FNWZ 23-0016 CCTV Inspection of Airfield Storm Drainage_DWGs.pdf

PDF 13 MB Posted Apr 27, 2023

Attached to: Airfield Drainage Inspection
Solicitation number: FA466123Q0096
Issued by: Department of the Air Force Global Strike Command

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File	Type	Posted
SOW FA466123Q0096 Redacted.pdf	PDF	Apr 14, 2023
FA466123Q0096 COMBO.docx	DOCX document	Apr 14, 2023
Questions and Answers FA466123Q0096.docx	DOCX document	Apr 14, 2023
Provs and Clauses ADS.pdf	PDF	Apr 14, 2023

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CONCRETE

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CONC

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SCHEDULE

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EACH WAY

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COLUMN

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COL

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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ASTM

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AMERICAN STY FOR TESTING AND MAT.

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PLATE

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BUILDING

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BLDG

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DYESS AFB, TX.

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AIRFIELD

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SSPC

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STEEL STRUCTURE PAINTING COUNCIL

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INCH

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STD

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STANDARD

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NATIONAL SANITATION FOUNDATION

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NSF

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FEDERAL

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FOOT, FEET

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FT.

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SHEET

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TYPICAL

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SPEC

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SPECIFICATION, SPECIFICATIONS

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REFERENCE

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REF

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EXIST

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EXISTING

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ELEV

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ELEVATION

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DIAMETER

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MAIN GATE

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%%UPROJECT LOCATION

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NOT TO SCALE

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ABILENE

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CONTRACTING DIV.

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%%UAREA MAP

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ELEVATION

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CIVIL ENGINEERING

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SECURITY POLICE

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CONTRACTOR'S ACCESS

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HAUL ROAD ROUTE

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NORTH

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ON CENTER, ON CENTERS

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FNWZ 23-0016

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DETAIL

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SECTION

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PROJECT TITLE

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DYESS AFB

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CCTV INSPECTION OF AIRFIELD STORM DRAINAGE

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CENTER LINE

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RUNWAY 16/34

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LZ 16/34A

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LZ 16/34B

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IN ACCORDANCE WITH

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, DIA

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QUANTITY

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QTY

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LENGTH

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LEN.

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POLYVINYL CHLORIDE

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PVC

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CAST IRON

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PORTLAND CEMENT CONCRETE

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PCC

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AT/FP

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ANTITERRORISM/FORCE PROTECTION

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WORK AREA

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WORK AREA

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WORK AREA

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REVISION

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COORDINATION

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BY/DATE

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COVER

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%%UDRAWING INDEX

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%%UNO.

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%%UNO.

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COVER SHEET

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%%USHEET TITLE

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STORM DRAIN INSPECTION SITE PLAN

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SHEET

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AutoCAD SHX Text CONTRACTOR MAY CONTACT ONLY THE BASE CONTRACTING OFFICE - 7 CONS/LGCA, DYESS AFB, TX 79607-1581;

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(325) 696-3685 FOR ANY AND ALL INFORMATION WITH REGARDS TO THIS TASK ORDER.

AutoCAD SHX Text ALL WORK IS NEW UNLESS OTHERWISE INDICATED TO BE "EXISTING" OR "REUSED" OR "RELOCATED".

AutoCAD SHX Text CONTRACTOR SHALL OBTAIN A COMPLETED AF FORM 103 "WORK CLEARANCE REQUEST" FROM THE CONTRACTING OFFICER

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PRIOR TO PERFORMANCE OF ON-SITE WORK.

AutoCAD SHX Text EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERFY EXACT LOCATIONS

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PRIOR TO EXCAVATION OR TRENCHING.

AutoCAD SHX Text CONTRACTOR SHALL HAND DIG WITHIN 5 FEET EITHER SIDE OF UTILITY CROSSINGS UNTIL THE UTILITY IS PHYSICALLY

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EXPOSED PRIOR TO PERFORMING MECHANICAL TRENCHING OR EXCAVATING.

AutoCAD SHX Text CONTRACTOR IS HIGHLY ENCOURAGED TO PERFORM A SITE VISIT TO THOROUHGLY FAMILIARIZE THEMSELVES WITH

AutoCAD SHX Text ANY AND ALL EXISTING SITE AND PROJECT LOCATION CONDITIONS WHICH MAY AFFECT THE WORK UNDER THIS

AutoCAD SHX Text TASK ORDER. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR CONTRACTOR ERRORS OR OMISSIONS WHICH COULD

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BE MADE KNOWN BY ATTENDING A SITE VISIT.

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FNWZ 23-0016

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CCTV INSPECTION

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OF AIRFILED

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STORM DRAINAGE

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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MAR 2023

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FOR APRON CONSTRUCTION

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DETAILS REFER:

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CAUTION!!! THERE ARE

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NUMEROUS PRESSURIZED

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FUEL (JP-8) LINES UNDER

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THE B1-B RAMP (NOT

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SHOWN FOR CLARITY).

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VERIFY LOCATION PRIOR

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TO DIGGING.

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TAXIWAY "A"

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WATER UG

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SOUTH WARMUP APRON

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(SOUTH HAMMERHEAD)

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ELEC UG

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TAXIWAY "F"

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SOUTH OVERRUN

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TAXIWAY "E"

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TAXIWAY "G"

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TAXIWAY "A"

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ELEC UG

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ELEC UG

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ACTIVE RUNWAY 16/34)

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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ELEC UG

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HOT CARGO PAD

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& HELICOPTER PAD

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TAXIWAY "C"

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C-130 RAMP

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COM&ELEC UG

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FIRE TRAINING AREA

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BASE OPERATIONS

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TRANSIENT

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RAMP

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NORTH WARMUP APRON

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NORTH HAMMERHEAD)

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NORTH OVERRUN

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TAXIWAY "B"

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TAXIWAY "D"

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TAXIWAY "H

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RUNWAY 163/343 (JACKRABBIT, DIRT STRIP)

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TAXIWAY "J"

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RUNWAY 164/344 (TYE LZ, ASPHALT STRIP)

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B1-B RAMP

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FIRE DEPARTMENT

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TAXIWAY "A"

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WATER UG

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ELEC UG

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COM UG

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ALERT

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AREA

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TAXIWAY "A"

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DYESS AFB PROPERTY LINE

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PLAN - AIRFIELD @ DYESS AFB, TX

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SCALE: NOT TO SCALE

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ELEC UG

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JP-8 UG

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WATER, JP-8 & ELECT

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WATER, JP-8 & ELECT UG

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TAXIWAY (UNNAMED)

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%%USEQUENCE

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%%USHEET

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TWY 'A' NORTH SITE PLANE

RUNWAY 16/34 & TWY 'D' SITE PLAN

Sequence Number

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DYESS

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TEXAS

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SHEET

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COORDINATION

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BY/DATE

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FNWZ 23-0016

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CCTV INSPECTION

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OF AIRFIELD

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STORM DRAINAGE

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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FEB 2022

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SOUTH APRON & RUNWAY 16/34/TWY DELTA DRAINAGE

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SITE PLAN - STORM DRAIN INSPECTION AREAS

AutoCAD SHX Text GENERAL NOTES: : 1. THE WORK COVERED BY THIS SHEET SHALL BE PERFORMED AS TO MINIMIZE IMPACT TO THE USERS WITHIN THE WORK AREAS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT PLANS AND SPECIFICATIONS. 2. WORK WITHIN THE AIRFIELD CAN START ONLY AFTER COORDINATION WITH THE CONTRACTING OFFICER (CO) AND AIRFIELD MANAGEMENT (AM) HAS BEEN COMPLETE. CONTRACTOR SHALL NOTIFY THE CO THE START DATE OF ACTUAL CONSTRUCTION WORK AT LEAST TWO WEEKS IN ADVANCE TO ALLOW FOR COORDINATION WITH AM. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONARY MEASURES AS NEEDED TO PROTECT ALL EXISTING IMPROVEMENTS, WHICH ARE NOT CALLED FOR IN THE TASK ORDER DOCUMENTS TO BE REPLACED, REMOVED OR OTHERWISE ALTERED, FROM DAMAGE. DAMAGE TO ANY EXISTING FACILITY THAT IS THE FAULT OF THE CONTRACTOR SHALL BE REPAIRED OR THE FACILITY SHALL BE REPLACED IMMEDIATELY AS NEEDED TO RESTORE THE DAMAGED FACILITY TO ITS ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE GOVERNMENT. 4. WORK WITHIN 100-FEET OF RUNWAY 16-34 AND TAXIWAYS SHALL BE COORDINATED WITH AIRFIELD MANAGEMENT PRIOR TO START. 5. CONTRACTOR SHALL PROVIDE A DETAILED COURSE OF ACTION AND WORKING PLAN DESCRIBING THE FOLLOWING: PROVIDE STORM DRAIN VIDEOING INVESTIGATION AS SHOWN IN THE PROJECT DRAWINGS. THE THE WORK PLAN SHALL FOLLOW ALL THE REQUIREMENTS SPECIFIED IN THE CONTRACT SPECIFICATIONS AND DRAWINGS. 6. ALL CONFINED SPACE PROTOCOLS SHALL BE FOLLOWED IF THE CONTRACTOR IS TO ENTER A DRAINAGE CULVERT. CONTRACTOR SHALL COORDINATE WITH DYESS AFB FIRE DEPARTMENT (325-696-2486).

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SEE C2

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SEE C2

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RUNWAY 16/34

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TWY ECHO

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TWY DELTA

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TWY CHARLIE

AIRFIELD MANAGEMENT

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OFFICE

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COORDINATION

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BY/DATE

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FNWZ 23-0016

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CCTV INSPECTION

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OF AIRFIELD

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STORM DRAINAGE

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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FEB 2022

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SOUTH APRON & RUNWAY 16/34/TWY DELTA DRAINAGE

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SCALE: 1" =75'-0"

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SITE PLAN - 84-INCH RC PIPE

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SCALE: 1" =75'-0"

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SITE PLAN - 60-INCH RC PIPE

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STORM INLET

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STORM INLET

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STORM INLET

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RUNWAY 16/34

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TAXIWAY DELTA

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DIVERSION DITCH OUTLET

NOTES: 1. 84-INCH RC PIPE CCTV LIMITS: ENTRANCE OF DIVERSION DITCH OUTLET TO EXISTING STORM INLET 84-INCH RC PIPE CCTV LIMITS: ENTRANCE OF DIVERSION DITCH OUTLET TO EXISTING STORM INLET WEST OF PARKING APTRON. APPROX. 1,500 FEET 2. 60-INCH RC PIPE CCTV LIMITS: EXISTING STORM INLET SOUTH OF TWY 'D' TO EDGE OF RUNWAY. 60-INCH RC PIPE CCTV LIMITS: EXISTING STORM INLET SOUTH OF TWY 'D' TO EDGE OF RUNWAY. APPROX. 800 FEET

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BY/DATE

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FNWZ 23-0016

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CCTV INSPECTION

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OF AIRFIELD

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STORM DRAINAGE

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D.MATSCHEK

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D.MATSCHEK

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D.MATSCHEK

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FEB 2022

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TWY ALPHA NORTH SITE PLAN

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SCALE: 1" =75'-0"

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SITE PLAN - 13-FOOT CONCRETE ARCH

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STORM INLET

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DIVERSION DITCH OUTLET

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STORM INLET

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DIVERSION DITCH OUTLET

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TAXIWAY ALPHA NORTH

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TAXIWAY CHARLIE

NOTES: 1. 84-INCH RC PIPE CCTV LIMITS: ENTRANCE OF DIVERSION DITCH OUTLET TO EXISTING STORM INLET 84-INCH RC PIPE CCTV LIMITS: ENTRANCE OF DIVERSION DITCH OUTLET TO EXISTING STORM INLET WEST OF PARKING APTRON. APPROX. 600 FEET 2. 13-FOOT CONCRETE ARCH CCTV LIMITS: DIVERSION DITCH OUTLET TO EXISTING STORM INLET WEST 13-FOOT CONCRETE ARCH CCTV LIMITS: DIVERSION DITCH OUTLET TO EXISTING STORM INLET WEST OF TWY 'A' . APPROX 625 FT

FNWZ 23-0016 Investigate Airfield Storm Drainage_CO.pdf

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FNWZ 23-0016 Investigate Airfield Storm Drainage_C1.pdf

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FNWZ 23-0016 Investigate Airfield Storm Drainage_C2.pdf

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File details come from the government source that posted it. Updated Apr 27, 2023.