PERIMETER

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WIRE SCREEN TO

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PREVENT MOVEMENT

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OF GRAVEL

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AREA INLET

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WITH GRATE

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WIRE SCREEN PLACED AROUND

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CONCRETE BLOCK PERIMETER

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GRAVEL FILTER (APPROXIMATELY

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3/4" DIA.) PLACED TO TOP OF

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CONCRETE BLOCKS

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CONCRETE BLOCKS

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STACKED 2 HIGH

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OVERFLOW

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CROSS SECTION BB

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GRAVEL FILTER

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FILTERED

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WATER

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NOTE:

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RUNOFF

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AREA INLET

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WITH GRATE

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OVERFLOW

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FILTERED

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WATER

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CROSS SECTION AA

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NOTE:

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RUNOFF

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STRAW BALE FILTERS ARE NOT TO BE USED IF AREA ADJACENT

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TO INLET IS PAVED.

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STRAW BALE FILTER

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CONTRACTOR'S OPTION AS TO WHICH TO METHOD TO USE.

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STORM INLET FILTER

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NO SCALE

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GRAVEL FILTER MAY BE USED ON PAVEMENT OR BARE GROUND.

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AND BACKFILLED AROUND THE

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4" IN THE SOIL. TIGHTLY

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PERIMETER.

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STRAW BALES ARE TO BE PLACED

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ABUTTING WITH NO GAPS. STAKED

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ENTIRE OUTSIDE OF THE

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MINIMUM 6" THICK

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1 1/2" TO 4" DIA

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ROCK GRADED FROM

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RADIUS

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AS REQ'D

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REQUIRED UNDER ROCK

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(NAT'L STONE ASSOC. R-2)

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GEOTEXTILE UNDERLINER

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25' NOMINAL

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50' MIN

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PUBLIC ROADWAY

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EXIT SHALL BE MAINTAINED IN A CONDI-

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TION WHICH WILL PREVENT TRACKING OR

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FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.

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THIS MAY REQUIRE PERIODIC TOP DRESSING

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WITH 1 1/2" - 4" STONE, AS CONDITIONS

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DEMAND, AND REPAIR AND/OR CLEANOUT OF

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ANY STRUCTURES USED TO TRAP SEDIMENT.

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CONSTRUCTION EXIT

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NO SCALE

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BACKFILL

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STAKE

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WEDGE LOOSE STRAW

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BETWEEN BALES

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FLOW

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FLOW

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STAKE

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TWINE/WIRE

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MATERIAL

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3. BACKFILL AND COMPACT EXCAVATED SOIL

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4" MIN.

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FILTERED SEEPAGE

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BALE

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WIDTH

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BALES MUST BE TIGHTLY

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ABUTTED WITH NO GAPS

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4" MIN.

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COMPACTED SOIL TO

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WIDTH

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BALE

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1. EXCAVATE THE TRENCH

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FLOW

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WOOD POST

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W/ NAIL

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PLACEMENT

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PLACEMENT

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W/ STAPLE

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WOOD POST

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SEDIMENT LADEN

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RUNOFF

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MAX. C/C

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NOTE:

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NTS

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CONTRACTOR'S OPTION AS TO WHICH METHOD TO USE.

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PERIMETER SEDIMENT BARRIER

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NO SCALE

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POST

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PREVENT PIPING

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POSTS:

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FASTENERS FOR WOOD POSTS:

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FLOW

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MAX. C/C

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FABRIC

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TRENCH

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WITH 4 NAILS PER POST MINIMUM.

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NAILS - SHALL BE 14 GAUGE MINIMUM, 1" LONG, 3/4" BUTTON HEADS,

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LEGS, WITH 5 STAPLES PER POST MINIMUM.

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WIRE STAPLES - SHALL BE 17 GAUGE MINIMUM, 3/4" WIDE, 1/2" LONG

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ATTACHED TO POSTS BY STAPLES, NAILS, WIRE, CORD. OR POCKETS.

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STEEL POSTS SHALL BE 1.3 LBS/FT MINIMUM. FABRIC MAY BE

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MINIMUM LENGTH FOR POSTS IS 48". SOFT WOOD POSTS SHALL BE 3"

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SILT FENCE BARRIER

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STAKED AND ENTRENCHED 55 LB

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(APPROXIMATE) STRAW BALE

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6" MIN.

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CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE

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2. PLACE AND STAKE STRAW BALES

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STRAW BALE BARRIER

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PLACE DOWNSTREAM STRUCTURE SUCH

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THAT POINT "B" IS APPROXIMATELY

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LEVEL WITH THE LOWEST GROUND

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COARSE ROCK DITCH CHECK

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ELEVATION OF THE UPSTREAM

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STRUCTURE

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FLOW

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ELEVATION OF THE UPSTREAM BALE

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LEVEL WITH THE LOWEST GROUND

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THAT POINT "B" IS APPROXIMATELY

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PLACE DOWNSTREAM BALES SUCH

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DITCH CHECK

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NO SCALE

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NOTE:

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STRAW BALE DITCH CHECK

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**ASSUMES DEPTH OF WATER

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ABOVE POINT "B" WILL

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NOT RECOMMENDED

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NOT EXCEED 6"

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1.0 - 3.5

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5.0 - 7.0

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3.5 - 5.0

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7.0 OR >

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1.0 OR <

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(MAXIMUM)

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SIDE SLOPES

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2:1 OR FLATTER

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COARSE ROCK

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3" (MINIMUM)

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FLOW

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ENDPOINTS "A" MUST BE HIGHER

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6" (MINIMUM) OF

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COARSE ROCK PLACED

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IN CHANNEL FLOW LINE

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THAN FLOW LINE POINT "B"

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ALTERNATE LOCATION OF

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ONE OR MORE BALES IN

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CHANNEL BED TIGHTLY

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ABUTTING EACH OTHER

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ABUTTING WITH NO GAPS

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BALES MUST BE TIGHTLY

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(MINIMUM)

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(MAXIMUM)

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FLOW LINE BALE(S)

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FLOW

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OVERLAP SIDE BALES ON FLOW

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LINE BALE(S) TO PREVENT GAPS

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VALUE

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OF Z

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OF BALES

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MINIMUM

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NUMBER

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THAN FLOW LINE POINT "B"

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ENDPOINTS "A" MUST BE HIGHER

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BY

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DESIGNED BY

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DATE

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TECH REVIEWER

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DRAWN BY

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PROJECT NUMBER

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OF

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LEAD DESIGNER

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PROJECT TITLE

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ARKANSAS

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APP'D

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LITTLE ROCK A.F.B.

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IDIQ AIRFIELD PAVEMENT

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SYSTEMS

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EROSION CONTROL DETAILS

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ABB

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JRS

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ABB

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MAR 2012

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ABB

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NKAK 23-1030

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AS SHOWN

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ARKANSAS

LITTLE ROCK A.F.B.

C1

36"

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VARIES

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NOTES:

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1. MATERIAL SHALL BE 1-1/2" HOT DIPPED GALVANIZED STEEL PIPE.

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2. PIPE SHALL BE ASSEMBLED USING CONINUOUS WELD.

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3. RAILS SHALL BE ASSEMBLED PRIOR TO HOT DIP PROCESS.

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4. RAILS SHALL BE SPACED 5' APART TO ALLOW 5' LANE.

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ESCUTCHEON RING

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5. RAILS SHALL BE PAINTED 2 COATS BRONZE TONE PAINT EXTERIOR.

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HANDICAP RAMP RAILING

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SEE HAND RAILING DETAILS THIS SHEET FOR FOOTING REQUIREMENTS

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CONCRETE FLUME

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6" MIN

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CONCRETE PAVING

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BASE CONDITION @

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ASPHALT PAVING

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BASE CONDITION @

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CONCRETE BASE

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WEDGE & FILL WITH FINE SAND

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SET IN 8" DIA. PIPE SLEEVE

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PIPE FILLED WITH CONCRETE

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6" DIA. X 18.7 STEEL

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SMOOTH

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& GRIND EDGE OF PIPE

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DOME CONCRETE

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ESCUTCHEON W/POLYEURATHANE NON-SAG SEALANT

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PIPE BOLLARD

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BY

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DESIGNED BY

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DATE

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TECH REVIEWER

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DRAWN BY

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PROJECT NUMBER

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SHEET

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OF

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LEAD DESIGNER

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PROJECT TITLE

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ARKANSAS

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APP'D

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LITTLE ROCK A.F.B.

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IDIQ CIVIL WORK

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RAILINGS, BOLLARD

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CONCRETE FLUME

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RS

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AB

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RS

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30 JULY 24

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RS

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AS SHOWN

T1 TITLE PAGE
T2 CAMP ROBINSON LOCATION
C1 AIRFIELD DETAILS, 1
C2 AIRFIELD DETAILS, 2
C3 AIRFIELD DETAILS, 3
C4 AIRFIELD DETAILS, 4
C5 AIRFIELD DETAILS, 5
C6 AIRFIELD DETAILS, 6
G1 EAROSION CONTROL DETAILS
G1-Layout1.pdf
Sheets and Views
Layout1
PLOTVIEW
T1-Layout1.pdf
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Layout1
PLOTVIEW
C1 -RAILINGS, BOLLARDS, FLUME.pdf
Sheets and Views
C1
T1-Layout1.pdf
Sheets and Views
Layout1
PLOTVIEW

File details come from the government source that posted it. Updated .