Rev 2 Attach-2 D. CS403 Adend 2 signed.pdf
PDF 975 KB Posted
- Solicitation number
- W50S6Y24B0002
About this file
This document appears to be a set of technical drawings and specifications related to a federal contract opportunity. The drawings provide details on the proposed renovation and repair work to Building 1001, a maintenance hangar facility located at the 125th Fighter Wing Jacksonville International Airport in Florida. The key details of the related federal contract opportunity are:
The solicitation number is W50S6Y-24-B-0002 and the project is titled "F-35 Repair Maintenance Hangar B1001, Project Number LSGA212001." The work includes full renovation of the ground floor spaces, including demolition, new interior construction and finishes, HVAC, plumbing, electrical, lighting, grounding, fire protection, telecommunication, and access control/security systems. The project is set aside for small businesses, with a NAICS code of 236220 and a size standard of $45M. The estimated project magnitude is between $10M to $20M, with a period of performance of 540 calendar days after notice to proceed. Bids will be evaluated solely on price and price-related factors, with no option line items - all lines must be priced.
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D1-KEYNOTES
1. BUILDING B1001 HANGAR
2. PROPOSED INGRESS/EGRESS. SEE ARCH DRAWINGS
3. EXISTING INGRESS/EGRESS
4. EXISTING SIDEWALK
5. PROPOSED SIDEWALK CONNECTION AT NEW INGRESS/EGRESS. FINISH TO MATCH
EXISTING. SEE ARCH PLANS FOR THRESHOLD CONNECTION, FLUSH TO EXISTING
CONCRETE SIDEWALK. SEE DETAIL C8/ S-501
6. PROPOSED HVAC CONCRETE PAD, SEE DETAIL C8/S-501
SCALE: 1" = 5' 0 2.5' 5' 10' 15'D1 HVAC PADS AND INGRESS EGRESS CONNECTOR NORTH
SCALE: 1" = 5' 0 2.5' 5' 10' 15'A1 INGRESS/EGRESS SIDEWALK DEMO NORTH
SCALE: 1" = 5' 0 2.5' 5' 10' 15'A6 ACCESSIBILITY RAMP INGRESS/EGRESS NORTH
SCALE: 1" = 5' 0 2.5' 5' 10' 15'A1 INGRESS/EGRESS SIDEWALK DEMO NORTH
A1 KEYNOTES
1. BUILDING B1001 HANGAR
2. EXISTING SIDEWALK AND ACCESS LOADING AREAS
3. EXISTING BOLLARD AND WATER SERVICE
4. EXISTING UTILITY ENCLOSURE - PROTECT ENCLOSURE FROM DAMAGE DURING
CONCRETE DEMOLITION AND CONSTRUCTION ACTIVITIES.
5. EXISTING SIDEWALK
6. EXISTING CONCRETE JOINT
7. SAWCUT, DEMOLISH, AND DISPOSE OF CONCRETE FROM SITE TO NEAREST
EXISTING JOINT.
8. REMOVE EXISTING SOD TO 6" BELOW EXISTING GRADE.
A6 KEYNOTES
1. BUILDING B1001 HANGAR
2. EXISTING CONCRETE SIDEWALK AND ACCESS LOADING AREAS.
3. EXISTING BOLLARD AND WATER SERVICE
4. EXISTING UTILITY ENCLOSURE - PROTECT ENCLOSURE FROM DAMAGE DURING
CONCRETE DEMOLITION AND CONSTRUCTION ACTIVITIES.
5. CONCRETE ABA RAMP AND STOOP FOR NEW INGRESS / EGRESS DOOR. SEE
DETAIL A1/C-501.
6. 6" THICK CONCRETE LOADING RAMPS. SEE DETAIL A1/C-501.
7. 6" THICK CONCRETE REPLACEMENT , MEET EXISTING CONCRETE GRADE FLUSH
WITH EXPANSION JOINT AND SEALANT.
8. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL E8/C-501.
9. EXPANSION JOINT. SEE DETIAL A8/C-501.
GENERAL SHEET NOTE
1. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES, LEGEND , AND ABBREVIATIONS.
AutoCAD SHX Text
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AutoCAD SHX Text
MECH
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| Sheets and Views |
| CS403 |
| 2024-04-02T15:51:28-0400 | |
| Derek Wainscott | |
| I have reviewed this document |
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