Attachment B - Drawings.pdf
PDF 8 MB Posted
- Attached to
- PIERS 15 AND 14 - REPAIR CLEATS AND BOLLARDS
- Solicitation number
- N4008524R2609
About this file
This package includes construction drawings and specifications for repair work at Pier 14 located at Joint Expeditionary Base Little Creek - Fort Story in Virginia. The scope of work involves demolishing and replacing concrete foundations and hardware for cleats and bollards used to moor vessels. Only the five Small Business Multiple Award Construction Contractors holding contracts with NAVFAC Mid-Atlantic can bid on this project. The solicitation number is N4008524R2609 and the required repairs include replacing deteriorated concrete around 20-ton, 35-ton, and 200-ton cleats as well as 35-ton and 200-ton bollards based on provided plans and details.
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G-001
GENERAL PROJECT NOTESGENERAL PROJECT SYMBOLS
DETAIL TAGPARTIAL SECTION
INDICATOR
PHOTOGRAPH
INDICATOR
VICINITY MAP
ABBREVIATIONSLOCATION MAP
A1 VIEW TITLEPLAN TITLE
DIAGRAM OF DATUM PLANE *
INDEX OF DRAWINGS
PIER 14
VIRGINIA BEACH, VA
FEAD LITTLE CREEK
NAVFAC MID-ATLANTIC, LITTLE CREEK SITE
JOINT EXPEDITIONARY BASE LITTLE CREEK - FORT STORY
CLEAT AND BOLLARD REPAIRS
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S-001
DESIGN CRITERIA
CONCRETE REPAIR NOTES
STRUCTURAL AND MISCELLANEOUS STEEL NOTES
CLEAT AND BOLLARD NOTES
BIDDING NOTES
DEMOLITION NOTES
MOORING HARDWARE DESIGN CRITERIA
CRANE LIFT IN APPROACH ZONE
EPOXY ADHESIVE ANCHORING SYSTEM NOTES
S-101
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LEGEND - MOORING FIXTURES DEMOLITION & REPAIRS
N
KEY PLAN
GENERAL NOTES:
PIER 14 - MOORING DEMOLITION AND REPAIR PLAN
PIER 14 - MOORING DEMOLITION AND REPAIR PLAN
A3 CLEAT FOUNDATION SECTION (TYP)
B3 CLEAT FOUNDATION (TYP)
C3 CLEAT FOUNDATION REINFORCEMENT (TYP)
B1 CLEAT FOUNDATION DEMOLITION (TYP)
A1 CLEAT FOUNDATION DEMOLITION SECTION (TYP)
C1 CLEAT FOUNDATION REINFORCEMENT DEMOLITION (TYP)
c12
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SHEET NOTES
A3 35 TON BOLLARD FOUNDATION SECTION (TYP)
B3 35 TON BOLLARD FOUNDATION (TYP)
C3 35 TON BOLLARD FOUNDATION REINFORCEMENT (TYP)
B1 35 TON BOLLARD FOUNDATION DEMOLITION (TYP)
A1 35 TON BOLLARD FOUNDATION DEMOLITION SECTION (TYP)
C1 35 TON BOLLARD FOUNDATION REINFORCEMENT DEMOLITION (TYP)
B1
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SHEET NOTES
A3 200 TON BOLLARD FOUNDATION SECTION (TYP)
B3 200 TON BOLLARD FOUNDATION (TYP)
C3 200 TON BOLLARD FOUNDATION REINFORCEMENT (TYP)
B1 200 TON BOLLARD FOUNDATION DEMOLITION (TYP)
A1 200 TON BOLLARD FOUNDATION DEMOLITION SECTION (TYP)
C1 200 TON BOLLARD FOUNDATION REINFORCEMENT DEMOLITION (TYP) C5 200 TON BOLLARD BASEPLATE (TYP)
S-303
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A3 SECTION - DOLPHIN CLEAT DEMO (TYP) A4 SECTION - DOLPHIN CLEAT (TYP)
S-304
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C1 PHOTO - 20 TON CLEAT (TYP) C2 PHOTO - 35 TON BOLLARD (TYP) C3 PHOTO - 200 TON BOLLARD (TYP)
B3 PHOTO -200 TON BOLLARD HARDWARE (TYP)B4 PHOTO - DOLPHIN CLEAT HARDWARE (TYP)
C4 PHOTO - DOLPHIN CLEAT (TYP)
A1 PHOTO - DOLPHIN CLEAT (MISSING)
B2 PHOTO -35 TON BOLLARD HARDWARE (TYP)B1 PHOTO - PIER CLEAT HARDWARE (TYP)
A1 CONCRETE SPALL REPAIR DETAIL (OPTION) A3 CONCRETE CURB REPLACEMENT DETAIL (OPTION) S-305
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B1 PHOTO - CONCRETE CURB REPLACEMENTB2 PHOTO - CONCRETE CURB REPLACEMENT B4 PHOTO - CONCRETE SPALL REPAIRB3 PHOTO - CONCRETE SPALL REPAIR
| Sheets and Views |
| Pier 14 MASTER-G-001 |
| Pier 14 MASTER-S-001 |
| Pier 14 MASTER-S-101 |
| Pier 14 MASTER-S-301 |
| Pier 14 MASTER-S-302 |
| Pier 14 MASTER-S-303 |
| Pier 14 MASTER-S-304 |
| Pier 14 MASTER-S-305 |
| 2024-01-31T15:28:17-0500 | |
| SILVA.RONALD.FRANK.1014113645 |
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