DD3 Pre-Final Drawings Gen Life.pdf
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About this file
This document appears to be a set of pre-final drawings for the Dry Dock 3 Repair and Modernization project at the Norfolk Naval Shipyard in Portsmouth, Virginia. The drawings provide detailed plans and specifications for various aspects of the project, including civil, structural, architectural, mechanical, electrical, and plumbing work. Key details include:
The project involves the repair and modernization of Dry Dock 3 at the Norfolk Naval Shipyard. The drawings cover a wide range of work, such as site preparation, demolition, new construction, utility upgrades, and life safety systems. The project appears to be a design-bid-build contract, with the Naval Facilities Engineering Command (NAVFAC) acting as the federal agency overseeing the work. The drawings are marked as "Pre-Final Submittal" and are not for construction, indicating this is likely an intermediate design review stage. No specific award dates, pricing terms, or set-asides are provided in the document.
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Text version
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DRY DOCK 2
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SCALE: 1" = 200'
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ ATLANTIC
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AS NOTED
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SITE
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U.S. NAVAL
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
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UNCLASSIFIED
UNCLASSIFIED
DRY DOCK 3 REPAIR AND MODERNIZATION
GENERAL
G-001 TITLE SHEET
G-002 INDEX OF DRAWINGS - 1
G-003 INDEX OF DRAWINGS - 2
G-004 INDEX OF DRAWINGS - 3
G-005 ABBREVIATIONS AND LEGEND
G-006 GENERAL NOTES
G-105 CONTRACTOR LAYDOWN PLAN - 1
G-106 CONTRACTOR LAYDOWN PLAN - 2
G-301 TYPICAL EXISTING TRANSVERSE SECTION
G-401 DRY DOCK COPING LEVEL GENERAL ARRANGEMENT PLAN - 1
G-402 DRY DOCK COPING LEVEL GENERAL ARRANGEMENT PLAN - 2
LIFE SAFETY
GI001 LIFE SAFETY CODE ANALYSIS
GI051 LIFE SAFETY CODE ANALYSIS - PUMPHOUSE
GI101 LIFE SAFETY SITE PLAN
GI102 LIFE SAFETY PLAN - REFUELING TUNNEL
GI151 LIFE SAFETY PLAN - SUCTION LEVEL
GI152 LIFE SAFETY PLAN - PUMP LEVEL
GI153 LIFE SAFETY PLAN - CONTROL LEVEL
GEOTECHNICAL
B-101 GEOTECHNICAL INVESTIGATIONS PLAN
B-301 BORING LOGS - 1
B-302 BORING LOGS - 2
B-303 BORING LOGS - 3
B-304 BORING LOGS - 4
B-305 BORING LOGS - 5
B-306 BORING LOGS - 6
B-307 BORING LOGS - 7
B-308 BORING LOGS - 8
B-309 BORING LOGS - 9
B-310 BORING LOGS - 10
B-311 BORING LOGS - 11
B-312 BORING LOGS - 12
SURVEY
V-001 SURVEY NOTES, ABBREVIATIONS AND LEGEND
V-002 UNDERGROUND UTILITY MAPPING NOTES, ABBREVIATIONS AND LEGEND
V-101 EXISTING CONDITIONS PLAN - 1
V-102 EXISTING CONDITIONS PLAN - 2
V-103 EXISTING CONDITIONS PLAN - 3
V-104 EXISTING CONDITIONS PLAN - 4
V-105 EXISTING CONDITIONS PLAN - 5
V-201 EXISTING CONDITIONS ELEVATION - DD3 SOUTH WALL
V-202 EXISTING CONDITIONS ELEVATION - DD3 HEAD WALL
V-203 EXISTING CONDITIONS ELEVATION - DD3 NORTH WALL
CIVIL
C-001 CIVIL LEGEND AND ABBREVIATIONS
C-002 CIVIL NOTES
C-003 EROSION AND SEDIMENT CONTROL NARRATIVE
C-004 EROSION CONTROL MINIMUM STANDARDS
CD101 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 101
CD102 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 102
CD103 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 103
CD104 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 104
CD105 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 105
CD106 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 106
CD107 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 107
CD108 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 108
CD109 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 109
CD110 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 110
CD111 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 111
CD112 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 112
CD113 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 113
CD115 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 115
CD116 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 116
CD501 EROSION CONTROL DETAILS
CS101 CIVIL SITE PLAN - AREA 101
CS102 CIVIL SITE PLAN - AREA 102
CS103 CIVIL SITE PLAN - AREA 103
CS104 CIVIL SITE PLAN - AREA 104
CS105 CIVIL SITE PLAN - AREA 105
CS106 CIVIL SITE PLAN - AREA 106
CS107 CIVIL SITE PLAN - AREA 107
CS108 CIVIL SITE PLAN - AREA 108
CS109 CIVIL SITE PLAN - AREA 109
CS110 CIVIL SITE PLAN - AREA 110
CS111 CIVIL SITE PLAN - AREA 111
CS112 CIVIL SITE PLAN - AREA 112
CS113 CIVIL SITE PLAN - AREA 113
CS115 CIVIL SITE PLAN - AREA 115
CS116 CIVIL SITE PLAN - AREA 116
CS201 STORM DRAIN PROFILES - SHEET 1 OF 2
CS202 STORM DRAIN PROFILES - SHEET 2 OF 2
CS501 SITE DETAILS
CS502 RAILROAD DETAILS
CS503 DRAINAGE DETAILS
CS504 SITE DETAILS
CS505 FENCING DETAILS
CU103 CIVIL UTILITIES PLAN - AREA 103
CU104 CIVIL UTILITIES PLAN - AREA 104
CU105 CIVIL UTILITIES PLAN - AREA 105
CU106 CIVIL UTILITIES PLAN - AREA 106
CU109 CIVIL UTILITIES PLAN - AREA 109
CU110 CIVIL UTILITIES PLAN - AREA 110
CU111 CIVIL UTILITIES PLAN - AREA 111
CU112 CIVIL UTILITIES PLAN - AREA 112
CU113 CIVIL UTILITIES PLAN - AREA 113
CU115 CIVIL UTILITIES PLAN - AREA 115
CU201 SALTWATER PROFILES - SHEET 1 OF 4
CU202 SALTWATER PROFILES - SHEET 2 OF 4
CU203 SALTWATER PROFILES - SHEET 3 OF 4
CU204 SALTWATER PROFILES - SHEET 4 OF 4
CU205 NORTH WATER PROFILES - SHEET 1 OF 3
CU206 NORTH WATER PROFILES - SHEET 2 OF 3
CU207 NORTH WATER PROFILES - SHEET 3 OF 3
CU208 SOUTH WATER PROFILES - SHEET 1 OF 3
CU209 SOUTH WATER PROFILES - SHEET 2 OF 3
CU210 SOUTH WATER PROFILES - SHEET 3 OF 3
CU211 SUBMARINE FIREFIGHTING PROFILES - SHEET 1 OF 3
CU212 SUBMARINE FIREFIGHTING PROFILES - SHEET 2 OF 3
CU213 SUBMARINE FIREFIGHTING PROFILES - SHEET 3 OF 3
CU214 STEAM PROFILES - SHEET 1 OF 2
CU215 STEAM PROFILES - SHEET 2 OF 2
CU216 COMPRESSED AIR PROFILES - SHEET 1 OF 2
CU217 COMPRESSED AIR PROFILES - SHEET 2 OF 2
CU218 SANITARY PROFILES
CU219 AUX SW, EMP, AND OWWO PROFILES
CU301 DRY DOCK 3 UTILITY CROSSING SECTIONS
CU501 UTILITY DETAILS - 1 OF 3
CU502 UTILITY DETAILS - 2 OF 3
CU503 UTILITY DETAILS - 3 OF 3
CP100 OVERALL PAVEMENT MARKING PLAN
CP501 PAVEMENT MARKING DETAILS - 1 OF 2
CP502 PAVEMENT MARKING DETAILS - 2 OF 2
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES - 1
S-002 STRUCTURAL GENERAL NOTES - 2
S-003 COFFERDAM NOTES, STRUCTURAL ABBREVIATIONS AND LEGEND
S-004 TYPICAL DETAILS - 1
S-005 TYPICAL DETAILS - 2
S-031 OVERALL STRUCTURAL DRY DOCK PLAN
S-050 WET WELL 3 STRUCTURAL GENERAL NOTES - 1 OF 2
S-051 WET WELL 3 STRUCTURAL GENERAL NOTES - 2 OF 2
S-052 WET WELL 3 LEGEND AND ABBREVIATIONS
SD103 STRUCTURAL DEMOLITION PLAN - AREA 103
SD104 STRUCTURAL DEMOLITION PLAN - AREA 104
SD105 STRUCTURAL DEMOLITION PLAN - AREA 105
SB106 STRUCTURAL DEMOLITION PLAN - AREA 106
SD110 STRUCTURAL DEMOLITION PLAN - AREA 110
SD111 STRUCTURAL DEMOLITION PLAN - AREA 111
SD112 STRUCTURAL DEMOLITION PLAN - AREA 112
SD113 STRUCTURAL DEMOLITION PLAN - AREA 113
SD151 STRUCTURAL DEMOLITION PLAN PUMPWELL 3 ROOF
SD152 STRUCTURAL DEMOLITION PLAN PUMPWELL 3 LEVEL 1
SD153 STRUCTURAL DEMOLITION PLAN PUMPWELL 3 LEVEL 2
SD154 STRUCTURAL DEMOLITION PLAN PUMPWELL 3 LEVEL 3
SD155 STRUCTURAL DEMOLITION PLAN PUMPWELL 3 LEVEL 4 AND SUMP
SD251 PUMPWELL 3 DEMOLITION ELEVATIONS - 1 OF 2
SD252 PUMPWELL 3 DEMOLITION ELEVATIONS - 2 OF 2
SD301 TYPICAL DEMOLITION SECTION AT GRADE BEAM
SD302 TYPICAL DEMOLITION SECTION BETWEEN GRADE BEAMS
SD303 DEMOLTION SECTION - WET WELL AT SLIDE D
SD304 DEMOLITION SECTION - WET WELL TYPICAL
SD305 DEMOLITION SECTION - WET WELL AT STAIRS
SD308 DEMOLITION SECTIONS AT DOG HOUSE
SD314 DEMOLITION SECTIONS - RIVER WALL
SD402 ENLARGED DEMOLITION PLAN - NORTH SIDE OF ENTRANCE
SD403 ENLARGED DEMOLITION PLAN - SOUTH SIDE OF ENTRANCE
SD503 DEMOLITION DETAILS - CAPSTANS
SD508 DEMOLITION DETAILS - BOLLARDS
SD512 SEEPAGE REPAIR DETAILS
SC101 COFFERDAM PLAN
SC151 WET WELL 3 EXCAVATION SUPPORT PLAN - 1 OF 2
SC152 WET WELL 3 EXCAVATION SUPPORT PLAN - 2 OF 2
SC251 WET WELL 3 EXCAVATION SUPPORT ELEVATIONS - 1 OF 2
SC252 WET WELL 3 EXCAVATION SUPPORT ELEVATIONS - 2 OF 2
SC301 COFFERDAM ENLARGED PLAN
SC302 COFFERDAM SECTIONS
SC501 COFFERDAM DETAILS
SC551 WET WELL 3 EXCAVATION SUPPORT SECTIONS AND DETAILS
SB103 SUBSTRUCTURE PLAN - AREA 103
SB104 SUBSTRUCTURE PLAN - AREA 104
SB105 SUBSTRUCTURE PLAN - AREA 105
SB106 SUBSTRUCTURE PLAN - AREA 106
SB110 SUBSTRUCTURE PLAN - AREA 110
SB111 SUBSTRUCTURE PLAN - AREA 111
SB112 SUBSTRUCTURE PLAN - AREA 112
SB113 SUBSTRUCTURE PLAN - AREA 113
SB401 CRANE BEAMS ENLARGED PLANS - 1
SB402 CRANE BEAMS ENLARGED PLANS - 2
SB403 ENLARGED PLAN - SUMP FOUNDATION
SB404 PARTIAL PLAN - DIAPHRAGMS
SF101 DRY DOCK FLOOR PLAN - 1
SF102 DRY DOCK FLOOR PLAN - 2
S-103 STRUCTURAL SITE PLAN - AREA 103
S-104 STRUCTURAL SITE PLAN - AREA 104
S-105 STRUCTURAL SITE PLAN - AREA 105
S-106 STRUCTURAL SITE PLAN - AREA 106
S-110 STRUCTURAL SITE PLAN - AREA 110
S-111 STRUCTURAL SITE PLAN - AREA 111
S-112 STRUCTURAL SITE PLAN - AREA 112
S-113 STRUCTURAL SITE PLAN - AREA 113
S-151 WET WELL 3 SUCTION FLOOR FOUNDATION AND SUMP PLAN
S-161 WET WELL 3 ROOF LEVEL FRAMING PLAN
S-162 WET WELL 3 CONTROL LEVEL FRAMING PLAN
S-163 WET WELL 3 PUMP LEVEL CONCRETE SLAB AND BEAM PLAN
S-164 WET WELL 3 PUMP LEVEL PIPE SUPPORT PLAN AND DETAILS
S-203 STRUCTURAL ELEVATION - DD3 NORTH HEAD WALL AREA 103
S-204 STRUCTURAL ELEVATION - DD3 NORTH WALL AREA 104
S-205 STRUCTURAL ELEVATION - DD3 NORTH WALL AREA 105
S-206 STRUCTURAL ELEVATION - DD3 NORTH WALL AREA 106
S-210 STRUCTURAL ELEVATION - DD3 SOUTH HEAD WALL AREA 110
S-211 STRUCTURAL ELEVATION - DD3 SOUTH WALL AREA 111
S-212 STRUCTURAL ELEVATION - DD3 SOUTH WALL AREA 112
S-213 STRUCTURAL ELEVATION - DD3 SOUTH WALL AREA 113
S-214 STRUCTURAL ELEVATION - ENTRANCE LOOKING WEST
S-251 WET WELL 3 INTERIOR ELEVATIONS
S-252 PUMPWELL 3 ELEVATIONS - 1 OF 2
S-253 PUMPWELL 3 ELEVATIONS - 2 OF 2
S-261 WET WELL 3 INTERIOR ELEVATIONS
S-262 WET WELL 3 EXTERIOR ELEVATIONS
S-301 TYPICAL SECTION AT GRADE BEAM
S-302 TYPICAL SECTION BETWEEN GRADE BEAMS
S-303 SECTION AT WET WELL
S-308 SECTION - INNER AND OUTER SEAT GEOMETRY
S-309 LONGITUDINAL SECTION - CAISSON SEAT
S-310 TRANSVERSE SECTION - CAISSON SEAT
S-311 RIVER WALL SECTIONS
S-312 UTILITY TROUGH SECTIONS
S-401 ENLARGED COPING PLAN - NORTHSIDE CAISSON ACCESS
S-402 ENLARGED COPING PLAN - SOUTHSIDE CAISSON ACCESS
S-404 GENERATOR PLATFORM PLAN AND SECTIONS
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
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AS NOTED
S-405 SUBSTATION PLATFORM PLAN AND SECTIONS
S-406 SUBSTATION PLATFORM SECTIONS
S-408 IN-HAUL SYSTEM PLAN AND NOTES
S-409 ENLARGED PLAN - SUMPS
S-451 WET WELL 3 STAIR ENLARGED PLAN AND SECTIONS
S-452 WET WELL 3 STAIR ENLARGED SECTIONS AND DETAILS
S-453 WET WELL 3 SLUICE GATE PLATFORMS SECTIONS AND DETAILS
S-501 PILE DETAILS
S-502 GRADE BEAM DETAILS
S-503 DRY DOCK FLOOR DETAILS
S-505 DEWATERING SUMP DETAILS - 1
S-506 DEWATERING SUMP DETAILS - 2
S-507 DEWATERING SUMP DETAILS - 3
S-508 DRY DOCK FLOOR TRENCH DRAIN DETAILS - 1
S-509 DRY DOCK FLOOR TRENCH DRAIN DETAILS - 2
S-510 PRECAST FLOOR PANEL DETAILS - 1
S-511 PRECAST FLOOR PANEL DETAILS - 2
S-512 PRECAST WALL PANEL DETAILS - 1
S-513 PRECAST WALL PANEL DETAILS - 2
S-514 TYPICAL WALL DETAILS - 1
S-515 TYPICAL WALL DETAILS - 2
S-516 COPING WALL AND UTILITY TRENCH SECTIONS
S-517 UTILITY TRENCH DETAILS - 1
S-518 UTILITY TRENCH DETAILS - 2
S-519 UTILITY TRENCH DETAILS - 3
S-520 CRANE BEAM DETAILS -1
S-521 CRANE BEAM DETAILS -2
S-522 CRANE RAIL DETAILS
S-525 CAPSTAN AND BOLLARD FOUNDATIONS DETAILS
S-526 MOORING HARDWARE DETAILS
S-527 DRY DOCK ACCESS STAIRS DETAILS - 1
S-528 DRY DOCK ACCESS STAIRS DETAILS - 2
S-529 DRY DOCK ACCESS STAIRS DETAILS - 3
S-530 DRY DOCK ACCESS STAIRS DETAILS - 4
S-531 DRY DOCK ACCESS STAIRS DETAILS - 5
S-532 DRY DOCK ACCESS STAIRS DETAILS - 6
S-533 DRY DOCK ACCESS STAIRS DETAILS - 7
S-534 IN-HAUL TROLLEY MAINTENANCE PLATFORM DETAILS
S-539 UTILITY TROUGH DETAILS
S-542 STAIR AND FENCE POST DETAILS -1
S-543 STAIR AND FENCE POST DETAILS -2
S-544 STAIR AND FENCE POST DETAILS -3
S-545 ROPE GUARD DETAILS
S-547 ELECTRICAL-COMMUNICATIONS MANHOLE DETAILS
S-550 DRAFT BOARD DETAILS
S-551 MISCELLANEOUS DETAILS - 1
S-552 MISCELLANEOUS DETAILS - 2
S-561 IN-HAUL SYSTEM SECTIONS AND DETAILS - 1
S-562 IN-HAUL SYSTEM SECTIONS AND DETAILS - 2
S-563 IN-HAUL SYSTEM SECTIONS AND DETAILS - 3
S-564 IN-HAUL SYSTEM SECTIONS AND DETAILS - 4
S-570 MISCELLANEOUS SECTIONS AND DETAILS
S-571 STEEL SECTIONS AND DETAILS - 1 OF 4
S-572 STEEL SECTIONS AND DETAILS - 2 OF 4
S-573 STEEL SECTIONS AND DETAILS - 3 OF 4
S-574 STEEL SECTIONS AND DETAILS - 4 OF 4
S-575 TYPICAL STAIR AND LADDER DETAILS - 1 OF 2
S-576 TYPICAL STAIR AND LADDER DETAILS - 2 OF 2
S-577 TYPICAL CONCRETE EDGE DETAILS
S-578 STANDARD BASE PLATE AND CONNECTION DETAILS
S-579 WET WELL 3 CONCRETE SECTIONS AND DETAILS - 1 OF 4
S-580 WET WELL 3 CONCRETE SECTIONS AND DETAILS - 2 OF 4
S-581 WET WELL 3 CONCRETE SECTIONS AND DETAILS - 3 OF 4
S-582 WET WELL 3 CONCRETE SECTIONS AND DETAILS - 4 OF 4
S-601 PILE SCHEDULE - 1
S-602 PILE SCHEDULE - 2
S-603 PILE SCHEDULE - 3
S-604 PILE SCHEDULE - 4
S-605 PILE SCHEDULE - 5
S-901 OVERALL DRY DOCK ISOMETRIC
S-902 ENTRANCE ISOMETRIC
S-903 PROPOSED CONSTRUCTION SEQUENCING ISOMETRICS - 1 OF 2
S-904 PROPOSED CONSTRUCTION SEQUENCING ISOMETRICS - 2 OF 2
ARCHITECTURAL
A-001 ARCHITECTURAL SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES
AD101 BUILDING 516 - DEMOLITION PLANS & SECTION
A-100 PUMP HOUSE & WET WELL - OVERALL
A-101 PUMP HOUSE & WET WELL - ROOF PLAN
A-102 PUMP HOUSE & WET WELL - CONTROL LEVEL FLOOR PLAN
A-103 PUMP HOUSE & WET WELL - PUMP LVL FLR & CONTROL RM RCP
A-201 NORTH AND WEST ELEVATIONS
A-202 SOUTH AND EAST ELEVATIONS
A-301 BUILDING SECTIONS
A-310 WALL SECTION AND DETAILS
A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS
A-501 INTERIOR PARTITION TYPE SCHEDULE AND DETAILS
A-502 PARTITION DETAILS
A-601 DOOR AND LOUVER SCHEDULE, TYPES & DETAILS
A-602 DOOR AND LOUVER DETAILS
A-701 INTERIOR FINISH SCHEDULE, LEGEND, AND DETAILS
A-802 PUMP HOUSE & WET WELL - CONTROL LEVEL SIGNAGE PLAN
A-803 PUMP HOUSE & WET WELL - PUMP LEVEL SIGNAGE PLAN
A-804 SIGNAGE DETAILS
INTERIOR
I-102 PUMP HOUSE & WET WELL - CONTROL LEVEL FURNITURE PLAN
I-103 PUMP LEVEL FURNITURE FLOOR PLAN
MECHANICAL
M-001 MECHANICAL UTILITIES LEGEND, NOTES, AND ABBREVIATIONS
M-051 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES - 1 OF 2
MD103 MECHANICAL DEMOLITION PLAN - AREA 103
MD104 MECHANICAL DEMOLITION PLAN - AREA 104
MD105 MECHANICAL DEMOLITION PLAN - AREA 105
MD106 MECHANICAL DEMOLITION PLAN - AREA 106
MD110 MECHANICAL DEMOLITION PLAN - AREA 110
MD111 MECHANICAL DEMOLITION PLAN - AREA 111
MD112 MECHANICAL DEMOLITION PLAN - AREA 112
MD113 MECHANICAL DEMOLITION PLAN - AREA 113
MD152 PUMPWELL 3 LEVEL 1 DEMOLITION PLAN
MD153 PUMPWELL 3 LEVEL 2 DEMOLITION PLAN
MD154 PUMPWELL 3 LEVEL 3 DEMOLITION PLAN
MD155 PUMPWELL 3 LEVEL 4 DEMOLITION PLAN
MD156 PUMPWELL 3 SUMP LEVEL DEMOLITION PLAN
MD157 PUMPWELL 2 SUCTION JUNCTION CHAMBER DEMOLITION
MD203 MECHANICAL DEMOLITION ELEVATION - DD3 NORTH HEAD WALL AREA 103
MD204 MECHANICAL DEMOLITION ELEVATION - DD3 NORTH HEAD WALL AREA 104
MD205 MECHANICAL DEMOLITION ELEVATION - DD3 NORTH HEAD WALL AREA 105
MD206 MECHANICAL DEMOLITION ELEVATION - DD3 NORTH HEAD WALL AREA 106
MD210 MECHANICAL DEMOLITION ELEVATION - DD3 SOUTH HEAD WALL AREA 110
MD211 MECHANICAL DEMOLITION ELEVATION - DD3 SOUTH HEAD WALL AREA 111
MD212 MECHANICAL DEMOLITION ELEVATION - DD3 SOUTH HEAD WALL AREA 112
MD213 MECHANICAL DEMOLITION ELEVATION - DD3 SOUTH HEAD WALL AREA 113
MD351 PUMPWELL 3 DEMOLITION SECTIONS 1&2
MD352 PUMPWELL 3 DEMOLITION SECTIONS 3&4
MD401 ENLARGED DEMOLITION PLAN - REFUELING TUNNEL
MH151 HVAC PLAN - ROOF & COPING
MH152 HVAC PLAN - CONTROL LEVEL
MI751 MECHANICAL HVAC CONTROLS
MI752 MECHANICAL HVAC CONTROLS
MP151 PIPING PLAN - ROOF & COPING
MP152 PIPING PLAN - CONTROL LEVEL
MP153 PIPING PLAN - PUMP LEVEL
MP154 PIPING PLAN - SUCTION FLOOR LEVEL
MP157 PUMPWELL 2 SUCTION JUNCTION CHAMBER
MP160 WET WELL 3 DISCHARGE PIPING
MP351 PIPING PLANS AND SECTIONS - 1 OF 5
MP352 PIPING PLANS AND SECTIONS - 2 OF 5
MP353 PIPING PLANS AND SECTIONS - 3 OF 5
MP354 PIPING PLANS AND SECTIONS - 4 OF 5
MP355 PIPING PLANS AND SECTIONS - 5 OF 5
MP360 WET WELL 3 DISCHARGE PIPING SECTION
MP451 PUMP LEVEL - ENLARGED PLAN SOUTH
MP452 PUMP LEVEL - ENLARGED PLAN NORTH
MP453 SUCTION FLOOR LEVEL - WET WELL CHAMBERS ENLARGED PLAN
MP454 SUCTION FLOOR LEVEL - INTAKE CULVERTS ENLARGED PLAN
M-551 MECHANICAL DETAILS
M-552 MECHANICAL DETAILS
M-553 MECHANICAL DETAILS
M-554 MECHANICAL DETAILS
M-555 MECHANICAL DETAILS
M-556 MECHANICAL DETAILS
M-557 MECHANICAL DETAILS
M-560 MECHANICAL HVAC DETAILS
M-561 MECHANICAL HVAC DETAILS
M-651 MECHANICAL SCHEDULES - 1 OF 3
M-652 MECHANICAL SCHEDULES - 2 OF 3
M-653 MECHANICAL SCHEDULES - 3 OF 3
M-751 FLOW DIAGRAM WET WELL 3
M-851 CONTROLS LEGEND AND GENERAL NOTES - 1 OF 2
M-852 CONTROLS LEGEND AND GENERAL NOTES - 2 OF 2
M-853 DOCK CONTROL PANEL LAYOUT - 1 OF 2
M-854 DOCK CONTROL PANEL LAYOUT - 2 OF 2
M-855 DOCK CONTROL PANEL POINTS LIST
M-857 DOCK CONTROL PANEL - ELEVATIONS
M-858 DOCK CONTROL PANEL - ISOMETRIC
M-860 FWD WET WELL VERTICAL DRAINAGE PUMPS P&ID
M-861 AFT WET WELL VERTICAL DRAINAGE PUMPS P&ID
M-862 TYPICAL VERTICAL DRAINAGE PUMP MOTOR MONITORING P&ID
M-863 ENVIRONMENTAL PROCESS PUMP P&ID
M-864 TYPICAL ENVIRONMENTAL PROCESS PUMP MOTOR MONITORING P&ID
M-865 SLUICE GATE & VALVE ACTUATOR P&ID
M-866 DCS - SEQUENCE OF OPERATIONS - 1 OF 2
M-867 DCS - SEQUENCE OF OPERATIONS - 1 OF 2
M-951 PUMPHOUSE MECHANICAL ISOMETRICS (1 OF 2)
M-952 PUMPHOUSE MECHANICAL ISOMETRICS (2 OF 2)
MS103 MECHANICAL UTILITIES PLAN - AREA 103
MS104 MECHANICAL UTILITIES PLAN - AREA 104
MS105 MECHANICAL UTILITIES PLAN - AREA 105
MS106 MECHANICAL UTILITIES PLAN - AREA 106
MS110 MECHANICAL UTILITIES PLAN - AREA 110
MS111 MECHANICAL UTILITIES PLAN - AREA 111
MS112 MECHANICAL UTILITIES PLAN - AREA 112
MS113 MECHANICAL UTILITIES PLAN - AREA 113
MS203 MECHANICAL UTILITIES ELEVATION - DD3 NORTH HEAD WALL AREA 103
MS204 MECHANICAL UTILITIES ELEVATION - DD3 NORTH HEAD WALL AREA 104
MS205 MECHANICAL UTILITIES ELEVATION - DD3 NORTH HEAD WALL AREA 105
MS206 MECHANICAL UTILITIES ELEVATION - DD3 NORTH HEAD WALL AREA 106
MS210 MECHANICAL UTILITIES ELEVATION - DD3 SOUTH HEAD WALL AREA 110
MS211 MECHANICAL UTILITIES ELEVATION - DD3 SOUTH HEAD WALL AREA 111
MS212 MECHANICAL UTILITIES ELEVATION - DD3 SOUTH HEAD WALL AREA 112
MS213 MECHANICAL UTILITIES ELEVATION - DD3 SOUTH HEAD WALL AREA 113
MS301 ENLARGED TRENCH SECTIONS - 1 OF 5
MS302 ENLARGED TRENCH SECTIONS - 2 OF 5
MS303 ENLARGED TRENCH SECTIONS - 3 OF 5
MS304 ENLARGED TRENCH SECTIONS - 4 OF 5
MS305 ENLARGED TRENCH SECTIONS - 5 OF 5
MS401 ENLARGED PLAN - REFUELING TUNNEL ENTRANCE
MS402 ENLARGED RISERS AND SECTIONS - 1 OF 7
MS403 ENLARGED RISERS AND SECTIONS - 2 OF 7
MS404 ENLARGED RISERS AND SECTIONS - 3 OF 7
MS405 ENLARGED RISERS AND SECTIONS - 4 OF 7
MS406 ENLARGED RISERS AND SECTIONS - 5 OF 7
MS407 ENLARGED RISERS AND SECTIONS - 6 OF 7
MS408 ENLARGED RISERS AND SECTIONS - 7 OF 7
MS501 DETAILS - 1 OF 4
MS502 DETAILS - 2 OF 4
MS503 DETAILS - 3 OF 4
MS504 DETAILS - 4 OF 4
MS505 CA FLOW DIAGRAM
MS506 FW, ASW, AND OWWO FLOW DIAGRAMS
MS507 SANITARY, STM, AND SW FLOW DIAGRAMS
MS601 SCHEDULES - 1 OF 3
MS602 SCHEDULES - 2 OF 3
MS603 SCHEDULES - 3 OF 3
FIRE PROTECTION
MF001 FIRE PROTECTION LEGEND, NOTES, AND ABBREVIATIONS
MF103 FIRE PROTECTION PLAN - AREA 103
MF104 FIRE PROTECTION PLAN - AREA 104
MF105 FIRE PROTECTION PLAN - AREA 105
MF106 FIRE PROTECTION PLAN - AREA 106
MF110 FIRE PROTECTION PLAN - AREA 110
MF111 FIRE PROTECTION PLAN - AREA 111
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
A
JMM TNT2 RDW
IN
DE
X
OF
D
RA
W
IN
GS
G-003
AS NOTED
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
2.d wg L
AY
OU
T
NA
ME
: IN
DE
X
OF
D
RA
W
IN
GS
PL
OT
TE
D:
T hu rsd ay
, O cto be r 2
6, 9:0 6p m
US
ER
: tt ho mp so n
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
R
EP
AI
R
AN
D M
O
DE
RN
IZ
AT
N O
T
FO
R
CO
N
ST
RU
CT
IO
N
P R
E L
IM
IN
A
R Y
UN
CL
AS
SI
FI
ED
MF112 FIRE PROTECTION PLAN - AREA 112
MF113 FIRE PROTECTION PLAN - AREA 113
MF203 FIRE PROTECTION ELEVATION - DD3 NORTH HEAD WALL AREA 103
MF204 FIRE PROTECTION ELEVATION - DD3 NORTH HEAD WALL AREA 104
MF205 FIRE PROTECTION ELEVATION - DD3 NORTH HEAD WALL AREA 105
MF206 FIRE PROTECTION ELEVATION - DD3 NORTH HEAD WALL AREA 106
MF210 FIRE PROTECTION ELEVATION - DD3 SOUTH HEAD WALL AREA 110
MF211 FIRE PROTECTION ELEVATION - DD3 SOUTH HEAD WALL AREA 111
MF212 FIRE PROTECTION ELEVATION - DD3 SOUTH HEAD WALL AREA 112
MF213 FIRE PROTECTION ELEVATION - DD3 SOUTH HEAD WALL AREA 113
MF401 ENLARGED PLAN - REFUELING TUNNEL
MF501 DETAILS - 1 OF 2
MF502 DETAILS - 2 OF 2
MF504 DDF AND SFF FLOW DIAGRAMS
MF601 SCHEDULES
FA051 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA151 FIRE ALARM PLAN - PUMP LEVEL
FA152 FIRE ALARM PLAN - CONTROL LEVEL
FA551 FIRE ALARM DETAILS
FA651 FIRE ALARM ONE-LINE DIAGRAM AND MATRIX
FX051 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX151 FIRE SUPPRESSION PLAN - PUMP LEVEL
FX152 FIRE SUPPRESSION PLAN - CONTROL LEVEL
FX651 FIRE SUPPRESSION RISER DIAGRAM
PLUMBING
P-051 PLUMBING LEGEND, ABBREVIATIONS, AND NOTES
P-151 PLUMBING PLAN - ROOF & COPING
P-152 PLUMBING SANITARY PLAN - CONTROL LEVEL
P-162 PLUMBING SUPPLY PLAN - CONTROL LEVEL
P-551 PLUMBING DETAILS
P-651 PLUMBING SCHEDULES
P-851 PLUMBING SUPPLY RISER DIAGRAM
P-852 PLUMBING SANITARY AND STORM RISER DIAGRAM
ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
E-002 ELECTRICAL GENERAL NOTES
E-060 LEGEND AND ABBREVIATIONS
E-061 GENERAL NOTES
ED103 ELECTRICAL DEMOLITION PLAN - AREA 103
ED104 ELECTRICAL DEMOLITION PLAN - AREA 104
ED105 ELECTRICAL DEMOLITION PLAN - AREA 105
ED106 ELECTRICAL DEMOLITION PLAN - AREA 106
ED110 ELECTRICAL DEMOLITION PLAN - AREA 110
ED111 ELECTRICAL DEMOLITION PLAN - AREA 111
ED112 ELECTRICAL DEMOLITION PLAN - AREA 112
ED113 ELECTRICAL DEMOLITION PLAN - AREA 113
ED115 ELECTRICAL DEMOLITION PLAN - AREA 115
ED118 ELECTRICAL DEMOLITION PLAN - AREA 118
ED151 ELECTRICAL DEMOLITION PLAN - PUMPWELL 3 LEVEL 1
ED601 DISTRIBUTION IV - ONE LINE DIAGRAM - DEMOLITION
ED602 DISTRIBUTION XII - ONE LINE DIAGRAM - DEMOLITION
ED603 DEMOLITION POWER CABLE AND CONDUIT SCHEDULE
ED651 DEMOLITION ONE-LINE DIAGRAM - PUMPWELL 3
EG103 ELECTRICAL GROUNDING PLAN - AREA 103
EG104 ELECTRICAL GROUNDING PLAN - AREA 104
EG105 ELECTRICAL GROUNDING PLAN - AREA 105
EG106 ELECTRICAL GROUNDING PLAN - AREA 106
EG110 ELECTRICAL GROUNDING PLAN - AREA 110
EG111 ELECTRICAL GROUNDING PLAN - AREA 111
EG112 ELECTRICAL GROUNDING PLAN - AREA 112
EG113 ELECTRICAL GROUNDING PLAN - AREA 113
EG161 LIGHTNING PROTECTION PLAN - ROOF AND GENERATOR PLATFORM
EG561 DETAILS - 1 OF 2
EG562 DETAILS - 2 OF 2
EG401 ENLARGED SUBSTATION PLATFORM GROUNDING PLAN
EG402 ENLARGED GENERATOR PLATFORM GROUNDING PLAN
EG501 GROUNDING DETAILS
EL161 LIGHTING PLAN - CONTROL LEVEL
EL162 LIGHTING PLAN - GENERATOR PLATFORM
EL163 LIGHTING PLAN - PUMP LEVEL
EL164 LIGHTING PLAN - SUCTION LEVEL
EL261 WET WELL 3 EXTERIOR STAIR - LIGHTING ELEVATION
EP101 ELECTRICAL POWER PLAN - AREA 101
EP102 ELECTRICAL POWER PLAN - AREA 102
EP103 ELECTRICAL POWER PLAN - AREA 103
EP104 ELECTRICAL POWER PLAN - AREA 104
EP105 ELECTRICAL POWER PLAN - AREA 105
EP106 ELECTRICAL POWER PLAN - AREA 106
EP107 ELECTRICAL POWER PLAN - AREA 107
EP108 ELECTRICAL POWER PLAN - AREA 108
EP109 ELECTRICAL POWER PLAN - AREA 109
EP110 ELECTRICAL POWER PLAN - AREA 110
EP111 ELECTRICAL POWER PLAN - AREA 111
EP112 ELECTRICAL POWER PLAN - AREA 112
EP113 ELECTRICAL POWER PLAN - AREA 113
EP114 ELECTRICAL POWER PLAN - AREA 114
EP116 ELECTRICAL POWER PLAN - AREA 116
EP117 ELECTRICAL POWER PLAN - AREA 117
EP118 ELECTRICAL POWER PLAN - AREA 118
EP161 POWER PLAN - ROOF LEVEL
EP162 POWER PLAN - CONTROL LEVEL
EP163 POWER PLAN - GENERATOR PLATFORM
EP164 POWER PLAN - PUMP LEVEL
EP165 POWER PLAN - SUCTION LEVEL
EP261 INCOMING ELECTRICAL SERVICE ELEVATIONS
EP401 ENLARGED SUBSTATION ELECTRICAL PLATFORM
EP402 ENLARGED GENERATOR ELECTRICAL PLATFORM
EP501 LOW VOLTAGE CONNECTION BOX DETAILS
EP502 LOW VOLTAGE CONNECTION BOX DETAILS
EP503 SWITCHBOARD DETAILS
EP504 LIGHTING AND PA SPEAKER DETAILS
EP505 CHP DETAILS
EP506 CAPSTAN DETAILS
EP507 CAISSON SHORE POWER STATION DETAILS
EP508 COPING WALL DETAILS
EP509 COPING WALL DETAILS
EP510 DUCTBANK DETAILS
EP511 TYPICAL DUCT BANK DETAILS - 1 OF 2
EP512 TYPICAL DUCT BANK DETAILS - 2 OF 2
E-561 DETAILS - 1 OF 3
E-562 DETAILS - 2 OF 3
E-563 DETAILS - 3 OF 3
EP601 DISTRIBUTION IV - ONE LINE DIAGRAM - NEW WORK
EP602 DISTRIBUTION XII - ONE LINE DIAGRAM - NEW WORK
EP603 SUBSTATION ELECTRICAL PLATFORM - ONE LINE DIAGRAM
EP604 LV ONE-LINE DIAGRAM - NORTH
EP605 LV ONE-LINE DIAGRAM - SOUTH
EP606 ELECTRICAL CABLE SCHEDULE
EP607 ELECTRICAL CABLE AND PANEL SCHEDULES
E-661 PUMP STATION RISER DIAGRAM
E-662 ONE-LINE DIAGRAM - 1 OF 3
E-663 ONE-LINE DIAGRAM - 2 OF 3
E-664 ONE-LINE DIAGRAM - 3 OF 3
E-761 PANEL SCHEDULES - 1 OF 2
E-762 PANEL SCHEDULES - 2 OF 2
TELECOMMUNICATIONS
ET101 TELECOMMUNICATIONS PLAN - AREA 101
ET102 TELECOMMUNICATIONS PLAN - AREA 102
ET103 TELECOMMUNICATIONS PLAN - AREA 103
ET104 TELECOMMUNICATIONS PLAN - AREA 104
ET106 TELECOMMUNICATIONS PLAN - AREA 106
ET107 TELECOMMUNICATIONS PLAN - AREA 107
ET108 TELECOMMUNICATIONS PLAN - AREA 108
ET109 TELECOMMUNICATIONS PLAN - AREA 109
ET110 TELECOMMUNICATIONS PLAN - AREA 110
ET111 TELECOMMUNICATIONS PLAN - AREA 111
ET112 TELECOMMUNICATIONS PLAN - AREA 112
ET113 TELECOMMUNICATIONS PLAN - AREA 113
ET114 TELECOMMUNICATIONS PLAN - AREA 114
ET501 TELECOMMUNICATIONS DETAILS - 1 OF 3
ET502 TELECOMMUNICATIONS DETAILS - 2 OF 3
ET503 TELECOMMUNICATIONS DETAILS - 3 OF 3
ET601 TELECOMMUNICATIONS SCHEDULE
ET602 DRY DOCK 3 FIRE ALARM RISER DIAGRAM
ET603 DRY DOCK 3 FIBER OPTIC & TELEPHONE RISER DIAGRAMS
ET604 PA SYSTEM RISER DIAGRAM
TN051 TELECOMMUNICATIONS LEGEND, ABBREVIATIONS AND GENERAL NOTES
TN151 NETWORK PLAN - CONTROL ROOM LEVEL
TN251 TELECOMMUNICATIONS ELEVATIONS
TN551 TELECOMMUNICATIONS DETAILS
TN552 TELECOMMUNICATIONS DETAILS
TN553 TELECOMMUNICATIONS DETAILS
TN554 TELECOMMUNICATIONS DETAILS
TN651 TELECOMMNICATIONS ONE-LINES AND RISERS
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
INDEX OF DRAWINGS
INDEX
NUMBER
NAVFAC
NUMBER
SHEET
NUMBER SHEET TITLE
A
JMM TNT2 RDW
IN
DE
X
OF
D
RA
W
IN
GS
G-004
AS NOTED
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
2.d wg L
AY
OU
T
NA
ME
: IN
DE
X
OF
D
RA
W
IN
GS
PL
OT
TE
D:
T hu rsd ay
, O cto be r 2
6, 9:0 6p m
US
ER
: tt ho mp so n
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
R
EP
AI
R
AN
D M
O
DE
RN
IZ
AT
N O
T
FO
R
CO
N
ST
RU
CT
IO
N
P R
E L
IM
IN
A
R Y
UN
CL
AS
SI
FI
ED
GENERAL SYMBOLS
EXTERIOR ELEVATION INDICATORSECTION CUT INDICATOR
PHOTOGRAPH INDICATOR
TRUE NORTH DIRECTION
A2 S-555
CALL-OUT INDICATOR
C3 S-555
D
C
B
A
1 2 3 4 5
DRAWING AREA COORDINATE SYSTEM (DACS)
* VIEW NUMBER BASED ON THE (DACS) LOCATION OF THE LOWER LEFT EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS BOTH THE VIEW AND THE SHEET NUMBER MUST BE QUOTED TOGETHER - EITHER IN CALLOUT FORMAT AS SHOWN ABOVE OR IN THE
FORM "VIEW NO./SHEET NO.' (A1/C-501).
D
C
B
A
1 2 3 4 5
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
VIEW NUMBER*
INDICATES DIRECTION
OF VIEW
VIEW NUMBER*
SHEET WHERE ELEVATION
IS SHOWN
DRAWING AREA
SCALE: 1 1/2" = 1'-0"
VIEW TITLEC2 REF SHEET
BACK REFERENCE AS REQUIRED,
WERE VIEW IS FROM
PLAN
NORTH
SCALE: NTS
PLAN TITLE
REF SHEET
BACK REFERENCE AS REQUIRED,
WERE VIEW IS FROM
SECTION FLAG
VIEW NUMBER*
SHEET WHERE SECTION
IS SHOWN
S-555 D3
DIRECTION OF VIEW
PHOTOGRAPH NUMBER*
SHEET WHERE
PHOTOGRAPH IS SHOWNS-555
A3
VIEW NUMBER*
SHEET WHERE
VIEW IS SHOWN
A2 S-555A
C3 S-555A
S-555A C3
S-555A A3
USE "BROKEN" SYMBOL
FOR PHASED DRAWINGS
USE "BROKEN" SYMBOL
FOR PHASED DRAWINGS
USE "BROKEN" SYMBOL
FOR PHASED DRAWINGS
USE "BROKEN" SYMBOL
FOR PHASED DRAWINGS
& AND
@ AT
Ø DIAMETER OR PHASE
# NUMBER OR POUNDS
% PERCENT
ABV ABOVE
ACM ASBESTOS CONTAINING MATERIALS
ACP ASPHALT CONCRETE PAVING
ADD'L ADDITIONAL
ADJ ADJACENT
ALUM. ALUMINUM
APPROX APPROXIMATE
BLDG BUILDING
BLW BELOW
BOT BOTTOM
CA COMPRESSED AIR
CL CENTER LINE
CLF CHAIN LINK FENCE
CLR CLEAR
COMM COMMUNICATIONS
CONST CONSTRUCTION
CONT CONTINUOUS OR CONTINUED
COORD COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
DD DRY DOCK
DEPT DEPARTMENT
DIA DIAMETER
DWG DRAWING
EA EACH
EL OR ELEV ELEVATION
EQ EQUAL
EST ESTIMATED
(E) OR EXIST EXISTING
FDN FOUNDATION
FED FEDERAL
FH FIRE HYDRANT
FW FRESH WATER, FRESHWATER
GOVT GOVERNMENT
HORIZ HORIZONTAL
HP HIGH POINT
HT HEIGHT
ID INSIDE DIAMETER
INFO INFORMATION
KTR CONTRACTOR
KO CONTRACTING OFFICER
LP LOW POINT, DOMESTIC WATER PIPING
LVL LEVEL
MAX MAXIMUM
MIN MINIMUM
NA OR N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NNSY NORFOLK NAVAL SHIPYARD
NNSD NNSY DATUM
NO. NUMBER
NOAA NATIONAL OCEAN AND
ATMOSPHERIC ADMINISTRATION
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OP'NG OPENING
OPP OPPOSITE
PS PUMP STATION
R RADIUS
REF REFERENCE
REQ'D REQUIRED
R/R RAILROAD
SCH SCHEDULE
SFF SUBMARINE FIRE FIGHTING WATER PIPING
SHT SHEET
SIM SIMILAR
STA STATION
STD STANDARD
STM STEAM
SW SALT WATER, SALTWATER
SYMM SYMMETRICAL
THK THICK
TOT TOTAL
TYP TYPICAL
UFC UNIFIED FACILITIES CRITERIA
UNO UNLESS NOTED OTHERWISE
USACE U.S. ARMY CORPS OF ENGINEERS
VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
WL WATERLINE
W/O WITHOUT
GENERAL ABBREVIATIONS
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
5.d wg L
AY
OU
T
NA
ME
: A
BB
RE
VI
AT
IO
NS
A
ND
LE
GE
ND
P
LO
TT
ED
: M on da y, Oc tob er
, 2
3 -
3:
pm U
SE
R:
tth om ps on
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
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GENERAL NOTES:
1. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATIONS SHALL TAKE
PRECEDENCE.
2. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL CHECK THE DRAWINGS AGAINST THE WORK SITE AND NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN
RESOLVED BY THE CONTRACTING OFFICER.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
4. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
5. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL PROTECTION
STANDARDS, LAWS AND REGULATIONS.
6. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND KEEP COPIES OF SAME ON SITE
DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC., WITHIN AND NEAR THE AREA OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON COMPLETION OF CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT, DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS AWAY FROM THE NORFOLK NAVAL SHIPYARD AT A LEGAL DISPOSAL SITE
APPROVED FOR SUCH MATERIALS.
8. THE LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE
APPROXIMATE. THE FOLLOWING SHALL BE PERFORMED:
A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO
CONSTRUCTION, AS INDICATED IN THE SPECIAL EXCAVATION NOTES.
B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING UTILITIES TO PREVENT DAMAGE TO
THESE UTILITIES.
C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES. INSTALL, TEST AND MAKE FULLY OPERATIONAL
PERMANENT OR TEMPORARY LINES BEFORE EXISTING UTILITIES ARE DISCONNECTED.
9. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOLITION, CONSTRUCTION, AND
ERECTION OF STRUCTURES ARE THE CONTRACTOR'S RESPONSIBILITY.
10. ALL DEMOLITION MATERIAL, EXCESS EXCAVATION MATERIAL, AND ALL UNSUITABLE MATERIAL SHALL BE HAULED
OFF-SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL LAW.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND THE AREAS OF WORK WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE
CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF DEBRIS SHALL BE PERMITTED.
12. FOR GENERAL CONSTRUCTION PHASING AND ARRANGEMENT PLANS, SEE SHEET G-101 TO G-103.
13. THE CONTRACTOR SHALL PLACE SEDIMENT CONTROL DEVICES AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
14. THE CONTRACTOR SHALL UTILIZE WET METHODS OR PROVIDE SUFFICIENT LOCAL EXHAUST VENTILATION WHEN DRILLING, CUTTING, OR OTHERWISE PENETRATING CONCRETE TO REDUCE AIRBORNE CONCENTRATIONS OF SILICA.
15. THE CONTRACTOR SHALL ENSURE PAINTS AND COATINGS ON METAL STRUCTURES ARE SCALED BACK TO A MINIMUM
OF 4" PRIOR TO PERFORMING WELDING OPERATIONS.
16. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ONLY SHOWN ON SHOP DRAWINGS SHALL NOT SATISFY THIS
REQUIREMENT.
17. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE MANUFACTURER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN
ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE MANUFACTURER.
18. CONTRACTOR SHALL TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS EACH
ELEMENT AS A WHOLE IS COMPLETE.
19. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE CONTRACTING OFFICER. THESE ITEMS SHALL FIRST BE VERIFIED, REVIEWED, AND STAMPED BY THE CONTRACTOR PRIOR TO DELIVERY TO THE
CONTRACTING OFFICER.
CONTRACTOR SECURITY REQUIREMENTS:
1. CONTRACTOR AND ITS EMPLOYEES WILL NOT BE ALLOWED TO PARK PERSONAL VEHICLES ON THE SHIPYARD SITE.
2. CONTRACTOR MAY PARK IN THE DESIGNATED CONTRACTOR PARKING LOT NEAR THE SOUTH GATE ANNEX AREA, NEAR ELM STREET AND VICTORY BOULEVARD, BASED ON AVAILABILITY, TO BE COORDINATED WITH THE
CONTRACTING OFFICER.
3. CONTRACTOR SHALL PROVIDE BUS SERVICES FOR ITS EMPLOYEES FROM OFF-BASE PARKING FACILITIES TO THE CIA GATE ON THE SHIPYARD. CONTRACTOR'S EMPLOYEES WILL BE REQUIRED TO CARD IN THROUGH THE CIA
TURNSTILES TO ACCESS THE WORK AREA.
4. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS WRITTEN REQUEST TO SECURITY FOR ALL SHIP AND BARGE ACCESS REQUIREMENTS. REQUESTS SHALL INCLUDE DESCRIPTION OF VESSELS, NUMBER OF PERSONS ON BOARD, VESSEL COAST GUARD NUMBER. PERSONS WILL BE REQUIRED TO HAVE CLEARANCE BADGES. VESSELS SHALL ALSO PHONE SECURITY FOR ACCESS THROUGH THE PATROLLED FLOAT BARRIER AT LEAST ONE (1) HOUR PRIOR TO
APPROACH.
5. CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AS NEEDED FOR THE PROJECT.
6. FOR ALL SECURITY RELATED WORK, CONTRACTOR SUBMITTALS SHALL BE SUBMITTED 90 DAYS IN ADVANCE FOR
SECURITY APPROVAL.
7. CAMERAS AND CELL PHONE CAMERAS ARE NOT PERMITTED ON THE SITE.
8. HAND TOOLS ARE NOT ALLOWED TO BE CARRIED THROUGH THE CIA TURNSTILES BY CONTRACTORS' EMPLOYEES.
9. ALL MOORING AND ANCHOR LINES FOR CONTRACTORS' VESSELS SHALL BE COORDINATED WITH PORT OPERATIONS.
10. ALL VEHICLES ENTERING THE SHIPYARD PREMISES ARE SUBJECT TO INSPECTION.
11. SEE SPECIFICATIONS SECTIONS 01 14 00.00 22 "WORK RESTRICTIONS" AND 01 30 00.00 22 "ADMINISTRATIVE
REQUIREMENTS" FOR ADDITIONAL SECURITY REQUIREMENTS.
SOIL AND SEDIMENT DISPOSAL:
1. SOIL AND SEDIMENT TO BE REMOVED FROM SITE MUST BE TESTED FOR CHEMICAL CONSTITUENTS IN ACCORDANCE
WITH SPECIFICATION SECTION 02 61 13, EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL. IT MAY BE TESTED FOR CHEMICAL CONSTITUENTS IN-SITU, OR AFTER EXCAVATION, PER THE REQUIREMENTS OF THE CONTRACTOR'S DISPOSAL FACILITY. IF IT IS EXCAVATED PRIOR TO OBTAINING TEST RESULTS, IT MUST BE HANDLED AND TEMPORARILY STORED AS CONTAMINATED MATERIAL UNTIL TEST RESULTS CONFIRM OTHERWISE. ALL TEMPORARY STORAGE MUST BE DONE IN ACCORDANCE WITH SPECIFICATION SECTION 02 61 13, EXCAVATION AND
HANDLING OF CONTAMINATED MATERIAL.
SPECIAL EXCAVATION NOTES:
1. EXCAVATION WORK SHALL NOT BEGIN UNTIL
A. RADIOLOGICAL EVALUATION HAS BEEN COMPLETED AND APPROVAL RELEASE FORM HAS BEEN ISSUED (ONLY
APPLICABLE FOR EXCAVATION IN CIA SECURED ZONE).
B. TRAFFIC PLAN HAS BEEN APPROVED AND LAYDOWN AREA HAS BEEN ESTABLISHED AND MARKED OUT FOR NEW
PIPING AND MATERIALS.
2. THE LOCATION OF UTILITIES SHOWN HERE IN THESE DRAWINGS ARE BASED ON SHIPYARD RECORD DRAWINGS, ASCE QUALITY LEVEL B UTILITY DESIGNATING, AND UTILITY TEST HOLES (ASCE QUALITY LEVEL A) PERFORMED AT SELECT
LOCATIONS. THE LOCATION OF UTILITIES SHOWN SHALL BE CONSIDERED APPROXIMATE.
3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION/EXCAVATION. THE CONTRACTOR SHALL PHYSICALLY VERIFY THE LOCATION AND ELEVATION OF ALL INDICATED EXISTING UTILITIES TO THE GREATEST
EXTENT POSSIBLE PRIOR TO STARTING THE DEMOLITION AND/OR EXCAVATION PROCESS.
4. SCAN AND MARK UTILITIES PRIOR TO DEMOLITION/EXCAVATION. SCANNING SHALL BE PERFORMED WITH ELECTROMAGNETIC & ULTRASONIC DETECTION EQUIPMENT TO THE GREATEST EXTENT PRACTICABLE. ALL UNDERGROUND UTILITY MARKINGS MUST BE MAINTAINED THROUGHOUT THE COURSE OF THE WORK. IF ASPHALT, SOILS, OR OTHER MATERIALS ARE REMOVED THAT HAVE UTILITY LOCATION MARKINGS ON THEM, THE CONTRACTOR SHALL PROVIDE DIMENSIONAL MARKS (STAKES, FLAGS, ETC) OFFSET FROM THE ORIGINAL MARKINGS SO THAT
DOCUMENTATION OF THE UTILITY LOCATIONS IS MAINTAINED.
5. IF ADDITIONAL SUBSURFACE UTILITIES OTHER THAN THOSE INDICATED ARE DISCOVERED AT ANY TIME DURING THE EXECUTION OF WORK, IT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.
6. HAND DIG WITHIN 2 FEET OF EXISTING ADJACENT OR TRAVERSING UTILITIES AND STRUCTURES.
7. CONTRACTOR SHALL SUBMIT A "SUBSURFACE UTILITY LOCATION PLAN" FOR APPROVAL BY THE GOVERNMENT PRIOR TO PERFORMING ANY EXCAVATION ACTIVITIES. NO EXCAVATION OPERATIONS SHALL BEGIN PRIOR TO WRITTEN APPROVAL OF THE "SUBSURFACE UTILITY LOCATION PLAN" BY THE GOVERNMENT. "THE SUBSURFACE UTILITY
LOCATION PLAN" SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
A. THE "SUBSURFACE UTILITY LOCATION PLAN" SHALL INCLUDE DRAWINGS WITH THE FOLLOWING MINIMUM
CONTENT:
(1) A SCALED DRAWING OF THE AREA TO BE EXCAVATED IDENTIFYING THE SUBSURFACE UTILITIES AND THE METHOD UTILIZED FOR ESTABLISHING THE HORIZONTAL LOCATION OF EACH LOCATION (I.E.
ELECTROMAGNETIC SCANNING, SONIC SCANNING, AND/OR SURVEYING AND PLOTTING VISIBLE ABOVE GROUND UTILITY FEATURES AND INTERPOLATING UTILITY LOCATION BY PROFESSIONAL JUDGEMENT IN CORRELATING SUCH INFORMATION TO THE INFORMATION DERIVED FROM THE DRAWINGS PROVIDED TO THE CONTRACTOR). THE USE OF ELECTROMAGNETIC AND/OR SONIC SCANNING SHALL BE USED TO THE
GREATEST EXTENT PRACTICABLE.
(2) THE DRAWING SHALL INDICATE THE DATE EACH UTILITY WAS LOCATED.
(3) THE DRAWING SHALL INDICATE UTILITIES THAT REQUIRE AN OUTAGE AND THE PLANNED DATES FOR THE
OUTAGE BASED ON CONSTRUCTION SCHEDULE.
(4) THE DRAWING SHALL INDICATE PLANNED LOCATIONS FOR HAND EXCAVATIONS REQUIRED TO
PHYSICALLY VERIFY THE UNDERGROUND UTILITY LOCATIONS AS REQUIRED BY PARAGRAPH "UTILITY
LOCATION VERIFICATION" IN SECTION 01 35 26.00 22 OF THE SPECIFICATIONS.
B. THE "SUBSURFACE UTILITY LOCATION PLAN" SHALL INCLUDE A DETAILED WRITTEN PROCEDURE DESCRIBING HOW THE PHYSICAL VERIFICATION OF UNDERGROUND UTILITY LOCATIONS IS TO BE PERFORMED AS REQUIRED BY PARAGRAPH ENTITLED, "UTILITY LOCATION VERIFICATION" IN SECTION 01 35 26.00 22 OF THE SPECIFICATIONS. THE WRITTEN PROCEDURE SHALL ALSO DESCRIBE HOW THE KNOWLEDGE OF EACH UTILITY LOCATION IS TO BE MAINTAINED AND COMMUNICATED TO FIELD PERSONNEL FOR THE DURATION OF THE
EXCAVATION WORK.
8. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR EXCAVATIONS. ADJACENT SOIL DISTURBED OR WEAKENED BY CONTRACTOR'S OPERATIONS AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT
CONSTRUCTION DUE TO EXPOSURE TO WEATHER SHALL BE EXCAVATED.
ASBESTOS ABATEMENT:
1. ELECTRICAL MANHOLES SHALL BE ASSUMED TO HAVE ASBESTOS CONTAINING FIRE WRAP ON ALL CABLES.
DEMOLISH IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 16.00 22, ENGINEERING CONTROL OF ASBESTOS
CONTAINING MATERIALS.
2. ELECTRICAL FIBER CONDUITS WITHIN DUCTBANKS SHALL BE ASSUMED TO HAVE ASBESTOS CONTAINING MATERIAL WITHIN THE CONDUIT ITSELF. HANDLE IN ACCORDANCE WITH SPECIFICATION SECTION 02 82 16.00 22, ENGINEERING
CONTROL OF ASBESTOS CONTAINING MATERIALS.
LEAD SHEATHING ON ELECTRICAL CABLES:
1. ALL 15 KV MEDIUM VOLATGE ELECTRICAL CABLES SHALL BE ASSUMED TO HAVE A LEAD SHEATH. DEMOLISH IN
ACCORDANCE WITH SPECIFICATION SECTION 02 83 13.00 20, LEAD IN CONSTRUCTION.
LEAD PAINT:
1. ALL PAINTED SURFACES ON THE EXTERIOR AND INTERIOR PORTIONS OF BUILDINGS TO BE DEMOLISHED AS WELL AS
TURTLEBACKS, BOLLARDS, CLEATS AND OTHER MOORING HARDWARE, SHALL BE ASSUMED TO BE LEAD CONTAINING.
DEMOLISH IN ACCORDANCE WITH SPECIFICATION SECTION 02 83 13.00 20, LEAD IN CONSTRUCTION.
LEAD ON MOORING HARDWARE:
1. ALL EXISTING BOLLARDS, CLEATS, AND OTHER MOORING HARDWARE SHALL BE ASSUMED TO HAVE LEAD IN THE
ANCHOR RECESS. DEMOLISH IN ACCORDANCE WITH SPECIFICATION SECTION 02 83 13.00 20, LEAD IN CONSTRUCTION.
PCB'S:
1. ALL TRANSFORMERS AND THE FLUID THEREIN SHALL BE ASSUMED TO BE PCB CONTAMINATED. DEMOLISH IN
ACCORDANCE WITH SPECIFICATION SECTION 02 84 33.00 22, REMOVAL AND DISPOSAL OF POLYCHLORINATED
BIPHENYLS (PCB'S).
2. ALL LIGHT BALLASTS, LIGHT TUBES AND THERMOSTATS SHALL BE ASSUMED TO BE PCB AND/OR MERCURY CONTAINING AND DEMOLISHED IN ACCORDANCE WITH SPECIFICATION SECTION 02 84 16.00 22, HANDLING OF
LIGHTING BALLASTS AND LAMPS CONTAINING PCB'S AND MERCURY.
TIDAL/VERTICAL CONTROL DATA:
1. SEE “V” DRAWINGS FOR HORIZONTAL AND VERTICAL CONTROL FOR THE PROJECT.
2. ALL ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NORFOLK NAVAL SHIPYARD DATUM.
3. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINSTRATION (NOAA) NATIONAL OCEAN SERVICE (NOS) STATION 8638660 (PORTSMOUTH, NORFOLK NAVAL SHIPYARD, VIRGINIA) FOR THE
1983-2001 EPOCH.
4. FLOOD ELEVATIONS ARE BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE
RATE MAP (FIRM) FOR THE CITY OF PORTSMOUTH, VA DATED 3 AUGUST 2015.
5. LEVELS SHOWN BELOW HAVE BEEN ADJUSTED FROM THE NOS TIDE STATION DATUM AND NAVD88 TO THE NNSY
DATUM USING ESTABLISHED SURVEY RELATIONSHIPS.
DATUM DESCRIPTION NNSY DATUM
DESIGN FLOOD ELEVATION (DFE) EL 109.60
TOP OF DRY DOCK 3 COPING EL 106.00
500-YEAR FLOOD STILLWATER ELEVATION EL 104.98
BASE FLOOD ELEVATION (BFE) EL 103.08
100-YEAR FLOOD ELEVATION EL 103.08
DRY DOCK 3 SUPERFLOOD ELEVATION EL 103.00
HIGHEST OBSERVED TIDE EL 101.32
HIGHEST ASTRONOMICAL TIDE (HAT) EL 97.41
MEAN HIGHER HIGH WATER (MHHW) EL 96.39
MEAN HIGH WATER (MHW) EL 96.18
NORTH AMERICAN VERTICAL DATUM (NAVD 88) EL 95.08
MEAN LOW WATER (MLW) EL 93.42
MEAN LOWER LOW WATER (MLLW) EL 93.28
NNSY STATION LOW WATER DATUM (SLWD) EL 92.48
LOWEST ASTRONOMICAL TIDE (LAT) EL 92.48
LOWEST OBSERVED TIDE EL 89.72
TOP OF DRY DOCK 3 SILL EL 61.00
TOP OF DRY DOCK 3 SEAT EL 58.83
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SEAL
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EPROJECT NO.:
PM/DM
BRANCH MANAGER
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FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
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DRAWFORM REVISION: 25 AUGUST 2020
CHK
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ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
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FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26
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RU
CT
IO
N
P R
E L
IM
IN
A
R Y
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
PLAN
NORTH
SCALE: 1" = 300'
CONTRACTOR LAYDOWN PLAN - 1 OF 2
600'0 300'
CO
NT
RA
CT
OR
L
AY
DO
W N
PL
AN
OF
G-105
AS NOTED
NOTES:
1. CONTRACTOR MUST PROVIDE 6 FEET SECURE FENCE AROUND ALL PORTIONS OF
THE STAGING AREA IN USE. FENCING MUST BE IN ACCORDANCE WITH USACE
EM3851-1.
2. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR MUST RESTORE ENTIRE
STAGING AREA. A MINIMUM OF 1.5" OF EXISTING ASPHALT SURFACE MUST BE
MILLED. AN OVERLAY OF 1.5" OF VDOT SM9.5A MUST BE INSTALLED OVER THE
ENTIRE ASPHALT PORTION OF THE STAGING AREA. PROVIDE POSITIVE DRAINAGE
TO MATCH EXISTING DRAINAGE PATTERNS. INSTALL PAVEMENT MARKINGS TO
REESTABLISH EXISTING PARKING LOT MARKINGS.
3. CONTRACTOR MUST PROVIDE APPROPRIATE EROSION AND SEDIMENT CONTROL
MEASURES AROUND ALL STOCKPILE AREAS IN ACCORDANCE WITH THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
4. MAINTAIN 10' CLEAR FROM ANY STOCKPILES OR LAYDOWN EQUIPMENT FROM ANY
BASE PERIMETER FENCING.
5. THE CONTRACTOR IS RESPONSIBLE FOR ORGANIZING THE LAYDOWN AREAS
AROUND DRY DOCK 3 IN A MANNER THAT DOES NOT IMPACT EMERGENCY
RESPONSE FIRE LANES AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR
MUST ALSO MAINTAIN WATERFRONT ACCESS TO BERTH 18 FOR THE ENTIRETY OF
CONSTRUCTION.
6. THE CONTRACTOR MAY USE THE AREA SURROUNDING DD3 FOR STAGING AND
LAYDOWN, INCLUDING BERTHS 15 AND 16. THE LAYDOWN AREA SHALL BE LIMITED
TO THE NORTH PORTION OF THE CRANE RAILS SEPARATING THE INFILL DRY DOCK
6 AND DRY DOCK 7.
7. CONTRACTOR EMPLOYEE PARKING IS NOT PROVIDED WITHIN NORFOLK NAVAL
SHIPYARD.
8. CONTRACTOR MUST PROVIDE A CONSTRUCTION ENTRANCE AT THE LIMITS OF ALL
STAGING AND LAYDOWN AREAS. ALTERNATIVE CONSTRUCTION ENTRANCES
OTHER THAN VESCH SPEC 3.02 MAY BE CONSIDERED.
WORK KEYNOTES:
1. PROJECT AREA.
2. CONTROLLED INDUSTRIAL AREA LIMITS (CIA)
3. CONTRACTOR STAGING AREA.
4. CONTRACTOR ACCESS TO CIA.
5. NORFOLK NAVAL SHIPYARD PASS OFFICE.
6. MAIN NORFOLK NAVAL SHIPYARD GATE.
7. SOIL STOCKPILE AREA
8. TRUCK CIRCULATION
9. TRAILER/PARKING AREA
10. CONSTRUCTION ENTRANCE VESCH STD. & SPEC 3.02
9 1
A3 G-106
A1
G-106
1368 1367
212721372
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