1364315_dwg_01of18_PH1_V1_General.pdf
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- P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
- Solicitation number
- N40085-22-R-2598_Drawings
About this file
This document package includes drawings and specifications for a federal construction contract opportunity with the Department of the Navy to replace mechanical and electrical equipment within an existing pumpwell at the Norfolk Naval Shipyard in Portsmouth, Virginia. The project scope includes replacing equipment in the pumpwell, installing two new access stairs, replacing an existing control room, and constructing associated site improvements. The drawings depict demolition plans, new construction plans, structural and civil details, life safety requirements, and the overall development plan. The specifications can be accessed separately and provide additional requirements for the saltwater system replacement work.
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12857515
AJM PFG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
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P678 DRY DOCK 8 SALTWATER SYSTEM
FOR CVN-78
NORFOLK NAVAL SHIPYARD - PORTSMOUTH, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND MID-ATLANTIC
ACQUISTITION CORE
NORFOLK, VIRGINIA
ISSUED FOR CONSTRUCTION - 02/28/2022
PHASE 1
VOLUME 1 OF 4
NOT TO SCALE
LOCATION MAP
NOT TO SCALE
VICINITY MAP
SY
M
DE
S C
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DA
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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A/E INFO
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 CHK
OF
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12857516
AJM PFG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
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INDEX OF DRAWINGS
SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME
88 12857602 1-CG501 PHASE 1 - CIVIL GRADING AND DRAINAGE
DETAILS
89 12857603 1-CG502 PHASE 1 - CIVIL GRADING AND DRAINAGE
DETAILS
90 12857604 1-CG503 PHASE 1 - CIVIL GRADING AND DRAINAGE
DETAILS
91 12857605 1-CG504 PHASE 1 - CIVIL GRADING AND DRAINAGE
DETAILS
STRUCTURAL
92 12857606 1-S-001 GENERAL NOTES
93 12857607 1-S-002 LEGEND AND ABBREVIATIONS
94 12857608 1-SD100 PUMPWELL 8 DEMOLITION KEY PLAN
95 12857609 1-SD102 PUMPWELL 8 DEMOLITION - MOTOR
LEVEL PLAN
96 12857610 1-SD103 PUMPWELL 8 DEMOLITION -
INTERMEDIATE LEVEL PLAN
97 12857611 1-SD104 PUMPWELL 8 DEMOLITION - MAIN PUMP
AND SUCTION CHAMBER LEVEL PLAN
98 12857612 1-SD115 STRUCTURAL DEMOLITION PLAN - AREA
99 12857613 1-SD201 PUMPWELL 8 DEMOLITION - INTERIOR
ELEVATION
100 12857614 1-SD202 PUMPWELL 8 DEMOLITION - INTERIOR
ELEVATIONS
101 12857615 1-SD401 DEMOLITION DETAILS - SOUTH FLOOD
FLUME OUTFALL
102 12857616 1-S-100 PUMPWELL 8 KEYPLAN
103 12857617 1-S-102 PUMPWELL 8 - MOTOR LEVEL PLAN
104 12857618 1-S-103 PUMPWELL 8 - INTERMEDIATE LEVEL PLAN
105 12857619 1-S-104 PUMPWELL 8 - MAIN PUMP AND SUCTION
CHAMBER LEVEL PLAN
106 12857620 1-S-201 PUMPWELL 8 - INTERIOR ELEVATIONS
107 12857621 1-S-202 PUMPWELL 8 - INTERIOR ELEVATIONS
108 12857622 1-S-203 PUMPWELL 8 - ELEVATIONS
109 12857623 1-S-301 PUMPWELL 8 - SECTIONS AND DETAILS
110 12857624 1-S-302 PUMPWELL 8 - SECTIONS AND DETAILS
111 12857625 1-S-421 PUMPWELL 8 - ENLARGED PLANS,
SECTIONS AND DETAILS
112 12857626 1-S-422 PUMPWELL 8 - MAINTENANCE ACCESS
PLATFORM PLANS, SECTIONS AND
DETAILS
113 12857627 1-S-501 TYPICAL FOUNDATION DETAILS
114 12857628 1-S-502 TYPICAL FOUNDATION DETAILS
115 12857629 1-S-503 TYPICAL STEEL FRAMING DETAILS
116 12857630 1-S-504 TYPICAL STEEL EDGE DETAILS
117 12857631 1-S-505 TYPICAL CONCRETE DETAILS
118 12857632 1-S-580 TYPICAL CONCRETE EDGE DETAILS
119 12857633 1-S-581 TYPICAL STAIR DETAILS
120 12857634 1-S-582 TYPICAL STAIR DETAILS
121 12857635 1-S-583 TYPICAL STEEL CONNECTION DETAILS
122 12857636 1-SS501 TYPICAL CRANE RAIL RECONSTRUCTION
DETAILS
123 12857637 1-SS502 FUEL TANK FOUNDATION PLANS AND
SECTION
124 12857638 1-SS503 GENERATOR FOUNDATION PLAN AND
SECTIONS
125 12857639 1-SS504 SUBSTATION AND SWITCHGEAR
FOUNDATION PLAN
126 12857640 1-SB001 STRUCTURAL FOUNDATION GENERAL
NOTES
127 12857641 1-SB002 ABBREVIATIONS AND LEGEND
128 12857642 1-SB003 DRY DOCK STRUCTURAL TYPICAL
DETAILS
129 12857643 1-SB004 DRY DOCK AND SITE STRUCTURAL
TYPICAL DETAILS
130 12857644 1-SB115 STRUCTURAL PLAN - SOUTH FLOOD
FLUME OUTFALL - AREA 15
131 12857645 1-SB401 SOUTH FLOOD FLUME OUTFALL DETAILS
132 12857646 1-SB501 STRUCTURAL SLAB DETAILS
INDEX OF DRAWINGS
SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME
CIVIL
29 12857543 1-C-001 CIVIL LEGEND AND ABBREVIATIONS
30 12857544 1-C-002 CIVIL NOTES - 1
31 12857545 1-C-003 CIVIL NOTES - 2
32 12857546 1-C-004 CIVIL NOTES - 3
33 12857547 1-C-005 EROSION AND SEDIMENT CONTROL
NARRATIVE - 1
34 12857548 1-C-006 EROSION AND SEDIMENT CONTROL
NARRATIVE - 2
35 12857549 1-C-007 EROSION AND SEDIMENT CONTROL
MINIMUM STANDARDS
36 12857550 1-CD100 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - OVERALL
37 12857551 1-CD107 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 7
38 12857552 1-CD108 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 8
39 12857553 1-CD109 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 9
40 12857554 1-CD112 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 12
41 12857555 1-CD113 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 13
42 12857556 1-CD114 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 14
43 12857557 1-CD115 PHASE 1 - CIVIL DEMOLITION AND
EROSION CONTROL PLAN - AREA 15
44 12857558 1-CD501 PHASE 1 - CIVIL DEMOLITION DETAILS
45 12857559 1-CD502 PHASE 1 - CIVIL EROSION CONTROL
DETAILS
46 12857560 1-CS100 PHASE 1 - CIVIL SITE PLAN - OVERALL
47 12857561 1-CS107 PHASE 1 - CIVIL SITE PLAN - AREA 7
48 12857562 1-CS108 PHASE 1 - CIVIL SITE PLAN - AREA 8
49 12857563 1-CS109 PHASE 1 - CIVIL SITE PLAN - AREA 9
50 12857564 1-CS112 PHASE 1 - CIVIL SITE PLAN - AREA 12
51 12857565 1-CS113 PHASE 1 - CIVIL SITE PLAN - AREA 13
52 12857566 1-CS114 PHASE 1 - CIVIL SITE PLAN - AREA 14
53 12857567 1-CS115 PHASE 1 - CIVIL SITE PLAN - AREA 15
54 12857568 1-CS321 PHASE 1 - CIVIL SITE COORDINATES
55 12857569 1-CS501 PHASE 1 - CIVIL SITE PAVING DETAILS
56 12857570 1-CS502 PHASE 1 - CIVIL SITE RAILROAD DETAILS
57 12857571 1-CS503 PHASE 1 - CIVIL TRAFFIC BARRIER
DETAILS
58 12857572 1-CU100 PHASE 1 - CIVIL UTILITY PLAN - OVERALL
59 12857573 1-CU107 PHASE 1 - CIVIL UTILITY PLAN - AREA 7
60 12857574 1-CU108 PHASE 1 - CIVIL UTILITY PLAN - AREA 8
61 12857575 1-CU109 PHASE 1 - CIVIL UTILITY PLAN - AREA 9
62 12857576 1-CU112 PHASE 1 - CIVIL UTILITY PLAN - AREA 12
63 12857577 1-CU113 PHASE 1 - CIVIL UTILITY PLAN - AREA 13
64 12857578 1-CU114 PHASE 1 - CIVIL UTILITY PLAN - AREA 14
65 12857579 1-CU115 PHASE 1 - CIVIL UTILITY PLAN - AREA 15
66 12857580 1-CU200 PHASE 1 - CIVIL ALIGNMENT PLAN
67 12857581 1-CU201 PHASE 1 - ELECTRICAL DUCTBANK
PROFILES
68 12857582 1-CU202 PHASE 1 - ELECTRICAL DUCTBANK
PROFILES
69 12857583 1-CU203 PHASE 1 - ELECTRICAL DUCTBANK
PROFILES
70 12857584 1-CU204 PHASE 1 - ELECTRICAL DUCTBANK
PROFILES
71 12857585 1-CU206 PHASE 1 - TELECOM DUCTBANK PROFILES
72 12857586 1-CU207 PHASE 1 - TELECOM DUCTBANK PROFILES
73 12857587 1-CU208 PHASE 1 - TELECOM DUCTBANK PROFILES
74 12857588 1-CU209 PHASE 1 - TELECOM DUCTBANK PROFILES
75 12857589 1-CU211 PHASE 1 - PUMPWELL DRAIN PROFILE
76 12857590 1-CU212 PHASE 1 - REDUNDANT DRAINAGE PUMP
DISCHARGE
77 12857591 1-CU307 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 7
78 12857592 1-CU308 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 8
79 12857593 1-CU309 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 9
80 12857594 1-CU312 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 12
81 12857595 1-CU313 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 13
82 12857596 1-CU314 PHASE 1 - CIVIL UTILITY PLAN
COORDINATES - AREA 14
83 12857597 1-CU321 PHASE 1 - CIVIL UTILITY COORDINATES
84 12857598 1-CU501 PHASE 1 - CIVIL UTILITY DETAILS
85 12857599 1-CG114 PHASE 1 - CIVIL GRADING AND DRAINAGE
PLAN - AREA 14
86 12857600 1-CG201 PHASE 1 - CIVIL STORM DRAIN PROFILES
87 12857601 1-CG202 PHASE 1 - CIVIL STORM DRAIN PROFILES
INDEX OF DRAWINGS
SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME
GENERAL
1 12857515 1-G-010 COVER SHEET
2 12857516 1-G-011 INDEX OF DRAWINGS - VOLUME 1 OF 4
3 12857517 1-GI001 PUMPWELL - LIFE SAFETY CODE
ANALYSIS
4 12857518 1-GI100 PUMPWELL - LIFE SAFETY PLAN
5 12857519 1-GC101 OVERALL DEVELOPMENT PLAN
6 12857520 1-GC102 SITE ACCESS PLAN
7 12857521 1-GC111 PHASE 1 - PROJECT SITE LIMITS
SURVEY
8 12857522 1-VF001 SURVEY NOTES AND LEGEND
9 12857523 1-VF002 EXISTING STRUCTURE TABLES
10 12857524 1-VF100 PHASE 1 - EXISTING CONDITIONS PLAN -
OVERALL
11 12857525 1-VF107 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 7
12 12857526 1-VF108 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 8
13 12857527 1-VF109 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 9
14 12857528 1-VF110 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 10
15 12857529 1-VF112 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 12
16 12857530 1-VF113 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 13
17 12857531 1-VF114 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 14
18 12857532 1-VF115 PHASE 1 - EXISTING CONDITIONS PLAN -
AREA 15
GEOTECHNICAL
19 12857533 1-B-001 BORING LOCATION PLAN
20 12857534 1-B-002 BORING LOGS
21 12857535 1-B-003 BORING LOGS
22 12857536 1-B-004 BORING LOGS
23 12857537 1-B-005 BORING LOGS
24 12857538 1-B-006 BORING LOGS
25 12857539 1-B-007 SOUNDING INFORMATION
26 12857540 1-B-008 ENVIRONMENTAL SOIL INFORMATION
27 12857541 1-B-009 ENVIRONMENTAL SOIL INFORMATION
28 12857542 1-B-010 ENVIRONMENTAL SOIL INFORMATION
VOLUME INDEX:
VOLUME 1 (PHASE 1): GENERAL, SURVEY, GEOTECHNICAL, CIVIL, STRUCTURAL.
SEE 1-G-011 FOR INDEX OF DRAWINGS.
VOLUME 2 (PHASE 1): GENERAL, ARCHITECTURAL, FIRE PROTECTION,
MECHANICAL, ELECTRICAL. SEE 1-G-021 FOR INDEX OF DRAWINGS.
VOLUME 3 (PHASE 2): GENERAL, CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE
PROTECTION. SEE 2-G-031 FOR INDEX OF DRAWINGS.
VOLUME 4 (PHASE 2): GENERAL, MECHANICAL, ELECTRICAL. SEE 2-G-041 FOR
INDEX OF DRAWINGS.
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
ED
F
OR
C
ON
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RU
C T
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/28 /20
IS
SU
ED
F
OR
Mechanical | Electrical | Plumbing | Fire Protection 4456 Corporation Ln, Ste 320 Tel: (757) 502-8882
Virginia Beach, Virginia 23462 Fax: (757) 499-1757
ADVANCED
ENGINEERING
CONSULTANTS
S SS
ROOM / ZONE AREA
OCCUPANCY,
ALLOWABLE AREA PER
OCCUPANT
OCCUPANCY LOAD (PEOPLE)
OCCUPANCY, TYPE
A - ASSEMBLY
B - BUSINESS
S - STORAGE
I - INDUSTRIAL
1500 SF
B 150
W: NET EXIT WIDTH (INCHES)
C: CAPACITY (PEOPLE)
P: EXIT WIDTH PER PERSON
A: ACTUAL EGRESS (PEOPLE)
1 HOUR FIRE WALL
2 HOUR FIRE WALL
SMOKE PARTITION
SYMBOL DESCRIPTION
AREA NOT IN CONTRACT
COMMON PATH OF TRAVEL
TRAVEL DISTANCE
TD = X'-XX"
DEAD -END CORRIDOR
DE = X'-XX"
NUMBER OF OCCUPANTS EXITING#
1/2 HOUR FIRE WALL
3 HOUR FIRE WALL
W
C
P
A
CPT = X'-XX"
LIFE SAFETY LEGEND
FIRE EXTINGUISHER, MOUNTED WITH WALL BRACKET
NOTE: NOT ALL SYMBOLS MAY BE USED.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K
V A
AS NOTED
F
IL
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A M
E
P
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ALG
N40085-22-R-2598
C U s e rs
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\D R
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-1
-F
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:5
:5
A
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1-GI001
P D
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D O
C K
S
A L T
W A
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T E
M
F O
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-7
P U
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W E
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LI
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A F
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TY
C O
D E
A N
A
LY
S
IS
AEC
12857517
PJB EBC
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL / TLH
1364315
P O
R T
S M
O U
T H
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IR
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IN
IA
N
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F O
LK
N
A V
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S H
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DSN
CODE REVIEW
1. PROJECT DESCRIPTION:
THE PROJECT REQUIRES THE REPLACEMENT OF MECHANCIAL AND ELECTRICAL EQUIPMENT WITHIN THE EXISTING PUMPWELL. ALL EXISTING RAILS, PLATFORMS, CATWALKS, LADDERS AND STAIRS INSIDE THE EXISTING PUMPWELL WILL REMAIN AS-IS AS THEY ARE NOT AFFECTED BY THE EQUIPMENT REPLACEMENT. THE EXISTING CONTROL ROOM ON THE MOTOR LEVEL WILL BE REPLACED, BUT NO CHANGE IN CAPACITY OR OCCUPANCY TYPE IS OCCURRING WITH THIS WORK. THERE WILL BE TWO NEW ACCESS STAIRS OR LADDERS PROVIDED FOR ACCESS TO THE DRAINAGE PUMPS AND SUCTION CHAMBER, AND THESE STAIRS / LADDERS WILL BE INSTALLED TO MEET ACCESS REQUIREMENTS FOR A NON-SPRINKLERED SPECIAL PURPOSE INDUSTRIAL FACILITY AND WILL NO BE GREATER THAN 20'-0" IN HEIGHT SUCH AS NOT
TO REQUIRE A PERSONAL FALL ARREST SYSTEM.
2. CODE ANALYSIS APPROACH AND OBJECTIVES:
THIS CODE ANALYSIS DEMONSTRATES THAT THE PUMPWELL, INCLUDING THE CONTROL ROOM ON THE MOTOR LEVEL, ARE IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THIS PROJECT. THE PUMPWELL FALLS UNDER "SPECIAL-PURPOSE INDUSTRIAL" OCCUPANCY AS PER NFPA 101, LIFE SAFTEY REQUIREMENTS WILL BE EVALUATED TO COMPLY IN ACCORDANCE WITH THE APPLICALBE CODES AND STANDARDS LISTED BELOW.
3. APPLICABLE CODES AND STANDARDS (FOR REFERENCE ONLY):
• NFPA 101, LIFE SAFETY CODE, 2018 EDITION
• UFC 1-200-01, DOD BUILDING CODE WITH CHANGE 1, DATED 01 OCT. 2020
• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES WITH CHANGE 5, DATED 24 SEPT. 2020
• UFC 4-010-06, CYBERSECURITY OF FACILITY-RELATED CONTROL SYSTEM WITH CHANGE 1, 18 JAN. 2017
• UFC 4-150-02, DOCKSIDE UTILITIES FOR SHIP SERVICE DATED 12 NOV. 2020
• UFC 4-213-10, DESIGN: GRAVING DRYDOCKS DATED 18 MAY 2020
• INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION
• OSHA, 1970 WITH AMENDMENTS THROUGH 2004 WITH 2017 UPDATES
4. EXISTING STRUCTURES AND ALTERATION
THERE IS NO CHANGE OF OCCUPANCY, AS THIS BUILDING FALLS UNDER "SPECIAL-PURPOSE INDUSTRIAL" OCCUPANCY PER NFPA AS A LOW-OCCUPANCY FACILITY.
THERE IS ALSO NO CHANGE TO THE MEANS OF EGRESS OUT OF THE FACILITY FOR THIS PROJECT. THERE WILL BE 2 EGRESS LADDERS/STAIRS PROVIDED TO GET
DOWN TO THE SUCTION CHAMBER AND DRAINAGE PUMP LEVELS.
OCCUPANT LOAD: OCCUPANT LOADS ARE NOT APPLICABLE FOR SPECIAL INDUSTRIAL OCCUPANCY, AS PER NFPA 101, TABLE 7.3.1.2. HOWEVER, THE MOTOR LEVEL AND CONTROL ROOM ARE PART OF SPECIAL INDUSTRIAL AS AN ANCILLARY (NFPA 101 CHAPTER 40), SO FOR PURPOSES OF OCCUPANT LOAD CALCULATIONS, 33 OCCUPANTS ARE ALLOWED AS PER TABLE 7.3.1.2 FOR GENERAL INDUSTRIAL FOR THE MOTOR LEVEL OF 3,279 SQUARE FOOT.
5. TRAVEL DISTANCE: COMMON PATH OF TRAVEL: EXITS:
THE ACTUAL HORIZONTAL AND VERTICAL TRAVEL DISTANCES DO NOT EXCEED THE MAXIMUM ALLOWED TRAVEL DISTANCE AS PER § 40.2.5.1. MOREOVER, SPACES BELOW THE MOTOR LEVEL ARE NOT REQUIRED TO COMPLY WITH TRAVEL DISTANCE LIMITATIONS, COMMON PATH OF TRAVEL AND OTHER EGRESS REQUIREMENTS (§ A.40.2.1.2, 40.2.5.2). THESE SPACES SERVE AS ACCESS TO PUMPS AND OTHER INDUSTRIAL EQUIPMENT, AND THESE SPACES INCLUDE, BUT ARE NOT LIMITED TO, THE
FOLLOWING:
• CATWALKS
• TUNNELS
• PUMP CHAMBERS
• SERVICE GATES
• GALLERIES
THE INFREQUENT USE OF THESE SPACES BY MAINTENANCE WORKERS ARE CONSIDERED NOT REGULARLY OCCUPIED ON A ROUTINE BASIS (§7.14) AND MUST NOT CONTAIN HIGH HAZARDOUS CONTENTS FOR OPERATIONS AND MUST NOT CONTAIN FUEL-FIRED EQUIPMENT OR BE USED FOR THE STORAGE OF COMBUSTIBLES. AS NONE OF THESE CONDITIONS EXIST WITHIN THE LOWER LEVELS OF THE PUMPWELL, THESE AREAS MEET THE REQUIREMENTS OF NOT REGULARLY OCCUPIED.
TRAVEL DISTANCE: MAXIMUM TRAVEL DISTANCE FOR NON-SPRINKLERED = 300’ (TABLE 40.2.6.1) SPECIAL PURPOSE INDUSTRIAL OCCUPANCY MAXIMUM COMMON PATH OF TRAVEL: 50 (TABLE 40.2.5.1): CATWALKS AND LADDERS THAT SERVE INDUSTRIAL EQUIPMENT ACCESS BELOW CONTROL ROOM ARE
NOT REQUIRED TO MEET THIS REQUIREMENT (§ A.40.2.1.2, 40.2.5.3)
MAXIMUM DEAD-END CORRIDOR: 50 (TABLE 420.2.5.1): CATWALKS AND LADDERS THAT SERVE INDUSTRIAL EQUIPMENT ACCESS BELOW CONTROL ROOM ARE NOT
REQUIRED TO MEET THIS REQUIREMENT (§ A.40.2.1.2, 40.2.5.3)
STAIR EGRESS CAPACITY / WIDTH: 36” (§7.2.2.2.1.2)
OTHER STAIRS, SHIP LADDER WIDTH, INDUSTRIAL EQUIPMENT ACCESS: 22” (TABLE 40.2.5.3.1)
6. FIRE EXTINQUISHER
EXISTING FIRE EXTINGUISHER ARE CURRENTLY PROVIDED FOR THE MOTOR LEVEL. THE TRAVEL DISTANCE TO THE FIRE EXTINGUISHER IS LESS THAN THE MAXIMUM
ALLOWABLE DISTANCE OF 75'-0". EXISTING EXTINGUISHERS WILL REMAIN AS-IS.
S Y
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/2
8/
IS
SU
ED
F
OR
Mechanical | Electrical | Plumbing | Fire Protection 4456 Corporation Ln, Ste 320 Tel: (757) 502-8882
Virginia Beach, Virginia 23462 Fax: (757) 499-1757
ADVANCED
ENGINEERING
CONSULTANTS
CPT=59'-6"CPT=45'-9"
FOR CONTINUATION REFER TO
PUMPWELL - LIFE SAFETY PLAN -
MOTOR LEVEL ON THIS SHEET
FOR CONTINUATION REFER TO
PUMPWELL - LIFE SAFETY PLAN -
MOTOR LEVEL ON THIS SHEET
PW8-DP-5 (PW8-
DP-4 LOCATED
BEHIND PUMP)
PW8-DP-2 (PW8-DP-1
LOCATED BEHIND)
PW-MDP-2 PW-MDP-3 PW-MDP-4
PW-MDP-2
MOTOR
PW-MDP-3
MOTOR
PW-MDP-4
MOTOR
(E) DP-3
3,279 SF
I 100
0.3
TD=276'-0"
TD=296'-9"
MDP-2 MDP-3 MDP-4
F A
C P
F A
A
STAIR STAIR
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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 CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K
V A
AS NOTED
F
IL
E N
A M
E
P
LO
T T
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ALG
N40085-22-R-2598
C U s e rs
\E ri n C
\D o c u m e n ts
\D R
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P
-1
-F
-D R
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E ri n C
V
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.r v t
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:5
:0
A
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1-GI100
P D
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D O
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W A
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T E
M
F O
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V N
-7
P U
M P
W E
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LI
F
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A F
E
TY
P
LA
N
AEC
12857518
PJB EBC
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL / TLH
1364315
P O
R T
S M
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T H
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N
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DSN
SHEET NOTES
KEY PLAN
MOTOR
83'-0"
INTERMED.
68'-0"
MAIN PUMP
46'-0"
DRAINAGE
28'-3 1/4"
COPING
103'-0"
SUC. CHAM.
32'-3" 1/8" = 1'-0"
A1
LIFE SAFETY ELEVATION - PUMPWELL
3/32" = 1'-0" C1
PUMPWELL - LIFE SAFETY PLAN - MOTOR LEVEL
A. REFER TO LIFE SAFETY CODE ANALYSIS FOR ADDITIONAL INFORMATION ON
THE CODE REVIEW OF THE PUMPWELL AS WELL AS THE LIFE SAFETY
LEGEND.
B. REFER TO THE ELECTRICAL LIGHTING PLANS FOR LOCATION OF
EMERGENCY LIGHTING FOR THE PUMPWELL.
C. REFER TO THE FIRE ALARM PLANS FOR LOCATION OF INITIATION AND
NOTIFICATION DEVICES.
PLAN
NORTH
4' 8' 16'0'
0' 6' 12' 18'
POUNDS RATING # OF UNITS
REQUIRED
HOW MANY
UNITS
PROVIDED
MINIMUM
REQUIRED
DISTANCE
5 2A 1 3 EXISTING 75 FT
FIRE EXTINGUISHER
S Y
M D
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C R
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D A
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F O
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8/
IS
SU
ED
F
OR
FUTURE GENERATOR MAX SIZE = 190" LONG X 96" WIDE
2A
D
W
QWQ
WQ
2C
1B
1C
SOUTHERN BRANCH
ELIZABETH RIVER
BLDG 369
BLDG 274
BL
DG
BLD
G 51
BLD
G 29
BLDG
BLD
G 16
BLD
G 23
BLD
G 17
BLD
G 17
P678 DRY DOCK 8
SALTWATER SYSTEM FOR CVN-78
BA
RK
ER
S
TR
EE
T
HITCHCOCK STREET
McCAWLEY STREET
WEAVER STREET
DALE STREET
WALLI
N STREET
STEVENS STREET
BRUNBY AVENUE
STEVENS STREET
BLDG 272
BLDG 273
WHARF 7
W
ILL
IA
MS
A
VE
NU
E
PIER 6
PIER 5
DRY DOCK 4
PENNOCK STREET
BERREN STREET
1A
1A
1D 1E
2D
2B
2E
1F
2F
2F
1F
2G
BLD
G 29
BL
DG
BLDG
BLDG
BLDG
44510
BLDG271
PW 8
T
T
T
T T
E
E E E
36" SW36" SW
36" SW 36" SW
36"
SW
36" SW
TE
T E1G
X1 X3
X1
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
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D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
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IN
IA
P
D R
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O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
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V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
O
VE
R
AL
L D
EV
EL
O
PM
EN
T
PL
AN
CLZ MDR MLC
AS NOTED
12857519
1-GC101
SHEET NOTES
/28 /22
IS
SU
ED
F
OR
A1
NORTH
PLAN
SCALE: 1"=200'
OVERALL DEVELOPMENT PLAN
1. WITH THE EXCEPTION OF TRANSPORTATION TO AND FROM THE SITE, ALL
PERSONNEL, EQUIPMENT AND MATERIALS MUST REMAIN WITHIN THE
DEFINED LIMITS OF WORK DURING EXECUTION OF THE CONTRACT.
CONTRACTOR'S LAYDOWN AREA MUST BE CONFINED TO THE LIMITS OF
WORK UNLESS OTHERWISE INDICATED.
2. PROVIDE A CHAIN LINK CONSTRUCTION BARRIER FENCE AROUND THE
LIMITS OF WORK AND CONTRACTOR SOIL STOCKPLILE AND STORAGE
AREA.
3. COORDINATE CONCRETE DELIVERIES TO THE PROJECT WITH NNSY
OPERATIONS.
4. THIS PROJECT CONSIST OF TWO SEPARATE PHASES OF CONSTRUCTION.
SHEET KEYNOTES
PHASE 1 IMPROVEMENTS:
400'0 200'
1A. ELECTRICAL SUBSTATION
1B. SCADA CONNECTION TO B272
1C. PUMPWELL 8 GENERATOR, ELECTRICAL SWITCH AND FUEL TANK
1D. PUMPWELL 8 DRAINAGE PUMP DISCHARGE TO FLOOD FLUME
1E. ACCESS TO SOUTH FLOOD FLUME IMPROVEMENTS
1F. ELECTRICAL AND TELECOMMUNICATIONS DUCTBANK
1G. ALTERNATE - PUMP WELL 8 REDUNDANT DRAINAGE DISCHARGE TO
DISCHARGE FLUME
PHASE 2 IMPROVEMENTS:
2A. PUMP STATION 6
2B. PUMP STATION 6 GENERATOR AND FUEL TANK
2C. PUMP STATION 8
2D. PUMP STATION 8 GENERATOR AND FUEL TANK
2E. ACCESS TO NORTH FLOOD FLUME IMPROVEMENTS
2F. SALTWATER SUPPLY PIPING
2G. STOP LOG FRAME AND COVER
CONTRACT LINE ITEMS (CLIN):
X1. CLIN 0002
X3. CLIN 0005
P678 PROJECT AREA
GATE F
GATE 10
SOUTH NORFOLK JORDAN BRIDGE
SOUTHERN BRANCH
ELIZABETH RIVER
VIC
TO
RY
BL
VD
ELM AVENUE
GEORGE WASHINGTON HIGHWAY
WILLIAMS AVE
EFFINGHAM STREET
PORTSMOUTH BLVD
NNSY VISITOR
CONTROL CENTER
CONTRACTOR
ACCESS ROUTE,
TYPICAL RAILROAD
BLDG 272
BLDG 273
CONTRACTOR
VEHICLE
INSPECTION
P678 SOIL STOCKPILE
AND STORAGE AREA
(140'X100')
BL
DG
BLDG 174
BL
DG
3BL
DG
BL
DG
BL
DG
HI
TC
HC
OC
K S T
ST
EV
EN
S S
T
STEVENS ST
PIE
R
DRY DOCK 4
PENNOCK ST
BERREN ST
BLDG 369BLDG 274
BL
DG
0BL
DG
DRY DOCK 8
BA
RK
ER
S T
McCAWLEY ST
WEAVER ST
WAL
LIN
ST
BRUNBY AVE
WHARF 7
W
ILL
IA
MS
A
VE
PIE
R
DALE ST
PW 8
BLDG 269
BLDG 270
BL
DG
BLDG 271
BERTH 39 (PIER 6)
BERTH 40 (DRY DOCK 8)
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
SI
TE
A C
C
ES
S
PL
AN
CLZ MDR MLC
AS NOTED
12857520
1-GC102
SHEET NOTES
ED
F
OR
A1
PLAN
SCALE: 1"=300'
SITE ACCESS PLAN
600'0 300'
1. MAINTAIN EXISTING FIRE ACCESS LANE AROUND DRY DOCK 8. PROVIDE
TEMPORARY TWENTY FOOT (20') WIDE FIRE ACCESS LANE WHEN
CONSTRUCTION OPERATIONS BLOCK EXISTING.
2. COORDINATE CRANE RAIL OUTAGES NEEDED FOR CONSTRUCTION WITH
CONTRACTING OFFICER PRIOR TO SCHEDULING WORK WITHIN THE CRANE
RAIL CLEAR ZONE.
3. PHASE CONSTRUCTION WHEN WORK CROSSES INTO TWO WAY VEHICULAR
TRAVEL WAYS SUCH THAT ONE LANE REMAINS OPEN AT ALL TIMES. PROVIDE
TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD AND VIRGINIA WORK
AREA PROTECTION MANUAL TYPICAL TRAFFIC CONTROL (FIGURE TTC-23.1)
FOR THE ENTIRE DURATION OF THE LANE CLOSURE. SUBMIT TRAFFIC
CONTROL PLAN FOR APPROVAL.
4. PROTECT WORK AREA FROM TRAFFIC DURING EXCAVATION OPERATIONS.
PROVIDE CONCRETE BARRIERS IN ACCORDANCE WITH VIRGINIA WORK AREA
PROTECTION MANUAL ALONG OPEN EXCAVATIONS.
5. CONTRACTOR AND ITS EMPLOYEES WILL BE REQUIRED TO PARK PERSONAL
VEHICLES OUTSIDE OF NORFOLK NAVAL SHIPYARD PROPERTY.
6. CONTRACTOR WILL BE REQUIRED TO ACCESS THE PROJECT SITE BY
ENTERING AND CARDING IN THROUGH THE CIA TURNSTILES OFF DALE
STREET NEAR GATE F.
7. CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AS NEEDED FOR THE
PROJECT.
VENT
VENT
X
X X
X
X
DI
DI
DI
DI D
W Q
DI
DI
DI
WQ
WQ
BLDG1744
BL
DG
BA
RK
ER
S
TR
EE
T
PIER 6
BERTH 39
WHARF 7BERTH 42
BLDG 369
SO
UT
HE
RN
B
RA
NC
H
EL
IZ
AB
ET
H
RI
VE
R
McCAWLEY STREET
DRY DOCK 8
BLDG 274
BLDG 273
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
PUMPWELL 8
BLDG 44510BLDG
BLDG
BLDG
T
T
T
T T
E
E E E
BERTH 41
BERTH 40
X1
X1
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
PH
AS
E
- P R
O
JE
C T
SI
TE
L
IM
IT
S
CLZ MDR MLC
AS NOTED
12857521
1-GC111
SHEET KEYNOTES
ED
F
OR
B1
PLAN
SCALE: 1"=60'
PHASE 1 - PROJECT SITE LIMITS
60' 120'0
1. ELECTRICAL SUBSTATION
2. SCADA CONNECTION TO B272
3. PUMPWELL 8 GENERATOR, ELECTRICAL SWITCHGEAR AND FUEL TANK
4. PUMPWELL 8 DRAINAGE PUMP DISCHARGE TO FLOOD FLUME
5. ACCESS TO SOUTH FLOOD FLUME IMPROVEMENTS
6. ELECTRICAL AND TELECOMMUNICATIONS DUCTBANK
7. SOIL STOCKPILE AND STORAGE AREA
8. LIMITS OF STAGING AND LAYDOWN
9. OFFICE TRAILER LOCATION. ELECTRIC, SEWER, AND WATER HOOKUPS ARE
AVAILABLE.
10. ALTERNATE - PUMPWELL 8 REDUNDANT DRAINAGE PUMP DISCHARGE TO
DISCHARGE FLUME
11. LIMITS OF CONSTRUCTION
X1. CLIN 0002
| 1-G-010 - COVER SHEET |
| 1-G-011 - INDEX OF DRAWINGS - VOLUME 1 OF 4 |
| 1-GI001 - PUMPWELL - LIFE SAFETY CODE ANALYSIS |
| 1-GI100 - PUMPWELL - LIFE SAFETY PLAN |
| 1-GC101 - OVERALL DEVELOPMENT PLAN |
| 1-GC102 - SITE ACCESS PLAN |
| 1-GC111 - PHASE 1 - PROJECT SITE LIMITS |
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| 2022-03-15T16:02:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:03:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:03:12-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:03:40-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:04:02-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:04:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:04:58-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:08:24-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:08:57-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:08:58-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:08:59-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:09:00-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:09:01-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:09:02-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .