Appx E_1 - Errata Drawings 400 Ramp Phase 5_20250710.pdf
PDF 222 KB Posted
- Attached to
- 3rd Amended Solicitation Federal contract opportunity
- Solicitation number
- FA890325B0002
About this file
This document is an Errata for Drawings Repair for the 400 Ramp Phase 5 project at Travis Air Force Base in California, dated 10 July 2025. The errata includes specific drawing replacements and revisions for multiple drawings (CT100, CT501, CT502, CT503, CT504, GP105, and GP108), with key changes focusing on pavement markings, barricade placement, and construction guidelines.
The document provides detailed technical notes for contractors, including requirements for matching new and existing markings, maintaining a 50-foot separation between construction activities and aircraft operations, and specific instructions for haul routes and entry control points. Notable requirements include obliterating unused markings, placing beam barricades and flags along barricade lines, and ensuring all traffic control elements are included in the contract price. The errata also mandates species conservation measures and specifies that all SD-01 submittals and submittals for specific items must be approved before pavement can be closed for construction.
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| Appx C - 400 Aircraft Parking Ramp Repavement Phase 2 NLAA_20170512.pdf | ||
| Solicitation - FA890325B0002.pdf | ||
| Appx A - Travis AFB Ramp 400 Plans.pdf | ||
| Appx B - Travis AFB Ramp 400 Specifications.pdf | ||
| Appx D - Geotechnical Report_20180702.pdf | ||
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Text version
Errata for Drawings Repair 400 Ramp
Phase 5
Travis AFB, CA
10 July 2025
Drawings:
1. Replace Drawings CT100, CT501, CT502, CT503, and CT504 dated 17 September
2018 with the attached drawings dated 20 December 2024.
2. Revise Drawing GP105 to move straw waddles to interior of barricades.
3. Revise Drawing GP108 to move straw waddles to interior of barricades.
4. GP105 AND GP108 – Revise Notes Section to:
“NOTES:
1. END OF NEW MARKINGS SHALL BE MATCHED TO EXISTING MARKINGS.
2. TRANSITION BETWEEN NEW AND EXISTING MARKINGS ON EXISTING PAVEMENT
SHALL BE A MINIMUM OF 25 FT. LENGTH PER 1 FT. OFFSET BETWEEN THE
CENTERLINES OF THE MARKINGS.
3. OBLITERATE EXISTING MARKINGS AS NECESSARY FOR TRANSITION.
4. BEAM BARRICADES SHALL BE PLACED ALONG THE BARRICADE LINE ON
PAVEMENT.
5. FLAGS SHALL BE PLACED ALONG THE BARRICADE LINE IN THE INFIELD.
6. TEMPORARY MARKINGS SHALL BE COMPLETELY OBLITERATED AND EXISTING
MARKINGS OUTSIDE PHASE AREA RESTORED WHEN THE NEW PAVEMENT IS
OPENED.
7. AIRCRAFT JET BLAST CONE SHOWN FOR BREAKAWAY POWER.
8. CONTRACTOR SHALL MAINTAIN AT LEAST 50' SEPARATION BETWEEN
CONSTRUCTION EQUIPMENT, PERSONNEL, MATERIALS, AND AIRCRAFT
OPERATIONS AT ALL TIMES.
9. ALL BARRICADE, CLOSURE MARKERS, FLAG LINES, AND ANY OTHER TRAFFIC
CONTROL SHALL BE INCLUDED IN THE CONTRACT PRICE.
10. OBLITERATE ALL MARKINGS NOT IN USE WITHIN 37.5 ' OF TEMPORARY
TAXILANES AND REPLACE PRIOR TO OPENING PAVEMENT TO NORMAL TRAFFIC.
11. ALL SD-01 SUBMITTALS AND ALL SUBMITTALS FOR ITEMS 02 41 00, AND 31 00 00
MUST BE APPROVED BEFORE PAVEMENT CAN BE CLOSED FOR CONSTRUCTION.
12. SEE DRAWING GP100 FOR GENERAL REQUIREMENTS.
13. STRAW WATTLE FOR SPECIES CONSERVATION SURROUNDING WORK AREA. SEE
DETAIL ON GC501.
14. CONTRACTOR TO ESTABLISH ENTRY CONTROL POINT (ECP) AT PROJECT
PERIMETER. ECP TO BE MANNED BY BASE PERSONNEL. ECP AND ASSOCIATED
HAUL ROUTE MAY NEED TO BE RELOCATED DURING CONTRACT PERFORMANCE
DUE TO AIRFIELD OPERATIONS.
15. THE HAUL ROUTE MUST BE MARKED WHERE TRASNVERSING ACTIVE AIRFIELD
TAXIWAYS AND WHERE DESIGNATED BY 60 OSS. HAUL ROUTE MUST BE WIDER
THAN 24 FEET (12 FT EACH DIRECTION), BUT NO WIDER THAN 30 FT (15 FT EACH
DIRECTION) WITH MARKINGS DENOTING THE BOUNDARIES ON EACH SIDE.
UTILIZE A SOLID WHITE NON-REFLECTIVE (6” WIDE) FOR THE HAUL ROUTE
BOUNDARY LEADING UP TO THE TEMPORARY ECP. UTILIZE A SOLID RED
REFLECTIVE (6” WIDE) MARKING AFTER PASSING THE TEMPORARY ECP. 60 OSS
TO PROVIDE DETAILS ON HAUL ROUTE MARKINGS FOLLOWING AWARD.”
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