1364315_dwg_11of18_PH2_V3_General.pdf

PDF 6 MB Posted Mar 29, 2022

Attached to: P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
Solicitation number: N40085-22-R-2598_Drawings
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This document package contains construction drawings and specifications for a federal solicitation to provide saltwater system improvements at Dry Dock 8 at Norfolk Naval Shipyard in Portsmouth, Virginia. The scope of work includes demolishing existing pump stations and constructing new Pump Station 6 and Pump Station 8, along with associated site utilities and infrastructure. Relevant details include specifications for structural, architectural, fire protection, mechanical, electrical, and civil work. The solicitation number is N40085-22-R-2598 and responses are due by the date specified on the notices. The Navy Facilities Engineering Command is the contracting agency.

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PROJECT LOCATION

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

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12857781

AJM PFG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

, V

L S

EJA

ALG

DSN

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 2

VOLUME 3 OF 4

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

VICINITY MAP

S C

I O N

C T

/28 /20

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

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12857782

AJM PFG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

, V

L S

EJA

ALG

DSN

INDEX OF DRAWINGS

SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME

105 12857885 2-S-303 PUMP STATION 6 AND 8 SECTIONS &

DETAILS

106 12857886 2-S-415 PUMP STATION 6 AND 8 ROOF ENLARGED

PLAN

107 12857887 2-S-416 ROOF HATCH PLAN AND SECTIONS

108 12857888 2-S-430 EXTERIOR STAIR ENLARGED PLAN

109 12857889 2-S-431 EXTERIOR STAIR ENLARGED PLAN

110 12857890 2-S-503 PUMP STATION 6 AND 8 TYPICAL FRAMING

DETAILS

111 12857891 2-S-515 PUMP STATION 6 AND 8 STANDARD BASE

PLATE AND ANCHOR BOLT DETAILS

112 12857892 2-SS501 TYPICAL SITE STRUCTURAL PIPE

SUPPORT DETAILS

113 12857893 2-SS502 TYPICAL CRANE RAIL RECONSTRUCTION

DETAILS

114 12857894 2-SS504 GENERATOR AND FUEL TANK

FOUNDATION PLANS

115 12857895 2-SS505 STOP LOG FOUNDATION PLAN, SECTIONS

AND DETAILS

116 12857896 2-SB110 STRUCTURAL FOUNDATION PLAN - PUMP

STATION PS-6 - AREA 10

117 12857897 2-SB115 STRUCTURAL FOUNDATION PLAN - PUMP

STATION PS-8 - AREA 15

118 12857898 2-SB301 PUMP STATION PS-6 FOUNDATION

SECTIONS

119 12857899 2-SB302 PUMP STATION PS-6 FOUNDATION

SECTIONS

120 12857900 2-SB303 PUMP STATION PS-8 FOUNDATION

SECTIONS

121 12857901 2-SB401 PUMP STATION PS-6 ENLARGED

FOUNDATION PLAN

122 12857902 2-SB402 PUMP STATION PS-8 ENLARGED

FOUNDATION PLAN

123 12857903 2-SB403 NORTH FLOOD FLUME OUTFALL DETAILS

124 12857904 2-SB501 PILE AND PUMP STATION FOUNDATION

DETAILS

125 12857905 2-SB502 PUMP STATION PS-6 INTAKE STRUCTURES

REINFOCING DETAILS

126 12857906 2-SB503 PUMP STATION PS-8 FOUNDATION SLAB

REINORCING DETAILS

127 12857907 2-SB504 PUMP STATION PS-8 INTAKE STRUCTURES

REINFOCING DETAILS

128 12857908 2-SB505 MISCELLANEOUS REINFORCING DETAILS

129 12857909 2-SB506 PS-6 FENDER DETAILS

130 12857910 2-SB507 INTAKE GRATING AND STIFFENED PLATE

DETAILS - 1 of 2

131 12857911 2-SB508 INTAKE GRATING AND STIFFENED PLATE

DETAILS - 2 of 2

132 12857912 2-SB509 INTAKE STRUCTURES SCREEN DETAILS

133 12857913 2-SB510 STRUCTURAL SLAB DETAILS

134 12857914 2-SB601 PILE SCHEDULES - PUMP STATION PS-6

135 12857915 2-SB602 PILE SCHEDULES - PUMP STATION PS-8

ARCHITECTURAL

136 12857916 2-A-151 PUMP STATION 6 - FLOOR PLAN - FIRST

LEVEL & SECOND LEVEL

137 12857917 2-A-153 PUMP STATION 6 - ROOF PLAN & DETAILS

138 12857918 2-A-161 PUMP STATION 8 - FLOOR PLAN - FIRST

LEVEL, SECOND LEVEL & ROOF

139 12857919 2-A-250 PUMP STATION 6 - BUILDING ELEVATIONS

140 12857920 2-A-260 PUMP STATION 8 - BUILDING ELEVATIONS

141 12857921 2-A-350 PUMP STATION 6 & 8 - TYP. BUILDING &

WALL SECTIONS

142 12857922 2-A-601 DOOR & FINISH SCHEDULE

FIRE PROTECTION

143 12857923 2-F-001 FIRE PROTECTION GENERAL SHEET

144 12857924 2-FA150 PUMP STATION 6 - FIRE ALARM PLAN

145 12857925 2-FA160 PUMP STATION 8 - FIRE ALARM PLAN

146 12857926 2-FA501 FIRE ALARM DETAILS

147 12857927 2-FX150 PUMP STATION 6 - FIRE SUPPRESSION

PLAN

148 12857928 2-FX160 PUMP STATION 8 - FIRE SUPPRESSION

PLAN

149 12857929 2-FX501 FIRE SUPPRESSION DETAILS

INDEX OF DRAWINGS

SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME

56 12857836 2-CU225 PHASE 2 - UTILITY CORRIDOR E - PLAN

AND PROFILE

57 12857837 2-CU231 PHASE 2 - OW/WO PLAN AND PROFILE

58 12857838 2-CU307 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 7

59 12857839 2-CU308 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 8

60 12857840 2-CU309 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 9

61 12857841 2-CU310 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 10

62 12857842 2-CU312 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 12

63 12857843 2-CU313 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 13

64 12857844 2-CU314 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 14

65 12857845 2-CU315 PHASE 2 - CIVIL UTILITY PLAN

COORDINATES - AREA 15

66 12857846 2-CU321 PHASE 2 - CIVIL UTILITY COORDINATES

67 12857847 2-CU501 PHASE 2 - CIVIL UTILITY DETAILS

68 12857848 2-CU502 PHASE 2 - CIVIL UTILITY DETAILS

69 12857849 2-CG110 PHASE 2 - CIVIL GRADING AND DRAINAGE

PLAN - AREA 10

70 12857850 2-CG115 PHASE 2 - CIVIL GRADING AND DRAINAGE

PLAN - AREA 15

71 12857851 2-CG201 PHASE 2 - CIVIL STORM DRAIN PROFILES

72 12857852 2-CG202 PHASE 2 - CIVIL STORM DRAIN PROFILES

73 12857853 2-CG501 PHASE 2 - CIVIL GRADING AND DRAINAGE

DETAILS

74 12857854 2-CG502 PHASE 2 - CIVIL GRADING AND DRAINAGE

DETAILS

STRUCTURAL

75 12857855 2-S-001 GENERAL NOTES

76 12857856 2-S-002 GENERAL NOTES

77 12857857 2-S-003 LEGEND AND ABBREVIATIONS

78 12857858 2-S-004 PUMP STATION 6 AND 8 WIND ISOMETRIC

DIAGRAMS

79 12857859 2-SD110 STRUCTURAL FOUNDATION DEMO PLAN -

PUMP STATION PS-6 - AREA 10

80 12857860 2-SD115 STRUCTURAL FOUNDATION DEMO PLAN -

PUMP STATION PS-8 - AREA 15

81 12857861 2-SD301 PUMP STATION PS-6 FOUNDATION

DEMOLITION SECTIONS - STAGE 1

82 12857862 2-SD302 PUMP STATION PS-6 FOUNDATION

DEMOLITION SECTIONS - STAGE 2

83 12857863 2-SD303 PUMP STATION PS-8 FOUNDATION

DEMOLITION SECTIONS

84 12857864 2-SD401 PUMP STATION PS-6 ENLARGED

FOUNDATION DEMOLITION PLAN - STAGE

85 12857865 2-SD402 PUMP STATION PS-6 ENLARGED

FOUNDATION DEMOLITION PLAN - STAGE

86 12857866 2-SD403 PUMP STATION PS-8 ENLARGED

FOUNDATION DEMOLITION PLAN

87 12857867 2-SD404 DEMOLITION DETAILS - NORTH FLOOD

FLUME OUTFALL

88 12857868 2-SD405 TEMPORARY COFFERDAM PLAN AND

SECTIONS

89 12857869 2-SD406 INTAKE STRUCTURE DEMOLITION DETAILS

- AREA 10

90 12857870 2-SD407 INTAKE STRUCTURE DEMOLITION DETAILS

- AREA 15

91 12857871 2-S-150 PUMP STATION 6 - FOUNDATION PLAN

92 12857872 2-S-151 PUMP STATION 6 - FRAMING PLAN - FIRST

FLOOR

93 12857873 2-S-152 PUMP STATION 6 - FRAMING PLAN -

SECOND FLOOR

94 12857874 2-S-153 PUMP STATION 6 - FRAMING PLAN - ROOF

95 12857875 2-S-160 PUMP STATION 8 - FOUNDATION PLAN

96 12857876 2-S-161 PUMP STATION 8 - FRAMING PLAN - FIRST

FLOOR

97 12857877 2-S-162 PUMP STATION 8 - FRAMING PLAN -

SECOND FLOOR

98 12857878 2-S-163 PUMP STATION 8 - FRAMING PLAN - ROOF

99 12857879 2-S-215 EXTERIOR STAIR ELEVATIONS

100 12857880 2-S-216 EXTERIOR STAIR ELEVATIONS

101 12857881 2-S-217 INTERIOR STAIR ELEVATIONS

102 12857882 2-S-220 PUMP STATION 6 AND 8 TYPICAL WALL

ELEVATIONS

103 12857883 2-S-301 PUMP STATION 6 AND 8 SECTIONS &

DETAILS

104 12857884 2-S-302 PUMP STATION 6 AND 8 SECTIONS &

DETAILS

INDEX OF DRAWINGS

SHEET NO. NAVFAC NO. SHEET NO. SHEET NAME

GENERAL

1 12857781 2-G-030 COVER SHEET

2 12857782 2-G-031 INDEX OF DRAWINGS - VOLUME 3 OF 4

3 12857783 2-GD150 BUILDING 828 - DEMOLITION PLANS &

SECTION

4 12857784 2-GD160 BUILDING 829 - DEMOLITION PLANS &

SECTION

5 12857785 2-GI050 PUMP STATION 6 - LIFE SAFETY CODE

ANALYSIS

6 12857786 2-GI060 PUMP STATION 8 - LIFE SAFETY CODE

ANALYSIS

7 12857787 2-GI150 PUMP STATION 6 - LIFE SAFETY PLAN

8 12857788 2-GI160 PUMP STATION 8 - LIFE SAFETY PLAN

9 12857789 2-GC111 PHASE 2 - PROJECT SITE LIMITS

10 12857790 2-GC121 PHASE 2 - FIRE PROTECTION SITE PLAN

CIVIL

11 12857791 2-CD100 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - OVERALL

12 12857792 2-CD107 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 7

13 12857793 2-CD108 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 8

14 12857794 2-CD109 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 9

15 12857795 2-CD110 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 10

16 12857796 2-CD112 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 12

17 12857797 2-CD113 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 13

18 12857798 2-CD114 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 14

19 12857799 2-CD115 PHASE 2 - CIVIL DEMOLITION AND

EROSION CONTROL PLAN - AREA 15

20 12857800 2-CD221 PHASE 2 - UTILITY CORRIDOR A -

DEMOLITION PLAN AND PROFILE

21 12857801 2-CS100 PHASE 2 - CIVIL SITE PLAN - OVERALL

22 12857802 2-CS107 PHASE 2 - CIVIL SITE PLAN - AREA 7

23 12857803 2-CS108 PHASE 2 - CIVIL SITE PLAN - AREA 8

24 12857804 2-CS109 PHASE 2 - CIVIL SITE PLAN - AREA 9

25 12857805 2-CS110 PHASE 2 - CIVIL SITE PLAN - AREA 10

26 12857806 2-CS112 PHASE 2 - CIVIL SITE PLAN - AREA 12

27 12857807 2-CS113 PHASE 2 - CIVIL SITE PLAN - AREA 13

28 12857808 2-CS114 PHASE 2 - CIVIL SITE PLAN - AREA 14

29 12857809 2-CS115 PHASE 2 - CIVIL SITE PLAN - AREA 15

30 12857810 2-CS321 PHASE 2 - CIVIL SITE COORDINATES

31 12857811 2-CS501 PHASE 2 - CIVIL SITE IMPROVEMENT

DETAILS

32 12857812 2-CU100 PHASE 2 - CIVIL UTILITY PLAN - OVERALL

33 12857813 2-CU107 PHASE 2 - CIVIL UTILITY PLAN - AREA 7

34 12857814 2-CU108 PHASE 2 - CIVIL UTILITY PLAN - AREA 8

35 12857815 2-CU109 PHASE 2 - CIVIL UTILITY PLAN - AREA 9

36 12857816 2-CU110 PHASE 2 - CIVIL UTILITY PLAN - AREA 10

37 12857817 2-CU112 PHASE 2 - CIVIL UTILITY PLAN - AREA 12

38 12857818 2-CU113 PHASE 2 - CIVIL UTILITY PLAN - AREA 13

39 12857819 2-CU114 PHASE 2 - CIVIL UTILITY PLAN - AREA 14

40 12857820 2-CU115 PHASE 2 - CIVIL UTILITY PLAN - AREA 15

41 12857821 2-CU200 PHASE 2 - CIVIL ALIGNMENT PLAN

42 12857822 2-CU201 PHASE 2 - ELECTRICAL DUCTBANK

PROFILES

43 12857823 2-CU202 PHASE 2 - TELECOM DUCTBANK PROFILES

44 12857824 2-CU203 PHASE 2 - ELECTRICAL AND TELECOM

DUCTBANK PROFILES

45 12857825 2-CU204 PHASE 2 - TELECOM DUCTBANK PROFILES

46 12857826 2-CU211 PHASE 2 - SALTWATER SUPPLY MAIN

PROFILE - 1

47 12857827 2-CU212 PHASE 2 - SALTWATER SUPPLY MAIN

PROFILE - 2

48 12857828 2-CU213 PHASE 2 - SALTWATER SUPPLY MAIN

PROFILE - 3

49 12857829 2-CU214 PHASE 2 - SALTWATER SUPPLY MAIN

PROFILE - 4

50 12857830 2-CU215 PHASE 2 - SALTWATER SUPPLY LATERAL

PROFILES - 1

51 12857831 2-CU216 PHASE 2 - SALTWATER SUPPLY LATERAL

PROFILES - 2

52 12857832 2-CU221 PHASE 2 - UTILITY CORRIDOR A - PLAN

AND PROFILE

53 12857833 2-CU222 PHASE 2 - UTILITY CORRIDOR B - PLAN

AND PROFILE

54 12857834 2-CU223 PHASE 2 - UTILITY CORRIDOR C - PLAN

AND PROFILE

55 12857835 2-CU224 PHASE 2 - UTILITY CORRIDOR D - PLAN

AND PROFILE

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.

S C

I O N

C T

/28 /20

SEAL

SHEET NOTES:

1. REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE

DRAWINGS. PROTECT OTHER EXISTING STRUCTURES ON ADJACENT

PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD

DAMAGE OCCUR TO EXISTING CONSTRUCTION ON ADJACENT

PROPERTIES OR EXISTING CONSTRUCTION TO REMAIN ON SITE, REPAIR

THE DAMAGE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

REMOVE DEBRIS REGULARLY TO ELIMINATE INTERFERENCE.

2. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,

SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE

OWNER’S PROPERTY, DEMOLISHED MATERIALS BECOME THE

CONTRACTOR’S PROPERTY AND MUST BE REMOVED FROM THE SITE

WITH FURTHER DISPOSITION AT THE CONTRACTOR’S OPTION.

3. DEMOLISHED MATERIALS MUST BE LEGALLY DISPOSED OF PROMPTLY.

DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. NO

BURNING IS ALLOWED.

4. REFER TO SPECIFICATION SECTION 02 41 00.00 22 FOR GENERAL

REQUIREMENTS AND AUTHORIZATIONS PRIOR TO BEGINNING OF

DEMOLITION WORK.

5. THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED

FOR THE DEMOLITION PHASE OF THIS PROJECT. REFER TO THE PHASE 1

AND 2 DRAWINGS FOR ADDITIONAL INFORMATION.

6. REFER TO STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION

EXTENTS OF CONCRETE & ASSOCIATED COMPONENTS.

7. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED

TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING

AREAS TO REMAIN.

8. FALL PROTECTION AND ALL GOVERNMENT SAFETY REQUIREMENTS MUST

BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION PER

SPECIFICATIONS.

9. HAZARDOUS MATERIALS: SEE SPECIFICATIONS APPENDIX, "HAZMAT

INSPECTION DRAWINGS AND LABORATORY REPORTS," FOR TYPICAL

LOCATIONS AND TYPES OF HAZARDOUS MATERIALS THAT MAY BE

ENCOUNTERED. SEE DIVISION 2 SPECIFICATIONS FOR REMEDIATION AND

HANDLING OF HAZARDOUS MATERIALS. PRIOR TO BEGINNING WORK,

NOTIFY THE CONTRACTING OFFICER OF ANY ADDITIONAL MATERIALS

OBSERVED THAT MAY POTENTIALLY CONTAIN HAZARDOUS MATERIALS.

2-GD150

A4 E30

E31

E32

E33

ALL

M25

M24

M22

M23

M21

22' - 9"

33' - 6"

E35

2-GD150

A4 E34

ALL

M20

M26

M21

M23

22' - 9"

33' - 6"

M28

GRADING LEVEL

103' - 0"

SUMP LEVEL

96' - 0"

M25

M25 M24

M22

M20

M21 11

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

O N

O R

, V A

AS NOTED

:\R ev it_ Pr oj ec ts \D

-1

-G -8

_p gr eg or y@ bu rn sm cd

.c om

.rv t

2-GD150

R Y

D O

C K

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DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

, V

L S

EJA

ALG

DSN

PLAN

NORTH

2' 4' 8'0'

SHEET KEYNOTES

A1 DEMOLISH ENTIRE 12" THICK REINFORCED CAST IN PLACE CONCRETE

EXTERIOR WALL

A2 DEMOLISH STEEL DOOR & FRAMING

A3 DEMOLISH STEEL STAIRS AND RAILING

A4 DEMOLISH ENTIRE CONCRETE FLOOR SLAB ON GRADE & MAT FOUNDATION.

A5 DEMOLISH ENTIRE BUILT-UP MEMBRANE LOW SLOPE ROOF SYSTEM ABOVE &

ASSOCIATED WOOD PLANK SUBSTRATE & STEEL FRAMING.

E30 DEMOLISH MOTOR CONTROL CENTER, CONDUITS, AND CONDUCTORS BACK TO

SOURCE.

E31 DEMOLISH TRANSFORMER, CONDUITS, AND CONDUCTORS BACK TO SOURCE.

E32 DEMOLISH PANELBOARDS, CONDUITS AND CONDUCTORS BACK TO SOURCE.

E33 DEMOLISH LIGHTING FIXTURES, CONDUITS AND CONDUCTORS BACK TO

SOURCE.

E34 DEMOLISH ELECTRICAL OUTLETS, CONDUITS, AND CONDUCTORS BACK TO

SOURCE.

E35 REMOVE AND RETAIN SCADA RTU. RETURN SCADA RTU TO NNSY UTILITIES

DEPARTMENT.

M20 DEMOLISH EXISTING PUMP AND ASSOCIATED CONTROLS, WIRING, AND

APPURTENANCES

M21 DEMOLISH EXISTING TANK AND ASSOCIATED PIPING, VALVES, AND

APPURTENANCES.

M22 EXISTING PUMP VACCUM PRIMING SYSTEM IN ITS ENTIRETY MUST BE

SALVAGED AND DELIVERED TO SHIPYARD UTILITIES DEPT.

M23 DEMOLISH EXISTING SALTWATER (SW) PIPING, VALVES, AND ASSOCIATED

APPURTENANCES.

M24 DEMOLISH EXISTING CONTROL PANEL AND ASSOCIATED WIRING AND

APPURTENANCES.

M25 DEMOLISH EXISTING HEATING/VENTILATION SYSTEMS AND ASSOCIATED

APPURTENANCES.

M26 DEMOLISH EXISTING SUMP PUMP AND ASSOCIATED CONTROLS, WIRING, AND

APPURTENANCES.

M28 EXISTING LEVEL MONITORING SYSTEM ON PUMP PRIMING SYSTEM MUST BE

SALVAGED AND DELIVERED TO SHIPYARD UTILITIES DEPT.

1/4" = 1'-0"A3 BUILDING 828 - DEMO PLAN - GRADE LEVEL

1/4" = 1'-0"A1 BUILDING 828 - DEMO PLAN - SUMP LEVEL

PLAN

NORTH

2' 4' 8'0'

1/4" = 1'-0"C1 BUILDING 828 - DEMOLITION SECTION

2' 4' 8'0'

PLAN

NORTH

KEY PLAN

BLDG

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1. SEE SHEET 2-GD150 FOR SHEET NOTES

SHEET NOTES:A3

2-GD160

A4A4

E30

E31

E32

E33

M24

M25

20' - 6"

E35

2-GD160

A1A4

E34

M21

M20 M26

M23

M22

M21

20' - 6"

M27

M28

GRADING FLOOR

103' - 0"

SUMP LEVEL

96' - 0"

A5A1

M20

M25

M25 M24

M21

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

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, V A

AS NOTED

:\R ev it_ Pr oj ec ts \D

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BSG BSG

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL/TLH

1364315

N40085-22-R-2598

, V

L S

EJA

ALG

DSN

SHEET KEYNOTES

A1 DEMOLISH ENTIRE 12" THICK REINFORCED CAST IN PLACE CONCRETE

EXTERIOR WALL

A2 DEMOLISH STEEL DOOR & FRAMING

A3 DEMOLISH STEEL STAIRS AND RAILING

A4 DEMOLISH ENTIRE CONCRETE FLOOR SLAB ON GRADE & MAT FOUNDATION.

A5 DEMOLISH ENTIRE BUILT-UP MEMBRANE LOW SLOPE ROOF SYSTEM ABOVE &

ASSOCIATED WOOD PLANK SUBSTRATE & STEEL FRAMING.

E30 DEMOLISH MOTOR CONTROL CENTER, CONDUITS, AND CONDUCTORS BACK TO

SOURCE.

E31 DEMOLISH TRANSFORMER, CONDUITS, AND CONDUCTORS BACK TO SOURCE.

E32 DEMOLISH PANELBOARDS, CONDUITS AND CONDUCTORS BACK TO SOURCE.

E33 DEMOLISH LIGHTING FIXTURES, CONDUITS AND CONDUCTORS BACK TO

SOURCE.

E34 DEMOLISH ELECTRICAL OUTLETS, CONDUITS, AND CONDUCTORS BACK TO

SOURCE.

E35 REMOVE AND RETAIN SCADA RTU. RETURN SCADA RTU TO NNSY UTILITIES

DEPARTMENT.

M20 DEMOLISH EXISTING PUMP AND ASSOCIATED CONTROLS, WIRING, AND

APPURTENANCES

M21 DEMOLISH EXISTING TANK AND ASSOCIATED PIPING, VALVES, AND

APPURTENANCES.

M22 EXISTING PUMP VACCUM PRIMING SYSTEM IN ITS ENTIRETY MUST BE

SALVAGED AND DELIVERED TO SHIPYARD UTILITIES DEPT.

M23 DEMOLISH EXISTING SALTWATER (SW) PIPING, VALVES, AND ASSOCIATED

APPURTENANCES.

M24 DEMOLISH EXISTING CONTROL PANEL AND ASSOCIATED WIRING AND

APPURTENANCES.

M25 DEMOLISH EXISTING HEATING/VENTILATION SYSTEMS AND ASSOCIATED

APPURTENANCES.

M26 DEMOLISH EXISTING SUMP PUMP AND ASSOCIATED CONTROLS, WIRING, AND

APPURTENANCES.

M27 SALTWATER OVERBOARD/RELIEF CONTROL VALVES, ACTUATOR, AND

PRESSURE BREAKDOWN ORIFICE MUST BE SALVAGED AND DELIVERED TO

SHIPYARD UTILITIES DEPT.

M28 EXISTING LEVEL MONITORING SYSTEM ON PUMP PRIMING SYSTEM MUST BE

SALVAGED AND DELIVERED TO SHIPYARD UTILITIES DEPT.

PLAN

NORTH

2' 4' 8'0'

1/4" = 1'-0"B3 BUILDING 829 - DEMO PLAN - GRADE LVL

1/4" = 1'-0"B2 BUILDING 829 - DEMO PLAN - SUMP LVL

PLAN

NORTH

2' 4' 8'0'

1/4" = 1'-0"A3 BUILDING 829 - DEMOLITION SECTION

2' 4' 8'0'

PLAN

NORTH

KEY PLAN

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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

H -N

TYPE

H -N

TYPE

W R

STMRISER

AIRRISER

U N K

V A U L T

R R

R R R R

T A K E

S T R U C T U R E

S D M H

G M H

ASP

ALT

ASP

ALT

C O N C

R R F

R R

B R

ETAL

R E

N E

N O

P A R K

N O

EXIT DISCHARGE

PATH

EXIT DISCHARGE

PATH

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

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M E

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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N A

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12857785

PJB EBC

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL / TLH

1364315

P O

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1" = 20'-0" A1

PUMP STATION 6 - LIFE SAFETY - SITE PLAN

PLAN

NORTH

PLAN

NORTH

KEY PLAN

PS-6

0 20'10' 40'

SHEET NOTES

SHEET KEYNOTES#

1 LOCATION OF EXISTING FIRE HYDRANT FH5036.

2 INTENDED ENTRANCE FOR FIRE DEPARTMENT.

3 LOCATION OF FIRE DEPARTMENT CONNECTION FOR THIS BUILDING.

4 COVERAGE FROM FIRE HYDRANT TO ENDPOINT IS 127'-6".

5 SPRINKLER SERVICE WATER ENTRANCE INTO THE BUILDING.

6 FIRE DEPARTMENT VEHICLE ACCESS.

7 APPROXIMATE LOCATION OF FIRE HYDRANT FH4034.

8 APPROXIMATE LOCATION OF FIRE HYDRANT FH5034.

9 FACP LOCATION, REFER TO 2-GI150 FOR EXACT LOCATION AND ADDITIONAL

INFORMATION ON BUILDING LAYOUT.

10 PROPOSED FIRE HYDRANT LOCATION, REFER TO SHEET 2-GC121 FOR FINAL

LOCATION OF FIRE HYDRANT AND SHEET 2-CU110 FOR INSTALLATION

REQUIREMENTS OF FIRE HYDRANT.

11 COVERAGE FROM FIRE HYDRANT TO ENDPOINT IS 147'-10".

12 ASSUMED PROPERTY LINE AROUND PS6 IS 30'-0".

1 THERE IS NO WATER STORAGE TANK, HAZARDEOUS MATERIAL SPILL

CONTAINMENT TANKS, OR FIRE PUMP TO BE PROVIDED FOR THIS PROJECT.

ALSO, THE BACKFLOW PREVENTER ASSEMBLY IS LOCATED WITHIN THE

BUILDINGS (SEE FX SHEETS FOR LOCATIONS).

2 FIRE DEPARTMENT VEHICLE ACCESS TO BUILDING EITHER BY TRUCK

GOING DOWN DRY DOCK 8 BETWEEN CRANE RAILS OR DOWN PIER 6. FOR

INFORMATION ON FIRE LANES AROUND THE DRY DOCK AND TO THE PUMP

STATION, REFER TO SHEET 2-GC121.

3 FRONTAGE INCREASES ARE NOT APPLICALBE FOR THIS PROJECT.

4 THIS BUILDING IS LOCATED ON A SECURE SITE WITH ACCESS RESTRICTED

BY BADGING INTO TURNSTILES OR MANNED GATES FOR VEHICLES.

CODE REVIEW

1. PROJECT DESCRIPTION:

THE PROJECT REQUIRES THE DEMOLITION OF THE EXISTING PUMP STATIONS 828 AND 829 AND

THE CONSTRUCTION OF NEW PUMP STATION 6 (PS-6) AND PUMP STATION 8 (PS-8). THE NEW

BUILDINGS WILL BE SITED TO MINIMIZE LIFE SAFETY IMPACTS WITH EXISTING CONDITIONS

LOCATED AROUND THE BUILDING.

2. CODE ANALYSIS APPROACH AND OBJECTIVES:

THIS CODE ANALYSIS DEMONSTRATES THAT THE PUMP STATIONS ARE TO BE DESIGNED IN

ACCORDANCE WITH UFC 3-600-01 AND THE APPLICABLE CODES AND STANDARDS FOR THIS

PROJECT. THE PUMP STATIONS BOTH FALL UNDER "SPECIAL-PURPOSE INDUSTRIAL"

OCCUPANCY AS PER NFPA 101 AND STORAGE GROUP (S-1) PER IBC, AND 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 10, STANDARD FOR PROTABLE FIRE EXTINGUISHERS, 2018 EDITION

• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

• 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. OCCUPANT CLASSIFICATION AND USE DESIGNATION

CRITERIA FROM BOTH IBC AND NFPA 101 WILL BE USED AS REQUIRED IN ACCORDANCE WITH

UFC 3-600-01.

CLASSIFICATION

FOR BOTH PS-6 AND PS-8, THE CLASSIFICATION OF THESE BUILDINGS PER IBC WILL BE

STORAGE GROUP (S-1). FOR NFPA 101, THESE BUILDINGS WILL BE CONSIDERED INDUSTRIAL

OCCUPANCY.

HAZARDOUS MATERIALS

IT IS NOT ANTICIPATED THAT ANY SIGNIFICANT STORAGE OR USE OF HAZARDOUS MATERIALS

WILL OCCUR IN THIS BUILDING.

5. GENERAL BUILDING HEIGHTS AND AREAS

HEIGHTS

PER IBC TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE, FOR

OCCUPANCY S-1 AND TYPE IIB CONSTRUCTION, THE ALLOWABLE BUILDING HEIGHT FOR A

SPRINKLERED (S) BUILDING IS 75 FEET ABOVE GRADE PLANE.

• FOR EACH PUMP STATION (PS-6 IS NORTH SIDE OF DRY DOCK 8 WHILE PS-8 IS SOUTH

SIDE OF DRY DOCK 8) – BUILDING HEIGHT ABOVE GRADE PLANE IS 36’-0”

PER TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE, FOR OCCUPANCY

S-1 AND A SPRINKLERED (S) BUILDING, THE ALLOWABLE NUMBER OF STORES ABOVE GRADE

PLANE IS 3 STORIES.

• FOR EACH PUMP STATION – THIS BUILDING IS A 2-STORY BUILDING.

AREAS

UTILIZING TABLE 506.2 ALLOWABLE AREA FACTOR (AT=NS, S1, S13R, S13D OR SM, AS

APPLICABLE) IN SQUARE FEET, FOR A ONE STORY FULLY SPRINKLERED (S1) BUILDING OF TYPE

IIB CONSTRUCTIONS FOR S-1, THE TABULAR ALLOWABLE AREA IS 70,000-SF. AS EACH

BUILDING HAS AN AREA OF APPROXIMATELY 3,000-SF, THE BUILDINGS COMPLY WITH AREA

REQUIREMENTS.

6. TYPES OF CONSTRUCTION

THE PROJECT SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 6, EXCEPT AS

MODIFIED BY UFC 3-600-01.

CONSTRUCTION CLASSIFICATION AND FIRE-RESISTIVE RATING OF CONSTRUCTION ELEMENTS

THE TWO PUMP STATIONS ARE TYPE II-B IN ACCORDANCE WITH THE IBC.

IBC TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT TYPE II - B NOTES

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS

EXTERIOR 0

INTERIOR 0

NONBEARING WALLS AND PARTITIONS – EXTERIOR - SEE TABLE 602

NONBEARING WALLS AND PARTITIONS – INTERIOR 0

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0

*THESE RATINGS APPLY TO THE BUILDING COMPLEX.

THE CRITERIA IDENTIFIED IN IBC TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR

EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE IS TO BE 0 HOURS, AS UPON

COMPLETION OF WORK FOR THIS PROJECT, WHICH INCLUDES REMOVAL OF BUILDINGS 1490

AND 1528 ADJACENT TO PS-8, AND WITH THE GOVERNMENT’S RELOCATION OF TEMPORARY

STRUCTURES AROUND BOTH PUMP STATIONS, THERE WILL BE NO STRUCTURES WITHIN 10’-0”

OF FIRE SEPARATION DISTANCE FROM THE EXTERIOR WALLS.

S Y

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Virginia Beach, Virginia 23462 Fax: (757) 499-1757

ADVANCED

ENGINEERING

CONSULTANTS

BASE ROADWAY

MCCAWLEY STREET

DEAD

BLDG

EXIT DISCHARGE

PATH

EXIT

DISCHARGE

PATH

BLDB 369

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

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A V

A L

F A

S E

N G

E R

T E

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C O

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A N

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

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F E

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N A

AEC

12857786

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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DSN

1" = 20'-0" A1

PUMP STATION 8 - LIFE SAFETY - SITE PLAN

PLAN

NORTH

KEY PLAN

PS-8

CODE REVIEW (CONT.)

7. FIRE PROTECTION SYSTEMS

BOTH PUMP STATIONS WILL BE PROVIDED WITH A WET PIPE FIRE SUPPRESSION SYSTEM

MEETING THE REQUIREMENTS OF UFC 3-600-01 AND NFPA 13, AS WELL AS A FIRE ALARM

SYSTEM MEETING THE REQUIREMENTS OF UFC 3-600-01 AND NFPA 72.

THE SITES FOR BOTH BUILDINGS ARE PAVED OR CONCRETE, SO THERE IS ALL WEATHER

GROUND ACCESS AVAILABLE AROUND BOTH SITES.

FIRE EXTINGUISHER WILL BE PROVIDED FOR BOTH PUMP STATIONS, AND WILL BE BASED ON

AN ORDINARY HAZARD OCCUPANCY FOR CLASS A FIRES. MAXIMUM TRAVEL DISTANCE TO

THE FIRE EXTINGUISHERS WILL BE 75'-0". FINAL CLASSIFICATION OF EXTINGUISHERS WILL BE

A MINIMUM OF TYPE A:C EXTINGUISHERS.

8. OCCUPANT LOAD AND EGRESS

UFC 3-600-01 REQUIRES THAT THE OCCUPANT LOAD FACTORS BE CALCULATED IN

ACCORDANCE WITH NFPA 101 CHAPTER 7, MEANS OF EGRESS, TABLE 7.3.1.2 OCCUPANT

LOAD FACTOR, WITH MODIFICATIONS AS NOTED IN CHAPTER 10 OF THE UFC.

HOWEVER, AS THE OCCUPANCY CLASSIFICATION FOR THE PUMP STATIONS ARE SPECIAL

INDUSTRIAL OCCUPANCY, WHICH IS INDICATED AS NOT APPLICABLE PER NFPA 101 TABLE

7.3.1.2. HOWEVER, FOR PURPOSES OF OCCUPANT LOAD CALCULATIONS, 38 OCCUPANTS ARE

ALLOWED AS PER NFPA 101 TABLE 7.3.1.2 FOR GENERAL INDUSTRIAL PER PUMP STATION,

BASED OFF TWO FLOORS WITH AN AREA OF 1,826-SF PER FLOOR, MEANING 19 OCCUPANTS

PER FLOOR.

MEANS OF EGRESS SIZING

THE SIZING IS BASED ON NFPA 101 CHAPTER 7, MEANS OF EGRESS, TABLE 7.3.3.1 CAPACITY

FACTORS WHICH IS 0.2 INCHES OF WIDTH / PERSON FOR LEVEL COMPONENTS AND 0.3

INCHES OF WIDTH / PERSON FOR STAIRS. AS STAIRS ARE THE MAIN MEANS OF EGRESS FOR

THIS FACILITY, WILL BASE SIZING ON STAIRS.

NFPA 101 TABLE 7.3.3.1 CAPACITY FACTORS

STAIRWAYS = 0.3 INCHES / PERSON

THERE ARE STAIRS WITH A CLEAR WIDTH OF 36 INCHES WITH AN EXIT CAPACITY OF 106

PERSONS (36”/0.3”/PERSON) PER EXIT DOORWAY. AS THE MAXIMUM CAPACITY IS ONLY TO BE

30 OCCUPANTS FOR EACH OF THESE BUILDINGS (BUILDINGS WILL BE DESIGNED TO HAVE NO

MORE THAN 11 REGULAR OCCUPANTS WITHIN EACH OF THE BUILDINGS), THE BUILDING

EGRESS CAPACITY IS ACCEPTABLE.

NUMBER OF EXITS

THE REQUIRED NUMBER OF EGRESS EXITS OR EXIT ACCESS DOORWAYS FOR LOW HAZARD

IN ACCORDANCE SHALL BE IN ACCORDANCE WITH NFPA 101 CHAPTERS 7, MEANS OF

EGRESS AND 40, INDUSTRIAL OCCUPANCIES.

• THERE WILL TWO MEANS OF EGRESS TO BE PROVIDED FOR EACH LEVEL OF THE

BUILDINGS, WITH TWO EXITS OUT OF THE BUILDING.

THIS BUILDING WILL BE PROVIDED WITH TWO MEANS OF EGRESS FROM THE BUILDING, ONE

LOCATED ON THE SMALL END OF THE BUILDING.

TRAVEL DISTANCE

THE ARRANGEMENT OF THE MEANS OF EGRESS WILL DEPEND ON THE CLASSIFICATION OF

THE OCCUPANCY AND SHALL BE AS FOLLOWS. FOR THE PURPOSES OF THIS ANALYSIS THE

HAZARD CLASSIFICATION IS ASSUMED TO BE LOW.

NFPA 101 CHAPTER 40, INDUSTRIAL OCCUPANCIES:

DEAD-END CORRIDOR – PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM.

• 50-FEET

COMMON PATH OF TRAVEL – PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM.

• 100-FEET

MAXIMUM TRAVEL DISTANCES – PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED

AUTOMATIC SPRINKLER SYSTEM FOR SPECIAL-PURPOSE INDUSTRIAL OCCUPANCY.

• 400-FEET

PLAN

NORTH

0 20'10' 40'

SHEET NOTES

SHEET KEYNOTES#

1 THERE IS NO WATER STORAGE TANK, HAZARDEOUS MATERIAL SPILL

CONTAINMENT TANKS, OR FIRE PUMP TO BE PROVIDED FOR THIS PROJECT.

ALSO, THE BACKFLOW PREVENTER ASSEMBLY IS LOCATED WITHIN THE

BUILDING.

2 FIRE DEPARTMENT VEHICLE ACCESS TO BUILDING EITHER BY TRUCK GOING

DOWN SOUTH SIDE DRY DOCK 8 OR VIA MCCAULEY STREET. FOR

INFORMATION ON FIRE LANES AROUND THE DRY DOCK AND TO THE PUMP

STATION, REFER TO SHEET 2-GC121.

3 FRONTAGE INCREASES ARE NOT APPLICABLE FOR THIS PROJECT.

4 THIS BUILDING IS LOCATED ON A SECURE SITE WITH ACCESS RESTRICTED

BY BADGING INTO TURNSTILES OR MANNED GATES FOR VEHICLES.

1 LOCATION OF EXISTING FIRE HYDRANT FH416.

2 INTENDED ENTRANCE FOR FIRE DEPARTMENT.

3 LOCATION OF FIRE DEPARTMENT CONNECTION FOR THIS BUILDING.

4 COVERAGE FROM FIRE HYDRANT TO ENDPOINT IS 232'-0".

5 COVERAGE FROM FIRE HYDRANT TO ENDPOINT IS 251'-0".

6 SPRINKLER SERVICE WATER ENTRANCE INTO THE BUILDING.

7 FIRE DEPARTMENT VEHICLE ACCESS.

8 APPROXIMATE LOCATION OF FIRE HYDRANT FH415.

9 APPROXIMATE LOCATION OF FIRE HYDRANT FH417.

10 FACP LOCATION, REFER TO 2-GI160 FOR EXACT LOCATION AND ADDITIONAL

INFORMATION ON BUILDING LAYOUT.

11 SEPARATION DISTANCE BETWEEN ASSUMED PROPERTY LINE BETWEEN

CORNER OF PS8 AND CORNER OF BUILDING 545 IS 24'-0" (48'-0" BETWEEN

BUILDINGS). ALLOWABLE WALL OPENINGS FOR PORTIONS OF EITHER

BUILDING LESS THAN 25' FROM PROPERTY LINE IS 45%, BETWEEN 25' TO 30'

IS 70%, AND GREATER THAN 30' IS UNLIMITED. NEITHER OF THESE

BUILDINGS HAVE WALL OPENINGS GREATER THAT 45% IN AREAS OF

CONCERN. ALL OTHER ASSUMED PROPERTY LINE AROUND PS8 IS 30'-0".

S Y

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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

CPT = X'-XX"

LIFE SAFETY LEGEND

TD=72'-4"

0.3

8 15

0.3

TD=83'-6"

CPT=22'-4"

CPT=22'-3"

1,500 SF

I 100

FROM SECOND LEVEL

TD=93'-10"

TD=99'-0"

FACP

FAA

1,500 SF

I 100

CPT=9'-6"

0.3

TO ENTRY LEVEL

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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

S E

N G

E R

T E

M S

C O

M M

A N

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

N A

V A

L S

T A

N O

R F

O L

V A

AS NOTED

E N

A M

T T

E D

ALG

N40085-22-R-2598

C U s e rs

\E ri n C

\D o c u m e n ts

\D R

Y D

-1

-F

-P S

E ri n

C V

E R

.r v t

2-GI150

P D

R Y

D O

C K

A L T

W A

T E

R S

Y S

T E

F O

R C

V N

-7

P U

M P

F E

S A

F E

AEC

12857787

PJB EBC

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL / TLH

1364315

P O

R T

S M

O U

T H

, V

O R

F O

A V

A L

S H

A R

EJA

DSN

SHEET NOTES

SHEET KEYNOTES#

1/8" = 1'-0" B1

PUMP STATION 6 - LIFE SAFETY - FIRST LEVEL

1/8" = 1'-0"

PUMP STATION 6 - LIFE SAFETY - SECOND LEVEL

PLAN

NORTH

KEY PLAN

PS-6

PLAN

NORTH

PLAN

NORTH

1 REFER TO LIFE SAFETY CODE ANALYSIS FOR ADDITIONAL INFORMATION ON

THE CODE REVIEW OF THE PUMP STATION.

2 REFER TO THE ELECTRICAL LIGHTING PLANS FOR LOCATION OF

EMERGENCY LIGHTING FOR THE PUMP STATION.

3 REFER TO THE FIRE ALARM PLANS FOR LOCATION OF INITIATION AND

NOTIFICATION DEVICES.

4' 8' 16'0'

1 FIRE EXTINGUISHER LOCATION. PROVIDE EXTINGUISHERS WITH WALL

BRACKETS FOR MOUNTING.

2 PRIMARY FIRE DEPARTMENT ENTRANCE.

FIRE EXTINGUISHER

POUNDS RATING # OF UNITS

REQUIRED

HOW MANY

UNITS

PROVIDED

MINIMUM

REQUIRED

DISTANCE

5 2A 2 4 75 FT

S Y

M D

E S

C R

I O N

D A

T E

A P

P R

S U

E D

F O

R C

O N

S T

R U

C T

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

CPT = X'-XX"

LIFE SAFETY LEGEND

1,500 SF

I 100

CPT=7'-6"

0.3

TO ENTRY LEVEL TO ENTRY LEVEL

TD=76'-10"

0.3

TD=87'-6"

CPT=20'-6"

CPT=20'-9"

1,500 SF

I 100

FROM SECOND

LEVEL

FROM SECOND LEVEL

TD=96'-9"

TD=93'-6"

1 1

F A

C P

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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

S E

N G

E R

T E

M S

C O

M M

A N

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

E N

E E

G S

Y S

T E

M S

C O

M M

A N

-A T

N A

V A

L S

T A

N O

R F

O L

V A

AS NOTED

E N

A M

T T

E D

ALG

N40085-22-R-2598

C U s e rs

\E ri n C

\D o c u m e n ts

\D R

Y D

-1

-F

-P S

E ri n

C V

E R

.r v t

2-GI160

P D

R Y

D O

C K

A L T

W A

T E

R S

Y S

T E

F O

R C

V N

-7

P U

M P

F E

S A

F E

AEC

12857788

PJB EBC

02/02/2022

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

JTL / TLH

1364315

P O

R T

S M

O U

T H

, V

O R

F O

A V

A L

S H

A R

EJA

DSN

SHEET NOTES

SHEET KEYNOTES#

PLAN

NORTH

KEY PLAN

PS-8

PLAN

NORTH

PLAN

NORTH

1/8" = 1'-0" C1

PUMP STATION 8 - LIFE SAFETY - SECOND LEVEL

1/8" = 1'-0" B1

PUMP STATION 8 - LIFE SAFETY - ENTRY LEVEL

4' 8' 16'0'

1 REFER TO LIFE SAFETY CODE ANALYSIS FOR ADDITIONAL INFORMATION ON

THE CODE REVIEW OF THE PUMP STATION.

2 REFER TO THE ELECTRICAL LIGHTING PLANS FOR LOCATION OF

EMERGENCY LIGHTING FOR THE PUMP STATION.

3 REFER TO THE FIRE ALARM PLANS FOR LOCATION OF INITIATION AND

NOTIFICATION DEVICES.

1 FIRE EXTINGUISHER LOCATION. PROVIDE EXTINGUISHERS WITH WALL

BRACKETS FOR MOUNTING.

2 PRIMARY FIRE DEPARTMENT ENTRANCE.

FIRE EXTINGUISHER

POUNDS RATING # OF UNITS

REQUIRED

HOW MANY

UNITS

PROVIDED

MINIMUM

REQUIRED

DISTANCE

5 2A 2 4 75 FT

S Y

M D

E S

C R

I O N

D A

T E

A P

P R

S U

E D

F O

R C

O N

S T

R U

C T

SSx

SS x SS x

SS x SSx

SSx SSx

SSx SSx SSx SSx

SSx

DI D

W Q

DIDI

W Q

2"SS

2'- 6"

3'- 0"

1'-2

BLDG 369

McCAWLEY STREET

DRY DOCK 8

BLDG 2748

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

T T T T T

T T T

T E

E E E E E

E E T T

T T

E E E

BLDG

PIER 6

BERTH 39

WHARF 7BERTH 42

BLDG 44510

BERTH 41

BERTH 4012

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUG 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

L S

K, V

H, V

D R

Y D

O C

K S

W A

S Y

R C

V N

-7

JTL/TLH

EJA

DSN

1364315

N40085-22-R-2598

DLB

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

02/02/2022

- P R

C T

CLZ MDR MLC

AS NOTED

12857789

2-GC111

/28 /22

NORTH

PLAN

SCALE: 1"=60'

PHASE 2 - PROJECT SITE LIMITS

60' 120'0

1. PUMP STATION 6

2. PUMP STATION 6 GENERATOR AND FUEL TANK

3. PUMP STATION 8

4. PUMP STATION 8 GENERATOR AND FUEL TANK

5. ACCESS TO NORTH FLOOD FLUME IMPROVEMENTS

6. ELECTRIC AND TELECOMMUNICATIONS DUCTBANK

7. LIMITS OF STAGING AND LAYDOWN

8. SALTWATER SUPPLY

9. STOPLOG FRAME AND COVER

10. SOIL STOCKPILE AND STORAGE AREA

11. OFFICE TRAILER LOCATION. ELECTRIC, SEWER, AND

WATER HOOKUPS ARE AVAILABLE.

12. LIMITS OF CONSTRUCTION

X3. CLIN 0005

SHEET KEYNOTES

QWQ

PUMP STATION 8

2'- 6"

3'- 0"

1'- 2"

PIER 6

BERTH 39

WHARF 7BERTH 40

BLDG 369

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 7

6 6

1 1

255.91'

N-

LIG

EX 6" FW

6" FW

EX 6" FW

EX 6"

EX 8" FW

EX 12

" FW

EX 12" FW EX 12" FW EX 12" FW EX 12" FW

EX 6" FW

" F

EX 6" FW

F W

NEW

8" F

EX 8" FW1

EX 6" FW

125.1'

.32'

HITCHCOCK STREET

PS 8

PS 6

" F

BLDG 44510

18'-9 14 "

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUG 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

L S

K, V

H, V

D R

Y D

O C

K S

W A

S Y

R C

V N

-7

JTL/TLH

EJA

DSN

1364315

N40085-22-R-2598

DLB

DEVIN POULIN,

C984 FACILITIES PLANNER, NNSY

02/02/2022

- F

O N

CLZ MDR MLC

AS NOTED

12857790

2-GC121

/28 /22

NORTH

PLAN

SCALE: 1"=60'

PHASE 2 - FIRE PROTECTION SITE PLAN

60' 120'0

1. SEE SHEET 1-C-001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. DIMENSIONS ARE IN SURVEY FEET UNLESS OTHERWISE NOTED.

3. WHERE APPLICABLE, THE FOLLOWING MINIMUM FIRE PROTECTION PROVISIONS HAVE BEEN INCLUDED ON THE LIFE SAFETY SITE PLAN IN

ACCORDANCE WITH UFC 3-600-01, SECTION 1-7.2.4.2:

A. LINE OF ENCROACHMENT IDENTIFYING ASSUMED PROPERTY LINES AND MINIMUM SEPARATION DISTANCES FROM ADJACENT BUILDINGS.

B. BUILDING PERIMETER USED FOR FRONTAGE INCREASES.

C. FIRE DEPARTMENT ACCESS.

D. FIRE LANE WIDTH, MARKING AND LOCATIONS, APPROACH ROADS AND TURN RADIUS AND LOCATION.

E. TYPE AND QUANTITY OF ANTITERRORISM SECURE ACCESS.

F. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO FACILITY.

G. LOCATION OF FIRE DEPARTMENT CONNECTIONS.

H. FIRE HYDRANTS, POST INDICATOR VALVE OR VALVES AND THEIR CONNECTED WATER DISTRIBUTION MAINS SERVING FACILITY.

I. FIRE PUMP ROOM.

J. WATER STORAGE TANKS.

K. HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS.

L. BACKFLOW PREVENTION ASSEMBLY OR ASSEMBLIES SERVING WATER-BASED FIRE PROTECTION SYSTEMS (IF LOCATED OUTSIDE OF BUILDING).

4. THE FOLLOWING REQUIREMENTS HAVE BEEN MET AND ARE INDICATED ON THE LIFE SAFETY SITE PLAN IN ACCORDANCE WITH UFC 3-600-01:

A. FIRE HYDRANTS HAVE BEEN LOCATED IN ACCORDANCE WITH NFPA 24, AND SPACED NOT MORE THAN 300 FEET APART. A MINIMUM OF TWO

HYDRANTS HAVE BEEN PROVIDED SO THAT PROTECTED EXPOSURES CAN BE REACHED THROUGH HOSE RUNS NOT EXCEEDING 300 FEET.

(SECTION 4-16.8.3)

B. AT LEAST ONE HYDRANT HAS BEEN LOCATED WITHIN 150 FEET OF THE FIRE DEPARTMENT CONNECTION. (SECTION 9-3.5.8.4) C. HYDRANTS LOCATED ADJACENT TO PARKING AREAS, VEHICLE TRAFFIC AREAS, OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE, ARE

PROTECTED BY BOLLARDS. THE BOLLARDS ARE LOCATED SO THEY ARE NOT DIRECTLY IN FRONT OF AN OUTLET. THE BOLLARDS ALLOW CLEARANCE TO ATTACH HOSES, ALLOW FOR THE REMOVAL OF THE HYDRANT CAPS, AND FOR THE HYDRANT TO BE OPENED AND CLOSED

WITHOUT OBSTRUCTIONS. (SECTION 9-3.5.9)

SHEET NOTESSHEET KEYNOTES

1. FIRE DEPARTMENT VEHICLE ROUTE WITH FIRE LANE

PAVEMENT MARKINGS, SEE DETAIL A1/1-CS502

2. FIRE DEPARTMENT BUILDING ENTRANCE

3. WALL MOUNTED FIRE DEPARTMENT CONNECTION

4. 6" GATE VALVE

5. FIRE HYDRANT

6. EXISTING FIRE HYDRANT

7. FIRE DEPARTMENT VEHICLE ACCESS

8. 12" GATE VALVE

9. 6" FIRE SERVICE TO PUMP STATION

2-G-030 - COVER SHEET

2-G-031 - INDEX OF DRAWINGS - VOLUME 3 OF 4

2-GD150 - BUILDING 828 - DEMOLITION PLANS & SECTION

2-GD160 - BUILDING 829 - DEMOLITION PLANS & SECTION

2-GI050 - PUMP STATION 6 - LIFE SAFETY CODE ANALYSIS

2-GI060 - PUMP STATION 8 - LIFE SAFETY CODE ANALYSIS

2-GI150 - PUMP STATION 6 - LIFE SAFETY PLAN

2-GI160 - PUMP STATION 8 - LIFE SAFETY PLAN

2-GC111 - PHASE 2 - PROJECT SITE LIMITS

2-GC121 - PHASE 2 - FIRE PROTECTION SITE PLAN

2022-02-25T08:04:42-0500

2022-02-25T08:04:51-0500

2022-02-25T08:05:02-0500

2022-02-25T08:05:21-0500

2022-02-25T10:33:40-0500

2022-02-25T10:33:51-0500

2022-02-25T10:34:04-0500

2022-02-25T10:34:14-0500

2022-02-25T10:34:15-0500

2022-02-25T13:26:29-0500

2022-02-25T13:26:35-0500

2022-02-25T13:26:47-0500

2022-02-25T13:26:59-0500

2022-02-28T07:39:11-0500

2022-02-28T07:39:44-0500

2022-02-28T07:40:04-0500

2022-02-28T07:40:22-0500

2022-02-28T08:39:01-0500

2022-02-28T08:39:32-0500

2022-02-28T08:40:07-0500

2022-02-28T08:40:23-0500

	2022-03-15T23:15:00-0400
James E. Donahue, R.A.
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:15:19-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:15:19-0400
James E. Donahue, R.A.
I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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	2022-03-15T23:17:00-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:17:23-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:17:24-0400
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	2022-03-15T23:17:25-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:17:51-0400
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I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed.

	2022-03-15T23:18:13-0400
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File details come from the government source that posted it. Updated Mar 31, 2022.