1614700dwg01of22GENERAL.pdf
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SHEET OF
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CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
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N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
SCALE: 1" = 200'
LOCATION MAP - ECF
CUTLER, ME
LOCATION MAP - OVERALL SITE
SCALE: 1" = 4000'
C O
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JSK JSK TCW
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SUBMISSION: FINAL DESIGN
P-347 PERIMETER SECURITY IMPROVEMENTS
1 358
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DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
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SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A P
P R
D A
T E
D E
S C
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N S
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1614700
CRH/LAF
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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
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P-347 SHEET INDEX
JSK JSK TCW
G-002
NAMENO. NO. NAME TITLE
NO. NAME TITLE
CS303
CS302
CS301
CS202
CS201
CS111
CS110
CS109
CS108
CS107
CS106
CS105
CS104
CS103
CS102
CS101
CS100
CS001
CD104
CD103
CD102
CD101
CD100
CD001
CA601
CA600
CA111
CA110
CA109
CA108
CA107
CA106
CA105
CA104
CA103
CA102
CA101
CA100
C-001
VF112
VF111
VF110
VF109
VF108
VF107
VF106
VF105
VF104
VF103
VF102
VF101
VF100
V-001
B-600
B-502
B-501
B-500
B-201
B-100
H-102
H-101
GC500
GC109
GC108
GC107
GC106
GC105
GC104
GC103
GC102
GC101
GC100
GC002
GC001
GI102
GI101
GI003
GI002
GI001
G-004
G-003
G-002
G-001
TITLENAVFAC NO. NAVFAC NO. NAVFAC NO.
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
PROFILE
PROFILE
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
SITE LAYOUT PLAN
OVERALL SITE LAYOUT PLAN
SITE LAYOUT LEGEND AND NOTES
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
DEMOLITION PLAN
OVERALL DEMOLITION PLAN
DEMOLITION LEGEND AND NOTES
ECF FENCE ALIGNMENT DATA SHEET SCHEDULE
ECF ROADWAY ALIGNMENT DATA SHEET SCHEDULE
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET
ALIGNMENT DATA SHEET KEY PLAN
CIVIL LEGEND AND ABBREVIATIONS
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
OVERALL EXISTING CONDITIONS PLAN
EXISTING CONDITIONS LEGEND AND NOTES
BORING LOG SCHEDULE
BORING LOGS
BORING LOGS
BORING LOGS
OVEREXCAVATION/UNDERCUT PLAN - B129 (VCC)
BORING LOCATION PLAN
BLDG 130 - FLOOR PLAN - HAZMAT REMOVAL
BLDG 129 - VISITOR CONTROL CENTER - FLOOR PLAN - HAZMAT REMOVAL
MAINTENANCE OF TRAFFIC DETAILS
MAINTENANCE OF TRAFFIC - PHASE 3
MAINTENANCE OF TRAFFIC - PHASE 3
MAINTENANCE OF TRAFFIC - PHASE 3
MAINTENANCE OF TRAFFIC - PHASE 2
MAINTENANCE OF TRAFFIC - PHASE 2
MAINTENANCE OF TRAFFIC - PHASE 2
MAINTENANCE OF TRAFFIC - PHASE 1
MAINTENANCE OF TRAFFIC - PHASE 1
MAINTENANCE OF TRAFFIC - PHASE 1
OVERALL MAINTENANCE OF TRAFFIC PLAN
MAINTENANCE OF TRAFFIC AND SIGN LEGEND
MAINTENANCE OF TRAFFIC - GENERAL NOTES & SEQUENCE OF CONSTRUCTION
LIFE SAFETY PLAN - INSPECTION STATION
LIFE SAFETY PLAN - VISITOR CONTROL CENTER
CODE COMPLIANCE SITE PLAN
BUILDING CODE/LIFE SAFETY ANALYSIS AND LEGEND - INSPECTION STATION
BUILDING CODE/LIFE SAFETY ANALYSIS AND LEGEND - VISITOR CONTROL CENTER
CIVIL GENERAL NOTES
SHEET INDEX
SHEET INDEX
COVER SHEET
12880865
12880864
12880863
12880862
12880861
12880860
12880859
12880858
12880857
12880856
12880855
12880854
12880853
12880852
12880851
12880850
12880849
12880848
12880847
12880846
12880845
12880844
12880843
12880842
12880841
12880840
12880839
12880838
12880837
12880836
12880835
12880834
12880833
12880832
12880831
12880830
12880829
12880828
12880827
12880826
12880825
12880824
12880823
12880822
12880821
12880820
12880819
12880818
12880817
12880816
12880815
12880814
12880813
12880812
12880811
12880810
12880809
12880808
12880807
12880806
12880805
12880804
12880803
12880802
12880801
12880800
12880799
12880798
12880797
12880796
12880795
12880794
12880793
12880792
12880791
12880790
12880789
12880788
12880787
12880786
12880785
12880784
12880783
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 2
EROSION AND SEDIMENT CONTROL PLAN PHASE 2
EROSION AND SEDIMENT CONTROL PLAN PHASE 2
OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 2
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 1
CONSTRUCTION
EROSION AND SEDIMENT CONTROL GENERAL NOTES AND SEQUENCE OF
EROSION AND SEDIMENT CONTROL GENERAL NOTES
UTILITY DETAILS
UTILITY DETAILS
UTILITY DETAILS
UTILITY PROFILES
UTILITY SITE PLAN
OVERALL UTILITY PLAN
ENTRANCE SIGN DETAIL
SIGNS AND PAVEMENT MARKING DETAILS
SAFETY SCHEME DETAIL PLAN
SAFETY SCHEME DETAIL PLAN
SIGNS AND PAVEMENT MARKINGS PLAN
SIGNS AND PAVEMENT MARKINGS PLAN
OVERALL SIGNS AND PAVEMENT MARKINGS PLAN
SIGN AND PAVEMENT MARKING LEGEND
DRAINAGE SCHEDULE
DRAINAGE SCHEDULE
DRAINAGE SCHEDULE
DRAINAGE SCHEDULE
ROADWAY SCHEDULE
STORMWATER MANAGEMENT DETAILS
STORMWATER MANAGEMENT DETAILS
DRAINAGE DETAILS
DRAINAGE DETAILS
DRAINAGE DETAILS
DRAINAGE DETAILS
GRADING PLAN LARGE SCALE VIEW - GUARD AND TRUCK INSPECTION OFFICE
GRADING PLAN LARGE SCALE VIEW - PARKING LOT
DRAINAGE PLAN LARGE SCALE VIEW - ECF FOUNDATION AND CANOPY UNDERDRAIN
DRAINAGE PLAN LARGE SCALE VIEW - VCC FOUNDATION DRAIN
DRAINAGE PROFILES
DRAINAGE PROFILES
DRAINAGE PLAN
DRAINAGE PLAN
DRAINAGE PLAN
DRAINAGE PLAN
OVERALL DRAINAGE PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
OVERALL GRADING PLAN
FENCING SCHEDULE
CRASH BEAM DETAILS
CRASH BEAM DETAILS
BOLLARD DETAILS
PASSIVE VEHICLE CABLE BARRIER DETAILS
PASSIVE VEHICLE CABLE BARRIER DETAILS
PASSIVE VEHICLE CABLE BARRIER DETAILS
PASSIVE VEHICLE CABLE BARRIER DETAILS
PASSIVE VEHICLE CABLE BARRIER DETAILS
SLIDING GATE DETAILS
SWING GATE DETAILS
FENCING DETAILS
FENCING DETAILS
FENCING DETAILS
GUARDRAIL DETAILS
GUARDRAIL DETAILS
GUARDRAIL DETAILS
GUARDRAIL DETAILS
SITE LAYOUT DETAILS
SITE LAYOUT DETAILS
ID CHECK AREA ENLARGED SITE PLAN
ID CHECK AREA ENLARGED SITE PLAN
PASS AND IDENTIFICATION OFFICE AREA ENLARGED SITE PLAN
PAVEMENT JOINT DETAILS
PAVEMENT DETAILS
TYPICAL SECTIONS
TYPICAL SECTIONS
TYPICAL SECTIONS
CE110
CE109
CE108
CE107
CE106
CE105
CE104
CE103
CE102
CE101
CE100
CE002
CE001
CU503
CU502
CU501
CU200
CU101
CU100
CM501
CM500
CM401
CM400
CM102
CM101
CM100
CM001
CG604
CG603
CG602
CG601
CG600
CG505
CG504
CG503
CG502
CG501
CG500
CG403
CG402
CG401
CG400
CG201
CG200
CG109
CG108
CG107
CG106
CG105
CG104
CG103
CG102
CG101
CG100
CS600
CS518
CS517
CS516
CS515
CS514
CS513
CS512
CS511
CS510
CS509
CS508
CS507
CS506
CS505
CS504
CS503
CS502
CS501
CS500
CS402
CS401
CS400
CS308
CS307
CS306
CS305
CS304
12880947
12880946
12880945
12880944
12880943
12880942
12880941
12880940
12880939
12880938
12880937
12880936
12880935
12880934
12880933
12880932
12880931
12880930
12880929
12880928
12880927
12880926
12880925
12880924
12880923
12880922
12880921
12880920
12880919
12880918
12880917
12880916
12880915
12880914
12880913
12880912
12880911
12880910
12880909
12880908
12880907
12880906
12880905
12880904
12880903
12880902
12880901
12880900
12880899
12880898
12880897
12880896
12880895
12880894
12880893
12880892
12880891
12880890
12880889
12880888
12880887
12880886
12880885
12880884
12880883
12880882
12880881
12880880
12880879
12880878
12880877
12880876
12880875
12880874
12880873
12880872
12880871
12880870
12880869
12880868
12880867
12880866
INSPECTION STATION - BUILDING ELEVATIONS
VISITOR CONTROL CENTER - EXTERIOR ELEVATIONS
POV AND CVIS CANOPIES - ROOF PLAN
INSPECTION STATION - ROOF PLAN
VISITOR CONTROL CENTER - ROOF PLAN
POV AND CVIS CANOPIES - REFLECTED CEILING PLAN
INSPECTION STATION - REFLECTED CEILING PLAN
VISITOR CONTROL CENTER - REFLECTED CEILING PLAN
INSPECTION STATION - OVERALL FLOOR PLAN
VISITOR CONTROL CENTER - FLOOR PLAN
BUILDING 130 - DEMOLITION PLANS AND ELEVATIONS
AND WALL SECTION
VISITOR CONTROL CENTER - DEMOLITION FLOOR PLAN, REFLECTED CEILING PLAN
INSPECTION STATION - AIR BARRIER
SYMBOLS AND ABBREVIATIONS
GENERAL PROJECT NOTES, GOVERNING REGULATIONS, MATERIALS LEGEND,
TRUSS DIAGRAMS - POV AND CVIS CANOPIES
TRUSS DIAGRAMS - INSPECTION STATION
TRUSS DIAGRAMS - VISITOR CONTROL CENTER
TYPICAL DETAILS
TYPICAL DETAILS
TYPICAL DETAILS
FRAMING SECTIONS - POV AND CVIS CANOPIES
FRAMING SECTIONS - INSPECTION STATION
FRAMING SECTIONS - VISITOR CONTROL CENTER
FOUNDATION SECTIONS - INSPECTION STATION, POV AND CVIS CANOPIES
FOUNDATION SECTIONS - INSPECTION STATION, POV AND CVIS CANOPIES
FOUNDATION SECTIONS - INSPECTION STATION, POV AND CVIS CANOPIES
FOUNDATION SECTIONS - VISITOR CONTROL CENTER
CANOPY FRAMING PLAN - POV AND CVIS CANOPIES
ROOF FRAMING PLAN - INSPECTION STATION
ROOF FRAMING PLAN - VISITOR CONTROL CENTER
FOUNDATION PLAN - INSPECTION STATION, POV AND CVIS CANOPIES
FOUNDATION PLAN - VISITOR CONTROL CENTER
GENERAL NOTES
GENERAL NOTES
GENERAL NOTES
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET
ENVIRONMENTAL FEATURES SHEET KEY PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
OVERALL LANDSCAPE PLAN
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET
WETLAND IMPACT SHEET KEY PLAN
EROSION AND SEDIMENT CONTROL DETAILS
EROSION AND SEDIMENT CONTROL PLAN PHASE 4
EROSION AND SEDIMENT CONTROL PLAN PHASE 4
OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 4
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
12881028
12881027
12881026
12881025
12881024
12881023
12881022
12881021
12881020
12881019
12881018
12881017
12881016
12881015
12881014
12881013
12881012
12881011
12881010
12881009
12881008
12881007
12881006
12881005
12881004
12881003
12881002
12881001
12881000
12880999
12880998
12880997
12880996
12880995
12880994
12880993
12880992
12880991
12880990
12880989
12880988
12880987
12880986
12880985
12880984
12880983
12880982
12880981
12880980
12880979
12880978
12880977
12880976
12880975
12880974
12880973
12880972
12880971
12880970
12880969
12880968
12880967
12880966
12880965
12880964
12880963
12880962
12880961
12880960
12880959
12880958
12880957
12880956
12880955
12880954
12880953
12880952
12880951
12880950
12880949
12880948
A-202
A-201
A-108
A-107
A-106
A-105
A-104
A-103
A-102
A-101
AD102
AD101
A-002
A-001
S-512
S-511
S-510
S-503
S-502
S-501
S-312
S-311
S-310
S-304
S-303
S-302
S-301
S-105
S-104
S-103
S-102
S-101
S-003
S-002
S-001
XX110
XX109
XX108
XX107
XX106
XX105
XX104
XX103
XX102
XX101
XX100
LP112
LP111
LP110
LP109
LP108
LP107
LP106
LP105
LP104
LP103
LP102
LP101
LP100
CX110
CX109
CX108
CX107
CX106
CX105
CX104
CX103
CX102
CX101
CX100
CE500
CE120
CE119
CE118
CE117
CE116
CE115
CE114
CE113
CE112
CE111
2 358
12880784
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DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
1614700
CRH/LAF
IM
P
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M E
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P -3
P
E R
IM
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E R S
E C
U R
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Y
EJA
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F
M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w
D o c u m e n t s
P r o je c t s
C A
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P L
E E
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G F
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AS NOTED
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PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
S H
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G-003
NAME TITLENO. NO. NAME TITLENAVFAC NO. NAVFAC NO.
12881110
12881109
12881108
12881107
12881106
12881105
12881104
12881103
12881102
12881101
12881100
12881099
12881098
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12881093
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12881051
12881050
12881049
12881048
12881047
12881046
12881045
12881044
12881043
12881042
12881041
12881040
12881039
12881038
12881037
12881036
12881035
12881034
12881033
12881032
12881031
12881030
12881029
P-347 SHEET INDEX
JSK JSK TCW
LIGHTNING PROTECTION DETAILS
INSPECTION STATION, POV, AND CVIS ROOF PLAN - LIGHTNING PROTECTION
VISITORS CONTROL CENTER ROOF PLAN - LIGHTNING PROTECTION
LIGHTING DETAILS
LIGHTING DETAILS
LIGHTING FIXTURE SCHEDULE AND DETAILS
INSPECTION STATION, POV, AND CVIS CANOPIES FLOOR PLAN - ELECTRICAL LIGHTING
VISITORS CONTROL CENTER FLOOR PLAN - ELECTRICAL LIGHTING
SITE PLAN - ELECTRICAL POWER
SITE PLAN - ELECTRICAL LIGHTING
BUILDING 130 - ELECTRICAL DEMOLITION
VISITORS CENTER FLOOR PLAN - ELECTRICAL DEMOLITION
SITE PLAN - ELECTRICAL DEMOLITION
LEGEND, NOTES, AND ABBREVIATIONS
INSPECTION STATION - MECHANICAL ISOMETRIC
VISITOR CONTROL CENTER - MECHANICAL ISOMETRIC
MECHANICAL CONTROLS
MECHANICAL CONTROLS
MECHANICAL CONTROLS
MECHANICAL SCHEDULES
MECHANICAL SCHEDULES
MECHANICAL DETAILS
MECHANICAL DETAILS
MECHANICAL DETAILS
VISITOR CONTROL CENTER - ENLARGED MECHANICAL PLANS
INSPECTION STATION - MECHANICAL SECTIONS
VISITOR CONTROL CENTER - MECHANICAL SECTIONS
VISITOR CONTROL CENTER - MECHANICAL SECTIONS
VISITOR CONTROL CENTER - MECHANICAL SECTIONS
INSPECTION STATION - FLOOR PLAN - MECHANICAL HVAC
VISITOR CONTROL CENTER - FLOOR PLAN AREA B - MECHANICAL HVAC
VISITOR CONTROL CENTER - FLOOR PLAN AREA A - MECHANICAL HVAC
BUILDING 130 - FLOOR PLAN - DEMOLITION
VISITOR CONTROL CENTER - FLOOR PLAN - DEMOLITION
MECHANICAL CRITERIA, CODES AND STANDARDS
MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING ISOMETRICS
PLUMBING SCHEDULES
PLUMBING SCHEDULES
PLUMBING DETAILS
PLUMBING DETAILS
PLUMBING DETAILS
FLOOR PLAN PLUMBING - INSPECTION STATION - DOMESTIC WATER
FLOOR PLAN PLUMBING - INSPECTION STATION - SANITARY
FLOOR PLAN PLUMBING - VISITOR CONTROL CENTER - DOMESTIC WATER
FLOOR PLAN PLUMBING - VISITOR CONTROL CENTER - SANITARY
FLOOR PLAN PLUMBING - VISITOR CONTROL CENTER - DEMOLITION
PLUMBING LEGENDS, NOTES, AND ABBREVIATIONS
FIRE ALARM DETAILS
FIRE ALARM DETAILS
FIRE ALARM PLAN - INSPECTION CENTER
FIRE ALARM PLAN - VISITOR CONTROL CENTER
FIRE ALARM DEMOLITION PLANS
FIRE ALARM GENERAL NOTES AND LEGEND
INSPECTION STATION - FF&E PLAN
VISITOR CONTROL CENTER - FF&E PLAN
SIGNAGE TYPICAL DETAILS
INSPECTION STATION - SIGNAGE PLAN
VISITOR CONTROL CENTER - SIGNAGE PLAN
INSPECTION STATION - FINISH PLAN
VISITOR CONTROL CENTER - FINISH PLAN
INSPECTION STATION - FINISH SCHEDULE AND FINISH LEGEND
VISITOR CONTROL CENTER - FINISH SCHEDULE AND FINISH LEGEND
INSPECTION STATION WINDOW SCHEDULE AND DETAILS
INSPECTION STATION DOOR SCHEDULE AND DETAILS
VISITOR CONTROL CENTER - DOOR AND WINDOW SCHEDULE AND DETAILS
VISITOR CONTROL CENTER - EXTERIOR DETAILS
INSPECTION STATION - EXTERIOR DETAILS
INSPECTION STATION - EXTERIOR DETAILS
INSPECTION STATION - EXTERIOR DETAILS
CASEWORK SECTIONS
VISITOR CONTROL CENTER - ENLARGED PLANS AND INTERIOR ELEVATIONS
INSPECTION STATION - ENLARGED PLANS, ELEVATIONS, AND DETAILS
ACCESSORIES
VISITOR CONTROL CENTER - ENLARGED PLANS, ELEVATIONS, AND TOILET
POV AND CVIS CANOPIES - WALL SECTIONS
INSPECTION STATION - WALL SECTIONS
VISITOR CONTROL CENTER - WALL SECTIONS
POV AND CVIS CANOPY SECTIONS
INSPECTION STATION - BUILDING SECTIONS
VISITOR CONTROL CENTER - BUILDING SECTIONS
AUDIOVISUAL - WAITING AND SERVICE AREAS ENLARGED PLANS AND ELEVATIONS
SECURITY CCTV RISER DIAGRAMS
ACTIVE VEHICLE BARRIER DETAILS
SECURITY DETAILS
SECURITY DETAILS
SECURITY DETAILS
SECURITY DIAGRAMS AND DETAILS
SECURITY DIAGRAMS
(ESS)
INSPECTION STATION, POV, AND CVIS FLOOR PLAN - ELECTRONIC SECURITY SYSTEM
VISITORS CONTROL CENTER FLOOR PLAN - ELECTRONIC SECURITY SYSTEM (ESS)
ELECTRONIC SECURITY SYSTEM (ESS) LEGEND, NOTES, AND ABBREVIATIONS
TELECOMMUNICATIONS VOICE AND DATA BACKBONE ELEVATION DETAILS
TELECOMMUNICATIONS DETAILS
TELECOMMUNICATIONS DETAILS
INSPECTION STATION, POV, AND CVIS FLOOR PLAN - TELECOMMUNICATIONS
VISITORS CONTROL CENTER FLOOR PLAN - TELECOMMUNICATIONS
SECURITY
BUILDING 103 SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT (OSP) AND
SECURITY
BUILDING 100 SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT (OSP) AND
SECURITY
HELIX HOUSES SITE PLANS - TELECOMMUNICATIONS OUTSIDE PLANT (OSP) AND
AND SECURITY
ENTRY CONTROL FACILITY SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
OVERALL SITE PLAN - TELECOMMUNICATIONS OUTSIDE PLANT (OSP) AND SECURITY
TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS
POWER RISER DIAGRAM
PANELBOARD SCHEDULES
PANELBOARD SCHEDULES
POWER DETAILS
POWER DETAILS
INSPECTION STATION, POV, AND CVIS FLOOR PLAN - ELECTRICAL POWER
VISITORS CONTROL CENTER FLOOR PLAN - ELECTRICAL POWER
GROUNDING RISER DIAGRAM
EG501
EG102
EG101
EL503
EL502
EL501
EL102
EL101
ES102
ES101
ED103
ED102
ED101
E-001
M-902
M-901
M-803
M-802
M-801
M-602
M-601
M-503
M-502
M-501
M-401
M-304
M-303
M-302
M-301
M-103
M-102
M-101
MD102
MD101
M-002
M-001
P-903
P-902
P-901
P-602
P-601
P-503
P-502
P-501
P-104
P-103
P-102
P-101
PD101
P-001
FA502
FA501
FA102
FA101
FD101
FA001
I-102
I-101
A-707
A-706
A-705
A-704
A-703
A-702
A-701
A-603
A-602
A-601
A-504
A-503
A-502
A-501
A-404
A-403
A-402
A-401
A-306
A-305
A-304
A-303
A-302
A-301
TA101
TY507
TY506
TY505
TY504
TY503
TY502
TY501
TY102
TY101
TY001
TN503
TN502
TN501
TN102
TN101
TS105
TS104
TS103
TS102
TS101
TN001
EP701
EP602
EP601
EP502
EP501
EP102
EP101
EG701
12881140
12881139
12881138
12881137
12881136
12881135
12881134
12881133
12881132
12881131
12881130
12881129
12881128
12881127
12881126
12881125
12881124
12881123
12881122
12881121
12881120
12881119
12881118
12881117
12881116
12881115
12881114
12881113
12881112
12881111
3 358
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DRAWFORM REVISION: 25 AUGUST 2020
SCALE:
EPROJECT NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
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N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
G-004
G E
N E
R
O
T E
S
JSK JSK TCC
GENERAL SITE NOTES:
GENERAL REQUIREMENTS (ALL GROUND GRID INTERACTIONS)
PROCEDURES FOR EXCAVATING IN AREAS OF GROUND GRID
CONNECTING LEADS TO SUITABLE GROUNDING SYSTEM.
ADJACENT SECTION OF CONSTRUCTION (IE WHERE A DUCTBANK INTERSECTS A REBAR DISCONTINUOUS MANHOLE) OR AFTER FOUNDATIONS ARE BACKFILLED BEFORE TO ELIMINATE THE POTENTIAL FOR CURRENT TRAVELLING THROUGH THE REBAR, THE CONTRACTOR MAY WAIT UNTIL SUCH TIME AS REBAR IS DISCONTINUOUS WITH AN *
GROUNDING OF METAL INSTALLATIONS INCLUDING FENCES, POLES, AND SIMILAR
1.
LOCKS.
ALL GATES REQUIRE A GROUND JUMPER WIRE AROUND ALL HINGES. LOCK PLATES EITHER NEED TO BE ELECTRICALLY ISOLATED OR JUMPERS INSTALLED ACROSS THE 5.
SECURITY CABLES WILL BE GROUNDED ON BOTH ENDS.4.
FENCING INSIDE THE ARRAYS AND BOWTIE AREAS ARE TO BE GROUNDED BY AN EXOTHERMIC WELDED 4 OR 6 GAUGE WIRE TO THE GROUND GRID.3.
ROD. THE FENCING WILL REQUIRE GROUNDING THAT IS ENGINEERED WITH THE POTENTIALS FROM THE RF POWER LEVELS OF THE ARRAYS TAKEN INTO CONSIDERATION.
FENCING OUTSIDE THE ARRAYS WILL NOT BE CONNECTED TO THE EXISTING GROUND GRID. EVERY POLE IS TO BE GROUNDED WITH A 4 OR 6 GAUGE WIRE AND A GROUND 2.
ANY METAL PERMANENTLY INSTALLED ON SITE, SUCH AS A FENCE IS TO BE GROUNDED TO A SUITABLE GROUNDING SYSTEM.
MISSION APPROVALS AS EXPLAINED IN “PROCEDURES FOR EXCAVATING IN AREAS OF GROUNDING GRID” STILL APPLY. *
PERMANENT ALTERATIONS TO THE GROUND GRID
BEING EXTENDED.
NEW GROUND GRID TO BE CONNECTED TO EXISTING GRID AT PERIMETER OF DISTURBANCE WITH EXOTHERMIC WELD WITH SAME GAUGE AS THE SPECIFIC SECTION B.
ALL AFFECTED GROUND GRID IS TO BE REPLACED WITH NEW GROUND GRID A MINIMUM OF 12” BELOW FINISH ELEVATION OF WATER BODY BASE AND EDGES.A.
FOR RETENTION PONDS AND SIMILAR PROJECTS:3.
CONTINUOUS CIRCUIT.
EXISTING GROUND GRID LOCATED BELOW NEW FOOTINGS/FOUNDATION/SLAB LOCATIONS WILL BE REROUTED AROUND NEW CONSTRUCTION TO MAINTAIN A C.
ENGINEERED AND CONSTRUCTED TO PROVIDE SUFFICIENT GROUNDING OF REBAR EXPOSED TO THE RF POWER LEVELS OF THE ARRAYS.B.
GROUND BUSS AROUND EXISTING BUILDINGS IS A CONTINUOUS 1/0 COPPER WIRE. NEW STRUCTURES MUST MATCH THIS DETAIL.A.
FOR NEW STRUCTURES WITH FOUNDATIONS/SLABS:2.
ANY REBAR USED ON SITE IS TO BE CONNECTED TO THE SUITABLE GROUNDING SYSTEM.1.
OR REPLACED WITH COPPER TO MATCH EXISTING WIRE SIZE FOR THAT LOCATION.
ACCEPTABLE. NOTE THAT DIFFERENT GROUNDING GRID WIRE SIZES MAY BE ENCOUNTERED AND GROUNDING GRID WIRES MUST BE PUT BACK IN SAME LOCATION EXOTHERMIC WELD GRID PIECES BACK IN ORIGINAL LOCATION AND ATTACHED TO ORIGINAL CONDUCTOR. SPLICING IN ADDITIONAL WIRES TO ORIGINAL WIRE IS B.
UNCOVER CUT ENDSA.
RESTORING GROUND GRID (MUST ONLY BE PERFORMED DURING MISSION DOWNTIME):4.
CONNECTIONS TO REBAR GROUND LEADS MUST NOT BE MADE TO SUITABLE GROUNDING SYSTEM WHILE MISSION IS OPERATING.b.
TO SHALLOW GRID.
USE LOW GROUND PRESSURE EQUIPMENT OR ENSURE GRID IS REMOVED BEYOND THE LIMITS OF CONSTRUCTION EQUIPMENT TRAVEL TO PREVENT DAMAGE a.
PERFORM THE CONTRACT WORKA.
NEW CONSTRUCTION (MAY BE PERFORMED DURING MISSION OPERATION ONCE GROUND GRID IS SECURED):3.
THE COR MUST BE PERFORMED. ADDITIONAL GROUND GRID MUST NOT BE REMOVED WITHOUT DET CUTLER APPROVAL RECEIVED VIA THE COR.
CUTTING AND EXOTHERMIC WELDING CAN BE COMPLETED ON ADJACENT SECTIONS DURING MISSION DOWN TIMES. ONLY APPROVED CUTTING AS SUBMITTED TO NOTE THE AREA CLEARED OF GROUND GRID MUST BE BASED ON CONTRACTOR ESTIMATED PRODUCTION OPERATIONS BETWEEN DOWN DAYS AND SO THAT BOTH D.
THE WORK AREA TO PROTECT IT FROM DAMAGE DURING WORK. SPLICING IN ADDITIONAL WIRE TO RECONNECT TO ORIGINAL WIRE IS ACCEPTABLE.
LABEL CUT SECTION TO ENSURE IT CAN BE PLACED BACK IN ITS ORIGINAL LOCATION AND ATTACHED TO ORIGINAL CONDUCTOR, THEN RELOCATE IT AWAY FROM C.
SURFACE FOR FUTURE LOCATING. ALTERNATIVELY, CONTRACTOR MAY UTILIZE INSULATED MATS WITH A MINIMUM RATING OF 600 V.
MARK CUT END WITH NYLON STRING OR OTHER MEANS TO RECOVER CUT END AND COVER WITH SOIL (MIN 8”) WITH STRING OR OTHER MEANS EXPOSED TO B.
CUT GRID ON BOTH SIDES OF WORK AREA WITH SUFFICIENT CLEARANCE TO WORK AREA.A.
CUTTING GROUND GRID (MUST ONLY BE PERFORMED WHEN MISSION IS OFFLINE):2.
SIZES MAY BE ENCOUNTERED.
GRID MUST NOT BE CUT, HANDLED, OR EXOTHERMIC WELDED BACK TOGETHER WHEN MISSION IS OPERATING. NOTE THAT DIFFERENT GROUNDING GRID WIRE C.
GRID SHOULD BE EXPOSED IN AN AREA LARGER THAN THAT REQUIRED FOR THE INTENDED WORK.B.
ENCOUNTERED, IT SHOULD BE FLAGGED AND AVOIDED UNTIL THE MISSION IS OFFLINE.
REQUIREMENTS TO HAND DIG WITHIN 3’ OF ANY UTILITY. CARE SHOULD BE TAKEN NOT TO BREAK THE GROUND GRID. IF A BREAKS IN THE GROUND GRID ARE THE GROUND GRID IS SHALLOW AND ONCE LOCATED SHOULD BE EXPOSED USING NON-CONDUCTIVE HAND TOOLS IN ACCORDANCE WITH CONTRACT A.
LOCATING AND EXPOSING GROUNDING GRID (MAY BE PERFORMED DURING MISSION OPERATION):1.
DIRECTED.
GROUND DISTURBING ACTIVITIES, ALL WORK IN THE IMMEDIATE AREA MUST STOP, THE CONTRACTOR MUST NOTIFY THE COR, AND WORK MUST NOT BE RESUMED UNTIL SO EXCAVATION IS OUTSIDE OF IDENTIFIED AREAS OF ARCHAEOLOGICAL SENSITIVITY. IN THE EVENT A POTENTIAL ARCHAEOLOGICAL RESOURCE IS ENCOUNTERED DURING 36.
FEET IF PARALLEL WITHIN 5 FEET OF THE EXCAVATION.
PERFORMED USING WOOD- OR FIBERGLASS-HANDLED TOOLS. IF CONSTRUCTION IS PARALLEL TO AN EXISTING UTILITY, EXPOSE THE UTILITY BY HAND DIGGING EVERY 100
ANY REBAR IS TO BE PROVIDED WITH A SUITABLE COPPER PIGTAIL AND BE EXOTHERMICALLY WELDED TO A SUITABLE GROUNDING SYSTEM BASED ON LOCATION.5.
1.
WHERE SPLICING OCCURS, SPLICE MATERIAL TO MATCH GAUGE OF EXISTING.7.
ANY WORK NOT SPECIFICALLY DESCRIBED IN THIS DOCUMENT MUST BE REVIEWED WITH THE COR TO DETERMINE REQUIRED APPROVALS.6.
NOTE THAT THE GROUND GRID VARIES IN SIZE AND ANY REPAIRS MADE SHOULD BE THE SAME GAUGE AS THE SPECIFIC WIRE BEING REPAIRED.4.
BE CUT WITHOUT MISSION APPROVAL RECEIVED VIA THE COR.
DRAWING WHAT GROUND GRID HAS BEEN LOCATED IN THE AREA OF WORK AND ALL PLANNED ACTIVITIES INVOLVING INTERACTION WITH THE GROUND GRID. NO GRID MAY A MINIMUM OF TEN DAYS PRIOR TO PLANNED ACTIVITIES THAT INVOLVE THE GROUND GRID, SUBMIT TO THE COR A DETAILED WORK PLAN WHICH ALSO INDICATES ON A 3.
CONTRACT DOCUMENTS IS TO BE ADHERED TO. THIS INCLUDES, BUT IS NOT LIMITED TO APPROPRIATE UTILITY LOCATING TO LOCATE THE GROUND GRID.
THE GROUND GRID IS CONSIDERED AN UNDERGROUND UTILITY. REQUIREMENTS RELATED TO IDENTIFYING, MARKING, INTERACTION, ETC AS SPECIFIED IN THE 2.
NO EXCAVATION IS TO OCCUR WITHOUT APPROVAL GAINED FROM NSA CUTLER VIA THE CONTRACTING OFFICER REPRESENTATIVE (COR).2.
REPAIRED PRIOR TO COMPLETING THE REPAIR(S) AND DOCUMENT THESE LOCATIONS TO BE INCLUDED ON THE AS-BUILT DRAWINGS.
RESTORE GROUNDING GRID AFFECTED OR DAMAGED BY CONTRACTORS' OPERATIONS. NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF AREAS THAT WILL BE
AS INDICATED IN THE SPECIFIC REQUIREMENTS FOR THE GROUNDING GRID INCLUDED WITHIN THE CONTRACT DOCUMENTS.B.
AS DIRECTED IN THE SPECIFICATIONS FOR BURIED UTILITIES SUCH AS ELECTRIC AND GAS.A.
GRID WIRE IS CONNECTED TOGETHER VIA EXOTHERMIC WELDS (CADWELD). THE GROUNDING GRID IS CONSIDERED A "BURIED UTILITY" AND SHOULD BE TREATED:
EXISTING NO. 6 AWG BARE COPPER GROUNDING GRID IS BURIED APPROXIMATELY 3"-12" BELOW SURFACE IN THE ENTIRE SCOPE OF WORK AREA. EXISTING GROUNDING 1.
THE UNDERGROUND SYSTEM. DIGGING WITHIN 3 FEET OF A KNOWN UTILITY MUST NOT BE PERFORMED BY MEANS OF MECHANICAL EQUIPMENT; HAND DIGGING MUST BE PHYSICALLY VERIFY UNDERGROUND, INCLUDING UTILITY DEPTH, BY HAND DIGGING WHEN ADJACENT CONSTRUCTION WORK IS EXPECTED TO COME WITHIN 3 FEET OF
UTILITY LOCATIONS VERIFICATION:35.
CONSTRUCTION. MARKINGS MADE DURING THE UTILITY INVESTIGATION MUST BE MAINTAINED THROUGHOUT THE CONTRACT.
MUST LOCATE UTILITY DEPTH BY USE OF GROUND PENETRATING RADAR (GPR), X-RAY, BORE SCOPE, OR ULTRASOUND PRIOR TO THE START OF DEMOLITION AND PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY TO LOCATE UTILITIES WITHIN THE LIMITS OF WORK. THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY UNDERGROUND UTILITIES IN THE WORK AREA MUST BE POSITIVELY IDENTIFIED PRIOR TO COMMENCING WITH EXCAVATION WORK. PROVIDE THE SERVICES OF A THIRD
UTILITY LOCATIONS:34.
CONTRACTOR MAY BE REQUIRED TO CONDUCT TESTING TO DETERMINE THE SEVERITY OF THE CONTAMINATION.
IMMEDIATELY AND NOTIFICATION MUST BE PROVIDED TO THE CONTRACTING OFFICER'S REPRESENTATIVE. THE GOVERNMENT WILL PROVIDE DIRECTION. THE IF SUSPECT CONTAMINATION IS ENCOUNTERED IN SOIL OUTSIDE OF AN INSTALLATION RESTORATION SITE (EG- ODOR, STAINING, DEBRIS, ETC.), EXCAVATION MUST STOP 33.
SOIL EXCAVATED FROM NON-INSTALLATION RESTORATION AREAS MAY BE USED AS BACKFILL GIVEN IT MEETS PROJECT SPECIFICATIONS.32.
CUTLER. THE HAZARDOUS WASTE MANIFESTS MUST BE SIGNED BY THE DESIGNATED PWD-ME ENVIRONMENTAL PERSONNEL.
NON-MUNICIPAL LANDFILL FACILITY. PWD-ME ENVIRONMENTAL IS THE SIGNATORY AUTHORITY FOR HAZARDOUS WASTE MANIFESTS FOR WASTE GENERATED AT NSA SOIL EXCAVATED FROM INSTALLATION RESTORATION SITE MUST NOT BE REUSED FOR BACKFILL, BUT RATHER, TRANSPORTED AND DISPOSED OF AT A LICENSED 31.
FROM WHICH IT WAS EXCAVATED.
RESTORATION SITE MUST BE STOCKPILED ON, AND COVERED WITH, SIX MIL POLYETHYLENE SHEETING WITHIN THE SAME INSTALLATION RESTORATION SITE BOUNDARY MANAGEMENT PRACTICES (BMPS) AND STOCKPILED OUTSIDE THE LIMITS OF AN INSTALLATION RESTORATION SITE.X. EXCAVATED SOIL FROM AN INSTALLATION EXCAVATED SOIL FROM NON-INSTALLATION RESTORATION AREAS MUST BE MANAGED ACCORDING TO THE STATE OF MAINE EROSION & SEDIMENT CONTROL BEST 30.
HAZARDOUS WASTE OPERATIONS AND EMERGENCY RESPONSE (HAZWOPER) CONTROLS.
EXCAVATION WITHIN INSTALLATION RESTORATION SITES MUST BE CONDUCTED UNDER A SITE-SPECIFIC HEALTH & SAFETY PLAN (HASP) OUTLINING THE NECESSARY 29.
LABORATORY FOR CHEMICAL ANALYSES.
A QUALIFIED ENVIRONMENTA L PROFESSIONAL FOLLOWING ALL FEDERAL AND STATE SAMPLING PROTOCOL. SAMPLES MUST BE SENT TO A STATE LICENSED A WASTE CHARACTERIZATION SAMPLING PLAN MUST BE SUBMITTED TO PWD-ME ENVIRONMENTAL FOR REVIEW PRIOR TO SAMPLING. SAMPLING MUST BE CONDUCTED BY 28.
SOIL MUST BE TESTED FOR CONTAMINANTS AS PRESCRIBED AND REQUIRED BY THE SELECTED LANDFILL.27.
PWD-ME ENVIRONMENTAL.
SOIL TRANSPORTED OFF NSA CUTLER MUST BE DISPOSED OF AT A LICENSED NON-MUNICIPAL LANDFILL FACILITY. LANDFILL SELECTION MUST BE REVIEWED BY 26.
CONTRACTOR WHICH INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING, TESTING, TRANSPORT, AND DISPOSAL.
COSTS ASSOCIATED WITH EXCAVATION AND SOIL MANAGEMENT BOTH INSIDE AND OUTSIDE INSTALLATION RESTORATION SITES ARE THE RESPONSIBILITY OF THE 25.
FIELD PRIOR TO THE START OF CONSTRUCTION, AND FLAGGED THROUGHOUT CONSTRUCTION.
WETLAND BOUNDARIES, LIMITS OF JURISDICTIONAL IMPACTS, AND INSTALLATION RESTORATION LAND USE CONTROL BOUNDARIES MUST BE CLEARLY MARKED IN THE 24.
VERSION 2.0 AS NOTED IN THE JURISDICTIONAL DETERMINATION DATED 3 FEBRUARY 2015.
DETERMINATIONS METHOD AND THE REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND DELINEATING MANUAL: NORTHCENTRAL AND NORTHEAST REGION, ACCORDANCE WITH THE UNITED STATES ARMY CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL (ENVIRONMENTAL LABORATORY 1987), ROUTINE WETLAND BOUNDARIES WERE OBTAINED FROM THE NAVFAC MIDLANT GEOREADINESS CENTERS, GIS DATABASE. WETLAND BOUNDARIES WERE DELINEATED IN 23.
THE BOTTOM OF THE FENCE MESH OR BOTTOM BAR.
STEP FENCING MAX 2-FT INCREMENTS TO FOLLOW GRADES IN A MANNER WHICH MAINTAINS THE INDICATED FENCE HEIGHT WITHOUT LEAVING VOIDS OR GAPS ALONG 22.
PHASE TO RESOLVE RELATED DISCREPANCIES.
DETAILED DRAWING FOR SUCH WALLS AS THEY CORRESPOND TO DESIGN-FINISHED GRADE ELEVATIONS. SEEK CLARIFICATION REGARDING QUANTITIES DURING BID SITE WALLS (FREE-STANDING OR RETAINING TYPES) EXTEND ABOVE AND BELOW FINISHED GRADE ELEVATIONS. ADJUST QUANTITIES AND CONSTRUCTION BASED ON 21.
LOCAL STANDARD DETAILS (AT A MINIMUM, AT THE FREQUENCY INDICATED IN SUCH DOCUMENTS).
STANDARD PIV, FDC, FIRE LANE, AND “NO PARKING” SIGNAGE, STRIPING, LETTER STENCILING, AND PAINTED CURBS ARE INCLUDED AS INDICATED IN DRAWINGS AND 20.
LOCATION OF UNDERGROUND UTILITIES AND PROVIDE SUCH ITEMS ONLY AFTER STABLE DESIGN GRADE IS REACHED WITHIN THE VICINITY OF THE IMPROVEMENT.
COORDINATE THE CONSTRUCTION OF FOUNDATIONS FOR FENCE POSTS, SIGN POSTS, LIGHT/LAMP POLES, BOLLARDS, AND SIMILAR WORK WITH THE CONFIRMED 19.
INVESTIGATION.
THE WORK INCLUDES LABOR, MATERIALS, AND EQUIPMENT REASONABLY ANTICIPATED BASED ON PLANS AND REFERENCED DOCUMENTS WITH PRE-BID SITE 18.
APPROVED EQUAL: IS DEFINED AS EQUIVALENT SOLUTION OR PRODUCT WHICH HAS BEEN FORMALLY CONFIRMED BY THE CONTRACTING OFFICER.17.
READ.
ONLY PERFORM ON- OR OFF-SITE WORK AFTER CONFIRMING REQUIRED EASEMENTS, AGREEMENTS, PERMITS, BONDS, AND NOTIFICATIONS ARE EXECUTED, ISSUED, AND 16.
COUNTERACT THE WIND AND AVOID DEBRIS BEING SCATTERED AS A RESULT.
ELIMINATE ABNORMALLY LARGE ACCUMULATIONS ON-SITE IN THE OPINION OF THE ENGINEER AND CONTRACTING OFFICER. MEASURES MUST BE TAKEN AT ALL TIMES TO MINIMUM, WILL AVOID INTERFERING WITH OTHER WORK, AVOID ADVERSELY IMPACTING NORMAL OPERATIONS WHICH WERE PLANNED TO CONTINUE IN THE VICINITY, AND HAUL AWAY ACCUMULATED WASTE OR OTHER MATERIAL (EXCEPTING EXCAVATED SOIL MATERIAL, SEE NOTE 5 ON SHEET CD001) REMOVED AT A FREQUENCY WHICH, AT A 15.
INTERMEDIATE PHASES AS WELL (I.E. PLANTINGS IN PLANTING SEASON AFTER CLOSEOUT FOR THE REMAINDER OF THE PROJECT).
BY THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S REPRESENTATIVE. THIS MUST ALSO APPLY TO PARTIAL CLOSEOUT MILESTONES FOR EARLY OR REMOVE SURPLUS MATERIALS, GARBAGE, DEBRIS, CONSTRUCTION EQUIPMENT, OR SIMILAR ITEMS BEFORE OR AT CLOSEOUT UNLESS OTHERWISE INDICATED IN WRITING 14.
UTILITIES IN AREAS NOT MARKED BY DIG SAFE.
THROUGHOUT THE PROJECT AND SUPPLEMENT USING AVAILABLE RECORDS AND AS-BUILTS. UTILIZE THE SERVICES OF A PRIVATE UTILITY LOCATOR TO MARK EXISTING FIELD VERIFY DEPTH, UTILITY DIMENSIONS, MATERIAL, AND TYPE OF UTILITIES (THOSE MARKED AND UNMARKED BY MISS UTILITY) PRIOR TO WORK. REPEAT THIS EFFORT NOTIFY DIG SAFE (811) OF PENDING WORK. ORDER UTILITY MARKING AND/OR FLAGGING OF UNDERGROUND UTILITIES NO LESS THAN 4 BUSINESS DAYS BEFORE WORK. 13.
LENGTHS MEASURED USING THESE SAME REFERENCE POINTS.
SECTION, CENTER OF PAVEMENT MARKING STRIPE, AND PROPERTY LINE OR RIGHT-OF-WAY LINE UNLESS OTHERWISE INDICATED. PIPE SLOPES INDICATED ARE BASED ON DIMENSIONS ARE FROM FACE OF CURB, EDGE OF PAVEMENT, FACE OF WALL, CENTER OF UTILITY STRUCTURE, CENTERLINE OF PIPE, END OF PIPE (FLARED)-END 12.
REPRESENTATIVE) PRIOR TO COMMENCING WITH CORRESPONDING WORK.
SUBSTITUTIONS AND DEVIATIONS FROM THE CONTRACT DOCUMENTS MUST BE APPROVED IN WRITING BY THE CONTRACTING OFFICER (OR CONTRACTING OFFICER'S 11.
POSSIBLY BE VOIDING MANUFACTURER WARRANTIES. THIS DOES NOT RELIEVE THE CONTRACTOR OF WARRANTIES REQUIRED IN THE CONTRACT DOCUMENTS.
RECOMMENDATIONS OR AS NOTED BY THE ENGINEER. IMMEDIATELY SUBMIT AN RFI FOR CONFIRMATION IF ENGINEER'S RECOMMENDATIONS ARE BELIEVED TO APPLY, PROVIDE, REPAIR, STORE, HANDLE, HAUL, AND MAINTAIN MATERIALS, PRODUCTS, AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S 10.
DOCUMENTS. SURVEYOR TO PROVIDE DRAWING OF PROPERTY LINES AND STRUCTURES ADJACENT TO IT AFTER WORK IS COMPLETE.
LAYOUT THE CONSTRUCTION STAKING FOR WORK USING THE SAME DATUMS AS USED IN THE PROJECT SURVEY PROVIDED FOR REFERENCE IN THE CONTRACT HIRE A MAINE-LICENSED LAND SURVEYOR TO CONFIRM AND ESTABLISH (OR RE-ESTABLISH) TEMPORARY BENCHMARKS, VERIFY AND STAKE OUT PROPERTY LINES, AND 9.
CONSTRUCTION OR TO THE ADJACENT PROPERTIES.
REMAIN", AND TO OTHER COMPLETED WORK - REPAIR OR REPLACE TO THE CONTRACTING OFFICER'S SATISFACTION ITEMS DAMAGED WITHIN THE LIMITS OF NO WORK IS TO BE PERFORMED ON PROPERTY NOT OWNED BY THE NAVY. AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES, ITEMS WHICH ARE "EXISTING TO 8.
CONTRACTING OFFICER WILL NOTIFY THE ENGINEER OF RECORD.
MAY INCLUDE, BUT IS NOT LIMITED TO, APPARENT CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND STRUCTURES, GRADE ELEVATIONS, AND SIGNAGE. THE DISCIPLINES) BEFORE PROCEEDING WITH WORK. THIS MUST BE DONE IMMEDIATELY BY PHONE AND THEN IN WRITING WITHIN TWENTY FOUR HOURS OF DISCOVERY. THIS NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES DISCOVERED BETWEEN EXISTING CONDITIONS AND DRAWINGS (OR BETWEEN DRAWINGS OF DIFFERENT DESIGN 7.
(TEMPORARY) ARE IN PLACE, AND PROCEDURES RELATED TO THE GROUNDING GRID HAVE BEEN COMPLETED.
DO NOT CONDUCT LAND-DISTURBING ACTIVITIES UNTIL SITE PERMITS ARE CONFIRMED AND EROSION & SEDIMENT CONTROL, PLANT/TREE PROTECTION, SITE FENCING 6.
MUST TAKE PRECEDENCE OVER THE DRAWINGS.
IN CASES WHERE THE CIVIL SITE AND PLANTING DRAWINGS CONFLICT WITH PROCEDURAL AND CONTRACTUAL ELEMENTS FROM THE CONTRACTING OFFICER, THE LATTER 5.
NOTES MUST TAKE PRECEDENCE.
IN CASES WHERE THESE CIVIL SITE AND PLANTING DRAWINGS CONFLICT WITH STANDARD NOTES REQUIRED BY THE GOVERNING AUTHORITY, THE LISTED GOVERNMENT 4.
INCLUDING, BUT NOT LIMITED TO: DESIGN, PROVISION, AND MAINTENANCE OF BRACING, SHORING, AND TEMPORARY SUPPORTS.
CONTINUOUSLY PROVIDE GOVERNMENT-REQUIRED SAFETY MEASURES AND PRACTICES TO PROTECT PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK3.
PROVIDE LABOR, MATERIALS, EQUIPMENT, AND COORDINATION NECESSARY TO COMPLETE WORK INDICATED AND BY CONTRACTED SCHEDULE.
4 358
12880786
CPT = XX FT
LEGENDAPPLICABLE BUILDING CODES INTERIOR FINISH CLASSIFICATION
TRAVEL DISTANCES
CAPACITY OF EXITS
ADDITIONAL LIFE SAFETY CRITERIA
MEANS OF EGRESS
COMMON PATH OF TRAVEL DISTANCE
1.
2.
3.
4.
5.
6.
7.
UFC 1-200-01
UFC 3-600-01
IBC
NFPA 70
NFPA 72
NFPA 101
ABA
DOD BUILDING CODE, 8 OCTOBER 2019
FIRE PROTECTION ENGINEERING FOR FACILITIES, 12 AUGUST 2020
INTERNATIONAL BUILDING CODE, 2018
NATIONAL ELECTRIC CODE, 2020
NATIONAL FIRE ALARM AND SIGNAL CODE, 2019
LIFE SAFETY CODE, 2018 (LSC)
ARCHITECTURAL BARRIERS ACT
AREA USE
APPROX.
AREA (SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT
LOAD
(PERSONS)
FIRST FLOOR
LIMITS (BASED ON BUSINESS OCCUPANCY):
EXITS (LSC TABLE A.10.2.2)
EXIT ACCESS CORRIDORS (LSC TABLE A.10.2.2)
OTHER SPACES (LSC TABLE A.10.2.2)
OCCUPANT LOADS (LSC TABLE 7.3.1.2)
BUSINESS 150 SF/PERSON
ASSEMBLY USE 15 SF/PERSON
COMMON PATH OF TRAVEL BUSINESS (LSC TABLE A.7.6): 75-FT
DEAD END CORRIDOR BUSINESS (LSC TABLE A.7.6): 20-FT
EXIT ACCESS TRAVEL DISTANCE BUSINESS (LSC TABLE A.7.6): 200-FT
CAPACITY OF EXITS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
NUMBER OF EXITS (LSC 7.4):
2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500
EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 38.2.8).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2
(LSC 38.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED
SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE
TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED
(UFC 3-600-01 10-2.2).
FLOOR LEVEL
REQUIRED EXIT
CAPACITY
AVAILABLE EXIT
CAPACITY
NUMBER OF
EXITS REQUIRED
NUMBER OF
EXITS PROVIDED
3251028
OFFICE AREAS BUSINESS 1,669 11150
FIRST FLOOR
WAITING - 102 132 915
TOTAL 2,093 28-
TD = XX FT
## REQUIRED EGRESS CAPACITY
PROVIDED EGRESS CAPACITY
OCCUPANT LOAD
TRAVEL DISTANCE
FIRE EXTINGUISHER (4-A:80-B:C)FE
xx
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
CONSTRUCTION TYPE
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
INTERIOR FIRE RESISTANCE REQUIREMENTS
ALLOWABLE AREA & HEIGHT
ACTUAL AREA & HEIGHT
EXTERIOR WALLS
B (IBC 304.1) / BUSINESS (LSC CHAPTER 38)
R-3: CONGREGATE LIVING-TRANSIENT (IBC 310.5) / LODGING OR ROOMING HOUSE (LSC CHAPTER 26)
PER IBC, THE BUILDING IS CLASSIFIED AS A GROUP B OCCUPANCY WITH ACCESSORY GROUP R-3 OCCUPANCY.
PER LSC, THE BUILDING IS CLASSIFIED AS MIXED USE LODGING OR ROOMING HOUSE AND BUSINESS OCCUPANCIES.
FIRE ALARM SYSTEM
SPRINKLER SYSTEM - NOT REQUIRED
VISITOR CONTROL CENTER TYPE V-B
BASED ON B USE GROUP
ALLOWABLE FLOOR AREA B (IBC TABLE 506.2 ):
ALLOWABLE STORIES FOR B (IBC TABLE 504.4):
ALLOWABLE HEIGHT FOR B (IBC TABLE 504.3):
TOTAL FOOTPRINT FLOOR AREA 2,243-SF
BUILDING HEIGHT
(IBC TABLE 601, TYPE V-B CONSTRUCTION)
STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR
BEARING WALLS, EXTERIOR 0-HR
BEARING WALLS, INTERIOR 0-HR
NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE V-B)
THE DISTANCE BETWEEN THE VISITOR CONTROL CENTER AND THE CLOSEST BUILDING IS GREATER THAN 40-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE VISITOR CONTROL CENTER TO THE IMAGINARY LOT LINE AND MORE THAN 30-FT FROM THE IMAGINARY LOT LINE TO THE CLOSEST BUILDING; THEREFORE, THE EXTERIOR WALLS OF THE VISITOR CONTROL CENTER ARE NOT REQUIRED TO BE RATED.
FIRE SEPARATION DISTANCE (FSD)
FSD < 10-FT
GROUP B
1-HR
FSD > 10-FT 0-HR
SLEEPING ROOMS (LSC 26.3.5.1) SMOKE PARTITIONS
MECHANICAL ROOMS W/FUEL-FIRED EQUIPMENT (LSC 38.3.2.1 & 8.7.1.1(1)) 1-HR FIRE BARRIER
ASSEMBLY
FIRE EXTINGUISHERS MUST BE PROVIDED AND LOCATED IN ACCORDANCE WITH NFPA 10 (LSC 38.3.5).
9,000-SF
2-STORIES
40-FT
1-STORY / 16-FT
MINIMUM CLASS B
MINIMUM CLASS B
MINIMUM CLASS C
DAYROOM - 121 LODGING ROOMS 93 1200
VISITOR CONTROL CENTER
LOCKER ROOMS 50 SF/PERSON SMOKE PARTITIONSP
1-HR FIRE BARRIER
LODGING ROOMS 200 SF/PERSON
LOCKER ROOM - 115 LOCKER ROOMS 121 250
BREAK ROOM - 110 78 515ASSEMBLY
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
9 MAR 2023
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
TI
C
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
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L A
Y O
U T
N A
M E
P
L O
T T
E D
U
S E
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4445 CORPORATION LN,STE 211
VIRGINIA BEACH, VA 23462
(757) 213 - 6856
/7
/2
:5
:0
A M
B
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F A
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I m p ro v e m e n ts
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AJWAPF AHE
02/08/23
Approved by Jeffrey Hoyt, PWD ME, via Email
CRH/LAF
1614700
N40085-19-D-9008 T008
C U
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R , M
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DSN
DSN
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5 358
12880787
TD = XX FT
LEGENDAPPLICABLE BUILDING CODES
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
CONSTRUCTION TYPE
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
INTERIOR FIRE RESISTANCE REQUIREMENTS
INTERIOR FINISH CLASSIFICATION
TRAVEL DISTANCES
CAPACITY OF EXITS
ADDITIONAL LIFE SAFETY CRITERIA
MEANS OF EGRESS
ALLOWABLE AREA & HEIGHT
ACTUAL AREA & HEIGHT
EXTERIOR WALLS
REQUIRED EGRESS CAPACITY
PROVIDED EGRESS CAPACITY
OCCUPANT LOAD
TRAVEL DISTANCE
FIRE EXTINGUISHER (4-A:80-B:C)
1.
2.
3.
4.
5.
UFC 1-200-01
UFC 3-600-01
IBC
NFPA 101
ABA
DOD BUILDING CODE, 8 OCTOBER 2019
FIRE PROTECTION ENGINEERING FOR FACILITIES, 12 AUGUST 2020
INTERNATIONAL BUILDING CODE, 2018
LIFE SAFETY CODE, 2018 (LSC)
ARCHITECTURAL BARRIERS ACT
B (IBC 304.1) / BUSINESS (LSC CHAPTER 38)
FIRE ALARM SYSTEM - NOT REQUIRED
SPRINKLER SYSTEM - NOT REQUIRED
INSPECTION STATION TYPE II-B
BASED ON B USE GROUP
ALLOWABLE FLOOR AREA B (IBC TABLE 506.2 ):
ALLOWABLE STORIES FOR B (IBC TABLE 504.4):
ALLOWABLE HEIGHT FOR B (IBC TABLE 504.3):
TOTAL FOOTPRINT FLOOR AREA 1,473-SF
BUILDING HEIGHT
(IBC TABLE 601, TYPE II-B CONSTRUCTION)
STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR
BEARING WALLS, EXTERIOR 0-HR
BEARING WALLS, INTERIOR 0-HR
NON-BEARING WALLS, INTERIOR & EXTERIOR 0-HR
FLOOR CONSTRUCTION 0-HR
ROOF CONSTRUCTION 0-HR
EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE II-B)
THE DISTANCE BETWEEN THE INSPECTION STATION AND THE CLOSEST BUILDING IS GREATER THAN 40-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE INSPECTION STATION TO THE IMAGINARY LOT LINE AND MORE THAN 30-FT FROM THE IMAGINARY LOT LINE TO THE CLOSET BUILDING; THEREFORE, THE EXTERIOR
WALLS OF THE INSPECTION STATION ARE NOT REQUIRED TO BE RATED.
AREA USE
APPROX.
AREA (SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT
LOAD
(PERSONS)
FIRST FLOOR
LIMITS (BASED ON BUSINESS OCCUPANCY):
EXITS (LSC TABLE A.10.2.2)
EXIT ACCESS CORRIDORS (LSC TABLE A.10.2.2)
OTHER SPACES (LSC TABLE A.10.2.2)
OCCUPANT LOADS (LSC TABLE 7.3.1.2)
BUSINESS 150 SF/PERSON
COMMON PATH OF TRAVEL BUSINESS (LSC TABLE A.7.6): 75-FT
DEAD END CORRIDOR BUSINESS (LSC TABLE A.7.6): 20-FT
EXIT ACCESS TRAVEL DISTANCE BUSINESS (LSC TABLE A.7.6): 200-FT
CAPACITY OF EXITS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
NUMBER OF EXITS (LSC 7.4):
2 EXITS FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 500
1 EXIT FOR AREAS WITH AN OCCUPANT LOAD LESS THAN 100 AND LESS THAN 100-FT TRAVEL DISTANCE(LSC 38.2.4.3)
EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 38.2.8).
MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2
(LSC 38.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED
SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE
TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED
(UFC 3-600-01 10-2.2).
FLOOR LEVEL
REQUIRED EXIT
CAPACITY
AVAILABLE EXIT
CAPACITY
NUMBER OF
EXITS REQUIRED
NUMBER OF
EXITS PROVIDED
1117017
FIRE SEPARATION DISTANCE (FSD)
FSD < 10-FT
GROUP B
1-HR
OFFICE USE BUSINESS 1,100 7150
FIRST FLOOR
69 515
FSD > 10-FT 0-HR
FE
MECHANICAL ROOMS W/FUEL-FIRED EQUIPMENT (LSC 38.3.2.1 & 8.7.1.1(1)) 1-HR FIRE BARRIER xx
FIRE EXTINGUISHERS MUST BE PROVIDED AND LOCATED IN ACCORDANCE WITH NFPA 10 (LSC 38.3.5).
1-STORY / 17-FT
23,000-SF
3-STORIES
55-FT
MINIMUM CLASS B
MINIMUM CLASS B
MINIMUM CLASS C
ASSEMBLY (LESS CONCENTRATED) 15 SF/PERSON
1,240 17-TOTAL
ASSEMBLYWAITING - 107
INSPECTION STATION
1-HR FIRE BARRIER
71 515ASSEMBLYBREAK ROOM - 105
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
9 MAR 2023
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
TI
C
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
L A
Y O
U T
N A
M E
P
L O
T T
E D
U
S E
R
4445 CORPORATION LN,STE 211
VIRGINIA BEACH, VA 23462
(757) 213 - 6856
/7
/2
:0
:3
A M
B
IM
/N
A V
F A
C P
-3
P e ri m e te r S e c u ri ty
I m p ro v e m e n ts
W
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AJWAPF AHE
02/08/23
Approved by Jeffrey Hoyt, PWD ME, via Email
CRH/LAF
1614700
N40085-19-D-9008 T008
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12880788
0 50' 100'
IPL
30-FT
IPL
30-FT
CODE COMPLIANCE SITE PLANA1
INSPECTION STATION
VISITOR CONTROL CENTER
SCALE: 1" = 50'-0"GI003
30'
10'
NOTES:
FH - FIRE HYDRANT
IPL- IMAGINARY PROPERTY LINE
30-FT - MINIMUM 30-FT FROM IPL FOR ADJACENT BUILDINGS
30' 10'
NEAREST BUILDING IS 150-FT FROM
THE VISITOR CONTROL CENTER
UNDERGROUND
FIRE WATER
TANKS
FH
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
9 MAR 2023
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
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-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
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N O
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O L
K V
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AS NOTED
F
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A M
E
L A
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N A
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P
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S E
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4445 CORPORATION LN,STE 211
VIRGINIA BEACH, VA 23462
(757) 213 - 6856
/7
/2
:5
:0
A M
B
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A V
F A
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P e ri m e te r S e c u ri ty
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AJWAPF AHE
02/08/23
Approved by Jeffrey Hoyt, PWD ME, via Email
CRH/LAF
1614700
N40085-19-D-9008 T008
C U
T
LE
R , M
A
IN
E
EJA
DSN
DSN
M
ID
L A
N T
D C
C O
R E
G I0
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
7 358
12880789
F
SP SPSP
S P
S P
S P
S P
S P
S P
TD = 52 FT
FE
CPT = 18 FT
85' - 4"
60' - 1"
1 2
VESTIBULE
TOILET
BREAKROOM
MUD ROOM
SIPRNET
EXIST
OFFICE
ADMIN/COPY
106 ID/CHECK-IN
HALLWAY
WAITING
TOILET
LAUNDRY
MOTHER'S
SHOWER
COMM
OFFICE
MECH/ELEC
INTERVIEW
HALLWAY
HALLWAY
LOCKER ROOM
HALLWAY
DAYROOM
JANITOR
FE
GENERAL SHEET NOTES
1. SEE SHEET GI001 FOR BUILDING CODE/LIFE SAFETY ANALYSIS AND
LEGEND.
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EAL
THOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
9 MAR 2023
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
TI
C
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
L A
Y O
U T
N A
M E
P
L O
T T
E D
U
S E
R
4445 CORPORATION LN,STE 211
VIRGINIA BEACH, VA 23462
(757) 213 - 6856
/7
/2
:5
:0
A M
B
IM
/N
A V
F A
C P
-3
P e ri m e te r S e c u ri ty
I m p ro v e m e n ts
W
P
C u tl e r_ V
C F
IR
E
R
.r v t
GI101
P -3
P
E R
IM
E
TE
R
S E
C U
R
IT
Y
IM
P
R O
V E
M E
N
TS
LI
F
E S
A F
E
TY
P
LA
N
V
IS
IT
O
R C
O N
TR
O
L C
E N
TE
R
AJWAPF AHE
02/08/23
Approved by Jeffrey Hoyt, PWD ME, via Email
CRH/LAF
1614700
N40085-19-D-9008 T008
C U
T
LE
R , M
A
IN
E
EJA
DSN
DSN
M
ID
L A
N T
D C
C O
R E
G I1
PLAN
NORTH
SCALE: 1/4" = 1'-0"
LIFE SAFETY PLAN - VISITOR CONTROL CENTER
2' 4' 8'0' 1/4" =1'-0"
GRAPHIC SCALE(S)
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
8 358
12880790
B D E
A C
MECH/ELEC
STOR/JAN
BREAKROOM
CORR
WAITING
RFI/SECURE ROOM
INSPECTION OFFICE
TD = 59 FT
FE
FE
COMM
RESTROOM
STORAGE
GENERAL SHEET NOTES
1. SEE SHEET GI002 FOR BUILDING CODE/LIFE SAFETY SUMMARY AND
LEGEND.
Lic. No. 044409
AARON P FREIDC
O M M O
N W
EA
LTHOF
V
IR
G
IN
IA
P R O F
E
SSIONAL EN
G
IN
E E R
9 MAR 2023
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
TI
C
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
L A
Y O
U T
N A
M E
P
L O
T T
E D
U
S E
R
4445 CORPORATION LN,STE 211
VIRGINIA BEACH, VA 23462
(757) 213 - 6856
/7
/2
:0
:3
A M
B
IM
/N
A V
F A
C P
-3
P e ri m e te r S e c u ri ty
I m p ro v e m e n ts
W
P
C u tl e r_
IS
F
IR
E
R
.r v t
GI102
P -3
P
E R
IM
E
TE
R
S E
C U
R
IT
Y
IM
P
R O
V E
M E
N
TS
LI
F
E S
A F
E
TY
P
LA
N
IN
S
P E
C
TI
O N
S
TA
TI
O
N
AJWAPF AHE
02/08/23
Approved by Jeffrey Hoyt, PWD ME, via Email
CRH/LAF
1614700
N40085-19-D-9008 T008
C U
T
LE
R , M
A
IN
E
EJA
DSN
DSN
M
ID
L A
N T
D C
C O
R E
G I1
4' 8' 16'0' 1/8" =1'-0"
PLAN
NORTH
SCALE: 1/8" = 1'-0"
LI…
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