1363603Amend0005dwg_VOL 6_COMBINED.pdf
PDF 15 MB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
This document is a comprehensive set of architectural and engineering construction drawings for the P-475 Aircraft Maintenance Hangar at MCAS Beaufort, South Carolina. The project is a site base bid with additional options under Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic for the Department of the Navy.
The drawings encompass site layout control points, civil site improvements, landscape planning, stormwater and sanitary infrastructure, structural systems, mechanical systems including precision cooling air (PCA) and ductwork distribution, fire suppression systems, plumbing infrastructure, and architectural floor plans with partition and finish schedules. Key site elements include a parking lot with accessible parking and facilities, electrical vaults, light poles, drainage systems with catch basins and underground piping, and landscape subdrainage. The mechanical systems include air conditioning units (ACUs), expansion joints, pipe supports, and exhaust ducting. The hangar floor plan spans approximately 61 feet with three primary bays and accommodates aircraft maintenance operations with specialized clearance zones, trenches for cable and utility management, and multiple control rooms. Infrastructure details address corrosion protection and control requirements for Environmental Severity Classification C4 applications in the hangar, electrical, mechanical, water, and stairwell areas. The drawings reference specification sections including landscape establishment, sodding, exterior plants, site furnishings, and various MEP systems. Project number is 1363603, contract number is 1412, and revision date is 25 August 2020 with approval from the Asset Management Branch Head and Supervisory Facility Planner.
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DRAYTON ST.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLO
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LOD
LO
D
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D
LO
D
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D
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D
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D
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D
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CA
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UC
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UC
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UC
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UC
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UC
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UC
UC
UCEUE
EUP
P-
S-1
S-
S-
PV-2
PV
-3
P-1A
S-3
SD
SD
SD
SDSD
SD
SD
SD
DRAYTON ST.
P-475
PARKING
LOT
(TYP.) C4
LP400
P1
P2
P1
P1
P1
P1
P1
PERIMETER
SECURITY FENCE
(RE: CIVIL DWGS)
PERIMETER
SECURITY FENCE
(RE: CIVIL DWGS)
P1P1 P1
DRY DETENTION BASIN
(RE: CIVIL DWGS)
PROVIDE 6"
CONCRETE EDGE
(RE: B4/LP501)
P1
(1) AR
(1) AR
(2) AR
(2) TD
(1) TD
(1) TD
(4) TD
(2) AR
(3) MC
(22) PS
DRAIN INLET
(TYP.)
(RE: CIVIL DWGS)
P3
P3
P3
P3
P3
C4
LP501
C4
LP501
(2) AR
9.
(T
YP
8.00'
(TYP.)
4.50'
8.00'
(TYP.)
ELECTRICAL
VAULT BELOW
GRADE
(TYP.)
EDGE OF
PAVEMENT
(TYP.)
LIGHT POLE
(TYP.)
LIGHT POLE
(TYP.)
(4) RI
(108) OJ
(4) RI
(52) OJ
(4) RI
(92) OJ
(4) RI
(27) OJ
(4) RI
(140) OJ
(4) RI
(52) OJ
(4) RI
(52) OJ
9.
(T
YP
LIGHT POLE
(TYP.)
8.00'
50.00' O.C.
TYP.
MANHOLE
(TYP.)
EQ. EQ.EQ. EQ.
LIMITS OF
DISTURBANCE (LOD)
TYP.
LIMITS OF
DISTURBANCE (LOD)
TYP.
25.00'
LIGHT POLE
(TYP.)
PROVIDE 18"
WIDE CONCRETE
MOW EDGE
(RE: C2/LP501)
29.50'
54.25'
.6
6'
20.25' 53.50'
P1
LIGHT POLE
(TYP.)
PUMP STATION (2) TD
(1) QV
(1) QV
(1) AR
(1) QV
(1) AR
(1) AR
(1) AR
(1) AR
(3) QV
3.
PROVIDE 6"
CONCRETE EDGE
RE: B4/LP501)
4.50'
(1) AR
(1) QV
(1) QV
(2) QV
(9) IC
(9) IC
(4) IC
(5) IC
(4) RI
(2) VP (4) PL
(2) VP (10) VP
(6) PL (5) PL
PROVIDE 6"
CONCRETE
EDGE
RE: B4/LP501)
PROVIDE 6"
CONCRETE
EDGE
RE: B4/LP501)
P1
(4) RI
(4) IC
(4) RI
(4) IC
(4) RI
(4) IC
(4) RI
(4) IC
.0
0' (T
YP
LP101X
LA
ND
SC
AP
E
PL
AN
Scale:
LANDSCAPE PLANTING PLAN (BASE BID)A1 1:25
PLAN
NORTH
TRUE N0 100'50'25' 150'12.5'
1"=25'-0" GRAPHIC SCALE
GENERAL LANDSCAPE PLANTING NOTES:
LEGEND
1. THIS PLAN PROVIDES LAYOUT, QUANTITY & SIZES OF PLANT MATERIAL TO BE
PROVIDED BY THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING
SPECIFICATIONS FOR SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS &
EXECUTION OF WORK:
1.1. SECTION 320533 - LANDSCAPE ESTABLISHMENT
1.2. SECTION 329223 - SODDING
1.3. SECTION 329300 - EXTERIOR PLANTS
2. REFER TO FULL PLANTING SCHEDULE ON SHEET LP600X FOR PLANT SPECIES,
SIZES AND NOTES.
3. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE
RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL
"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF
NECESSARY.
4. LOCATIONS OF ALL PLANT MATERIALS SHALL BE STAKED IN THE FIELD AND
APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO PLANTING.
5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE AND GRASS
DISTURBED AREAS BACK TO ORIGINAL FINISHED GRADE ELEVATIONS, INCLUDING,
EQUIPMENT MATERIAL STORAGE AREA AND STAGING AREAS ADJACENT TO SITE.
REFER TO SHEET LP600X FOR FULL PLANTING SCHEDULE.
SYM. KEY BOTANICAL NAME COMMON NAME
SHADE/STREET TREES
AR Acer rubrum 'dromondii' Swamp Red Maple
TD Taxodium Distichum 'Mickelson' Shawnee Brave Bald Cyress
QV Quercus virginiana 'Cathedral' Cathedral Live Oak
ORNAMENTAL TREE
LIA Lagerstroemia indica 'Alba' White Crape Myrtle
LIR Lagerstroemia indica 'Apapaho' Apapaho Crape Myrtle (Red)
MC Myrica cerifera Wax Myrtle (Tree Form)
EVERGREEN SHRUB
IC Ilex crenata 'Stokes' Stokes Japanese Holly
PL Prunus lauroceraus Dwarf English Laurel
RI Raphiolepis indica 'alba' White Indian Hawthorn
DECIDUOUS SHRUB
VP Viburnum plicatum 'Summer Snowflake'
Summer Snowflake Doublefile Viburnum
PERENNIAL/GROUNDCOVER/VINE
PS Phlox subulata Creeping Phlox
OJ Ophiopogon jaburan Mondo Grass
TURFGRASS SOD (TYPE 1)
· (RE: 329223 - SODDING)
· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:
329300-EXTERIOR PLANTS)
TURFGRASS SOD (TYPE 2)
· (RE: 329223 - SODDING)
· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:
329300-EXTERIOR PLANTS)
INERT MULCH MATERIAL "DECORATIVE ROCK"
· (RE: 329300-EXTERIOR PLANTS)
P1
P2
P3
M
AT
C H
LI
N
E L
P
2X
MATCHLINE
LP 103X
GRAPHIC
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
KEY PLAN
LP 101X
LP 103X
LP 102X
LP 104X
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
E
NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
REFER TO SHEET LP 600X - LANDSCAPE PLANTING SCHEDULE
FOR FULL PLANTING SCHEDULE.
MULTICORELINK:1363603 LP 400-LP400 LANDSCAPE PLAN ENLARGEMENT
DRAYTON ST. M
AYBERRY ST.
T.B.M.#1
LO
D
LOD LOD
LO
D
LO
D
LOD
LOD
LO
D
LODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D LOD
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
F F F F F F F F F F F F F F F F F
W W W W W W W W W W W W W W W W
W
W
W W
W
W
W W
W
W
W
W
GGGGGGGG
W W W W W W W W
W W
W W
W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
EUE
UC
UC
UCUC
UC
UC
UC
UC
EUE
P-1P-2
P-
P-4P-5
P-
S-6
S-
5PV-2
P-1A
P-1A
SD
SD
SDSD
SD SD
SD
SD
SD
SD
DRAYTON ST.
M
AYBER
R
Y ST.
P-475
PARKING
LOT
P1
P1
P1
P1
PERIMETER
SECURITY FENCE
(RE: CIVIL DWGS)
PERIMETER
SECURITY FENCE
(RE: CIVIL DWGS)
PROVIDE 6"
CONCRETE EDGE
RE: B4/LP501)
P1 P1
P1
(1) AR(1) AR
(4) AR
(2) AR
(2) LIR
(21) IC
5.00'
9.
(T
YP
8.00'
(TYP.)
3.
9.
(T
YP
8.00'
(TYP.)
SWITCHGEAR BOX
RAMP
(RE: CIVIL
DWGS)
STEPS
(RE: CIVIL DWGS)
TRANSFORMER
PAD
50.00' O.C.
TYP.
LIGHT
POLE
(TYP.)
LIGHT POLE
(TYP.)
MANHOLE
(TYP.)
LIMITS OF
DISTURBANCE (LOD)
TYP.
P1
P1
32.00' 16.50' 13.00'
15.50'
(1) AR
(1) AR
(1) AR
(1) AR
(1) AR
(2) QV
PROVIDE 6"
CONCRETE EDGE
RE: B4/LP501)
CONCRETE EDGE
(1) AR
(2) QV
(1) QV
(2) QV (2) QV
(2) AR
(1) QV
(9) PL
(6) IC
(10) VP
(5) PL (7) PL
(10) VP
P1
P1 P1
P1
P1
PROVIDE 6"
CONCRETE EDGE
RE: B4/LP501)
(4) IC
PROVIDE 6"
CONCRETE EDGE
RE: B4/LP501)
(8) PL
P1
P1 P1
(4) RI
(4) IC
(4) RI
(4) IC
(4) RI
(4) IC
(4) RI
(5) IC
(4) RI
(4) IC
(4) RI
(4) IC
(3) RI
(4) RI
5.00'
5.00'
(39) OJ
LP102X
LA
ND
SC
AP
E
PL
AN
Scale:
LANDSCAPE PLANTING PLAN (BASE BID)A1 1:25
0 100'50'25' 150'12.5'
1"=25'-0" GRAPHIC SCALE
M
AT
C H
LI
N
E L
P
3X
MATCHLINE
LP 104X
GRAPHICPLAN
NORTH
TRUE N
GENERAL LANDSCAPE PLANTING NOTES:
LEGEND
1. THIS PLAN PROVIDES LAYOUT, QUANTITY & SIZES OF PLANT MATERIAL TO BE
PROVIDED BY THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING
SPECIFICATIONS FOR SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS &
EXECUTION OF WORK:
1.1. SECTION 320533 - LANDSCAPE ESTABLISHMENT
1.2. SECTION 329223 - SODDING
1.3. SECTION 329300 - EXTERIOR PLANTS
2. REFER TO FULL PLANTING SCHEDULE ON SHEET LP600X FOR PLANT SPECIES,
SIZES AND NOTES.
3. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE
RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL
"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF
NECESSARY.
4. LOCATIONS OF ALL PLANT MATERIALS SHALL BE STAKED IN THE FIELD AND
APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO PLANTING.
5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE AND GRASS
DISTURBED AREAS BACK TO ORIGINAL FINISHED GRADE ELEVATIONS, INCLUDING,
EQUIPMENT MATERIAL STORAGE AREA AND STAGING AREAS ADJACENT TO SITE.
REFER TO SHEET LP600X FOR FULL PLANTING SCHEDULE.
SYM. KEY BOTANICAL NAME COMMON NAME
SHADE/STREET TREES
AR Acer rubrum 'dromondii' Swamp Red Maple
TD Taxodium Distichum 'Mickelson' Shawnee Brave Bald Cyress
QV Quercus virginiana 'Cathedral' Cathedral Live Oak
ORNAMENTAL TREE
LIA Lagerstroemia indica 'Alba' White Crape Myrtle
LIR Lagerstroemia indica 'Apapaho' Apapaho Crape Myrtle (Red)
MC Myrica cerifera Wax Myrtle (Tree Form)
EVERGREEN SHRUB
IC Ilex crenata 'Stokes' Stokes Japanese Holly
PL Prunus lauroceraus Dwarf English Laurel
RI Raphiolepis indica 'alba' White Indian Hawthorn
DECIDUOUS SHRUB
VP Viburnum plicatum 'Summer Snowflake'
Summer Snowflake Doublefile Viburnum
PERENNIAL/GROUNDCOVER/VINE
PS Phlox subulata Creeping Phlox
OJ Ophiopogon jaburan Mondo Grass
TURFGRASS SOD (TYPE 1)
· (RE: 329223 - SODDING)
· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:
329300-EXTERIOR PLANTS)
TURFGRASS SOD (TYPE 2)
· (RE: 329223 - SODDING)
· 4" TOPSOIL WITH 2" COMPOST TOP LAYER (RE:
329300-EXTERIOR PLANTS)
INERT MULCH MATERIAL "DECORATIVE ROCK"
· (RE: 329300-EXTERIOR PLANTS)
P1
P2
P3
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
KEY PLAN
LP 101X
LP 103X
LP 102X
LP 104X
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
E
NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
REFER TO SHEET LP600X- LANDSCAPE SCEDULE
FOR FULL PLANTING SCHEDULE.
DOUBLE ROW OF (OJ)
MONDO GRASS SPACED
AT 12" O.C.; REFER TO
PLANS FOR QUANTITIY
(2) (RI) INDIAN
HAWTHORN SPACED
AT 48" O.C.
(2) (RI) INDIAN
HAWTHORN SPACED
AT 48" O.C.
DRAIN INLET
(RE: CIVIL DWGS)
P3
ADJACENT
CONCRETE WALK
(RE: CIVIL DWGS)
B2
LP501
5.
(T
YP
5.
(T
YP
LP400X
LA
ND
SC
AP
E
PL
AN
E
NL
AR
GE
ME
NT
GRAPHIC
PLAN
NORTH
TRUE N
Scale:
DRAINAGE AREA ENLARGEMENT - TYPICALC4 1/8" = 1'-0"
0 24'16'8' 32'4'
1/8"=1'-0" GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
CUI
CU
I
CUI
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
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NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
DRAYTON ST. M
AYBERRY ST.
LO
D
LO
D
LO
D
LOD LOD
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D
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P-
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P-
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DRAYTON ST.
DRAYTON ST.
M
AYBER
R
Y ST.
P-475
PARKING
LOT
P-475
PARKING
LOT
S1
S2
S3 S1
S2
S3
S3
S1 S4
S2
S3
S1
S4
S3
S1
S2 S3
S1S2
S3
DRY DETENTION BASIN
(RE: CIVIL DWGS)
S3
S2
S2 S4
S1
S1
TIE SUBDRAINAGE PIPE
INTO DRAIN INLET (TYP.)
(RE: CIVIL DWGS)
C4
LP501
C4
LP501
TIE SUBDRAINAGE
PIPE INTO STORM
INLET (TYP.)
(RE: CIVIL DWGS)
B4
LP501
B4
LP501
B4
LP501
B4
LP501
B4
LP501
B4
LP501
B4
LP501
S4
TIE SUBDRAINAGE PIPE
INTO DRAIN INLET (TYP.)
(RE: CIVIL DWGS)
TIE SUBDRAINAGE PIPE
INTO DRAIN INLET (TYP.)
(RE: CIVIL DWGS)
S4
S4
S1
S1
S4
S4
S1
S4TIE SUBDRAINAGE
PIPE INTO STORM
INLET (TYP.)
(RE: CIVIL DWGS)
TIE SUBDRAINAGE
PIPE INTO STORM
INLET (TYP.)
(RE: CIVIL DWGS) S4
S4
TIE SUBDRAINAGE PIPE
INTO DRAIN INLET (TYP.)
(RE: CIVIL DWGS)
S1
S4
S2
S2
CATCH BASIN #6
INV IN SOUTH = 23.50
FL 24.70
FL 25.00
FL 25.00 FL 24.45
CATCH BASIN #14
INV IN SOUTH = 23.50
FL 25.00
FL 24.50
CATCH BASIN #30
RIM 26.34
INV IN EAST = 24.40
FL 25.50
CATCH BASIN #32
INV IN SOUTH = 24.50
FL 25.50
FL 24.50
CATCH BASIN #63
INV IN WEST = 23.50
FL 23.00
FL 23.50
CATCH BASIN #62
INV IN WEST = 22.50
INV IN EAST = 23.50
CATCH BASIN #58
INV IN EAST = 22.50
FL 23.50
FL 23.50
FL 23.25
CATCH BASIN #19
INV IN WEST = 22.25
FL 24.00
FL 26.50
INV IN EAST = 26.25
INV OUT WEST = 25.50CATCH BASIN RD #27
INV IN EAST = 25.15
FL 23.75
PLAN
NORTH
TRUE N
LP401X
LA
ND
SC
AP
E
SU
BD
RA
IN
AG
E
EN
LA
RG
EM
EN
T
0 100'50'25' 150'12.5'
1"=25'-0" GRAPHIC SCALE
GENERAL LANDSCAPE SUBDRAINAGE NOTES
1. THIS PLAN PROVIDES LAYOUT OF LANDSCAPE SUBDRAINAGE TO BE PROVIDED BY
THE LANDSCAPE CONTRACTOR. REFER TO THE FOLLOWING SPECIFICATIONS FOR
SCOPE OF WORK, RESPONSIBILITIES, PRODUCTS & EXECUTION OF WORK:
1.1. SECTION 329300 - EXTERIOR PLANTS
2. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES BY CONTACTING THE
RESPECTIVE UTILITY COMPANIES AND/ OR THE LOCAL
"ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND BY EXCAVATING TEST PITS IF
NECESSARY.
3. ALL DRAIN PIPE SHALL HAVE A MINIMUM 0.5% SLOPE
S1 PROVIDE 4" PERFORATED DRAIN PIPE;
· (RE: B4/LP501)
S2 PROVIDE 4" SOLID DRAIN PIPE;
· (RE: B1/LP501)
S3 PROVIDE 4" CLEANOUT PIPE;
· (RE: A2/LP501)
S4 PROVIDE 4" DRAIN CAP;
· (RE: A4/LP501)
(DIRECTION OF FLOW)
INVERT ELEVATION (BOTTOM OF PIPE)
FLOW ELEVATION (BOTTOM OF PIPE)
INV IN/OUT
FL
GRAPHIC
Scale:
LANDSCAPE SUBDRAINAGE ENLARGEMENT PLAN (BASE BID)A1 1:25
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
E
NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
LO
D
LOD LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
W W W W W W W W W W W W W W W W W W W W W
F F F F F F F F F F F F F F F F W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W W
W
W
W
W
F F
F F
F F
F F
F F
F
GGGGG
W W
W W
W W
W
W
W W W W W W W W W
W
W W
W
W W
W W
W
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W W
EUE
EUP
UC UC
UC
CA
TV
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UC
UCEUE
EUP
P-1P-2
P-
P-4P-5
P-
S-6
S-
S-1
S-
S-
P-8
P-
PV-2
PV
-3
F-1
F-
P-1A
P-1A
GL
S-3
SD
SDSD SD
SDSD
SD
SD
M
AYBER
R
Y ST.
DRAYTON ST.
P-475
PARKING
LOT
P-475
HANGAR
PROVIDE (2) 6' BENCHES;
SURFACE MOUNTED
(RE: D4/ LF500)
PROVIDE (2) 6' BENCHES;
SURFACE MOUNTED
(RE: D4/ LF500)
PROVIDE (8)
RAMP
HANDRAILS
(RE: A3/ LF500) PROVIDE (2)
RAMP
HANDRAILS
(RE: A3/ LF500)
D4
LF101X
B4
LF101X
(TYP.)
A4
LF101X
LIMITS OF
DISTURBANCE (LOD)
TYP.
LIMITS OF
DISTURBANCE (LOD)
TYP.
LIMITS OF
DISTURBANCE (LOD)
TYP.
LF101X
SS SS SS SS SS SS SS SS
S-
PV
-3
PROVIDE (2) 6'
BENCHES; SURFACE
MOUNTED
(RE: D4/ LF500)
PROVIDE (3) STEP
HANDRAILS
(RE: B4/ LF500)
B4
LF500
EQ. EQ. EQ. EQ.
HANGAR
ENTRY
CENTER HANDRAIL
WITHIN STEPS
PROVIDE 6' BENCH;
SURFACE MOUNTED
(RE: D4/ LF500)
EQ. EQ.
PLANTING
BED
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
W W
W
W
W
W W
W W
UC
PROVIDE STEP
HANDRAILS
(RE: B1/ LF500)
B1
LF500
LF101X
LA
ND
SC
AP
E
FU
RN
IS
HI
NG
P
LA
N
Scale:
LANDSCAPE FURNISHING PLAN (BASE BID)A1 1:40
0 120'80'40' 160'20'
1"=40'-0" GRAPHIC SCALE
SITE FURNISHING SCHEDULE
SYM ITEM/DESCRIPTION
BENCH
(REFER TO DETAIL D4/LF500
OR NOTED ENLARGEMENT
FOR LOCATING IN
LANDSCAPE)
HANDRAILS (STEP OR RAMP)
(RE: DETAILS SHEET LF500)
QUANTITY
1. THIS PLAN PROVIDES LAYOUT & QUANTITY OF ALL SITE
FURNISHINGS TO BE PROVIDED BY THE LANDSCAPE
CONTRACTOR. REFER TO SECTION 12 93 00 - SITE
FURNISHINGS FOR COMPLETE SCOPE OF WORK, RESPONSIBILITIES,
PRODUCTS AND EXECUTION OF WORK
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES BY
CONTACTING ALL OF THE RESPECTIVE UTILITY COMPANIES AND/
OR THE LOCAL "ONE-CALL"/"CALL-BEFORE-YOU-DIG" SYSTEM AND
BY EXCAVATING TEST PITS IF NECESSARY.
3. LANDSCAPE ARCHITECT & OWNERS REP TO SELECT FINAL
LOCATIONS OF ALL SITE FURNISHINGS. CONTRACTOR TO NOTIFY
LANDSCAPE ARCHITECT AND OWNERS REP PRIOR TO FINAL
PLACEMENT OF ALL FURNISHINGS.
GENERAL SITE FURNISHING NOTES
Scale:
HANGER ENTRANCE PLAND4 1" = 10'-0"
Scale:
BENCH LAYOUT B - TYPICALB4 1/8" = 1'-0"
Scale:
NORTHEAST PARKING AREAA4 1"= 20'-0"
PLANNORTHTR
U
E N
VARIES
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
E
NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
0 40'20'10'
1"=10'-0" GRAPHIC SCALE
0 32'16'8'
1"=8'-0" GRAPHIC SCALE
0 80'40'20'
1"=20'-0" GRAPHIC SCALE
MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,HANGER ENTRANCE HANDRAIL(2)
MULTICORELINK:1363603 LF 500-LF500 LANDSCAPE FURNISHING DETAILS
MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,GARAGE ENTRY HANDRAIL(2)
MULTICORELINK:1363603 LF 500-LF500 LANDSCAPE FURNISHING DETAILS
MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,BENCH INSTALLATION TYPICAL(2) MULTICOREVIEWLINK:LF500 LANDSCAPE FURNISHING DETAILS,BENCH INSTALLATION TYPICAL(2)
MULTICORELINK:1363603 LF 500-LF500 LANDSCAPE FURNISHING DETAILS
8"
EDGE OF
PAVEMENT OR
WALL FACE
PROVIDE SURFACE
MOUNTED BENCH;
(RE: SECTION 129300);
SURFACE MOUNT PER
MANUFACTURER
RECOMMENDATIONS.
1'-6"
TOP
STEP
SLOPE
LIGHT BROOM
TREAD FINISH
(TYP.)
R1"
2" BATTERED EDGE
STEP ENLARGEMENT
2'-0"
STEPS
SLOPE
PROVIDE HANDRAIL;
(RE: SECTION 055200)
PLANTER WALL BEYOND
(RE: CIVIL GRADING PLANS)
REFER TO TYPICAL
STAIR DETAIL ABOVE
3' -0
3' -0
1'-6"
BOTTOM
STEP
METAL HANDRAILS
· 1-1/2" DIA.
· HOT-DIPPED GALVANIZED STEEL
· REFER TO SECTION 055200- METAL
HANDRAILS
· PROVIDE SHOP DRAWINGS (REFER
TO SECTION 055200)
CORE DRILL AND EPOXY
SET POSTS (TYP.); SEE
ENLARGEMENT ABOVE
PROVIDE METAL ESCUTCHEON AT
POST BASE
CORE DRILL & EPOXY SET
6" M
IN
FINISHED GRADE
POST
POST ENLARGEMENT
T.O.S. ELEV.
(REFER TO CIVIL
DWGS)
B.O.S. ELEV.
(REFER TO CIVIL
DWGS)
6"
MIN.
PLANTER WALL
FACE
3' -0
M
EA
SU
R
ED
A T
R
IS
ER
N
O
SE
1'-6"
TOP
STEP
3' -0
1% SLOPE (TYP.)
PROVIDE 1-1/2" DIA.
VERTICAL SUPPORT RAILS
(RE: SECTION 055200)
1% SLOPE
LIGHT BROOM
TREAD FINISH
(TYP.)
5.625
R1"
2" BATTERED EDGE
STEP ENLARGEMENT
REFER TO STAIR DETAIL
ABOVE
1'-6"
BOTTOM
STEP
METAL HANDRAILS
· 1-1/2" DIA.
· GALVANIZED STEEL
· REFER TO SECTION 055200- METAL HANDRAILS
· CONTRACTOR TO PROVIDE SHOP DRAWINGS
(REFER TO SECTION 055200)
CORE DRILL AND
EPOXY SET POSTS
(SEE ENLARGEMENT
ABOVE)
PROVIDE METAL ESCUTCHEON AT
POST BASE
CORE DRILL & EPOXY SET
6" M
IN
FINISHED GRADE
POST
POST ENLARGEMENT
B.O.S. 22.48 T.O.S. 24.96
3'-6"5'-0" O.C.
16'-0"
5'-0" O.C.4'-0"
6"
MIN.
EDGE OF
PAVEMENT
LF500X
LA
ND
SC
AP
E
FU
RN
IS
HI
NG
D
ET
AI
LS
Scale:
BENCH INSTALLATION - TYPICALD4 N.T.S.
Scale:
HANGAR ENTRANCE STEPS & HANDRAILB4 N.T.S.Scale:
GARAGE ENTRY STEPS & HANDRAILB1 N.T.S.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
BDR RWB BDG
DLB
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD Beaufort, SC via email.
ENGINEERS + SURVEYORS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
DC
C
OR
E
NO
RF
OL
K, V
A
M
CA
S
BE
AU
FO
RT
BE
AU
FO
RT
, S
C
P-
AI
RC
RA
FT
M
AI
NT
EN
AN
CE
H
AN
G
AR
VO
LU
M E
SI
TE
B
AS
E
BI
D
AN
D
AD
DI
TI
ON
AL
O
PT
IO
NS
KTB/RLH
EJA
DSN
1363603
12/15/2022
01/13/2023
SMOKE PARTITION (NON-RATED)
1 HOUR FIRE BARRIER
PARTITION LEGEND
NON-RATED PARTITION
SMOKE BARRIER
HK
D
HE
HF
HG
HH
HJ
32 4
H1 H5 H6 H7 H8 H9H2 H3 H4
A3
AE311
A2
AE311
A2
AE312
A3
AE312
AE218
A1
AE215A1
HANGAR
1'-11" 11'-10" 3'-4" 2'-9"
0.
0.
100.3
A1
AE311
3' -4
8'
-0
2 2
8.
6.
4.
114C.2
W2
118.3
1C
.1
3 3
REF. LINE
SEE A1/AE101D
R E
F . L
IN
E
S E
E A
1/ A
E
Z
B
1TY
P
1' -4
S
LO
P E
S
LO
P E
S
LO
P E
SLOPESLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
1SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
S
LO
P E
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
S
LO
P E
TY
P
1' -4
1' -1
1"
'-1
0"
'-9
'-9
'-9
'-9
2'
-1 1"
11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 27'-11" 30'-0" 30'-0" 30'-0"
CONC PAD
10'-0" 11'-4"
5' -7
C O
N C
P
AD
7' -2
7'
-1 0"
C O
N C
P
AD
7' -2
'-7
C O
N C
P
AD
7' -2
6'
-2
C O
N C
P
AD
7' -2
'-3
C O
N C
P
AD
7' -2
AE212
A1
AE212
A1
AE211 C1
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
BAY 1 BAY 2 BAY 3
AE501
A2
2' -4
TY
P
1' -7
AE501
A1
3'-0"
1' -4
"1'-6" 2' -0
1' -4
3'-0"
107'-9" 3'-9"
CL TRENCH
6'-11"
CL TRENCH
22'-0"
CL TRENCH
22'-0"
CL TRENCH
23'-0"
CL TRENCH
23'-0"
CL TRENCH
23'-0"
2'-0"
4' -0
4'
-0
4' -0
1/
2"
4' -0
2'-0"
4' -0
'-1 0"
'-0
2'-0"
C1
AE521
A4
AE521
TYP
TYP
A1
AE521
TYP
C1
AE522
TYP
A1
AE623
TYP
13 13
S
LO
P E
S
LO
P E
S
LO
P E
AE403
C2
2 2 2
1/16" / 1'-0"
'-2
T
YP
C L
TR
EN
C H
'-0
/2
CL TRENCH
10'-8 1/4"
'-2
T
YP
'-1
0"
T
STA
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
KE
ITH HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M E
S
IT
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
1/
/2
4:
:5
P
M
As indicated
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
S E
C T
O R
A
AE101ZA
EAD MEC BKH
12871477
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
C REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
D REFER TO SHEETS AE101-AE105 FOR OVERALL ELEVATION AND BUILDING SECTION
REFERENCES.
E REFER TO AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL PLANS.
F REFER TO AE601-AE602 FOR DOOR SCHEDULES. REFER TO AE611 FOR DOOR, DOOR
FRAME, AND WINDOW TYPES. REFER TO AE613 FOR CURTAINWALL / STOREFRONT
ELEVATIONS AND AE614 FOR TRANSLUCENT PANEL AND LOUVER ELEVATIONS.
G REFER TO SHEETS AE801-AE803 FOR PARTITION TYPES. PARTITIONS IN THE
CONTROLLED AREA TO BE R6 UNO. PARTITIONS IN UNCONTROLLED AREAS TO BE M8,
UNO.
H REFER TO SHEET AE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEETS AF601-AF602 FOR FINISH SCHEDULES AND AF610-AF612 FOR FINISH
IDENTIFICATION SCHEDULES.
J REFER TO SHEETS AF111D-AF112F FOR INTERIOR FINISH PLANS AND SHEETS IN205-206
FOR TOILET ROOM / SHOWER ELEVATIONS.
K REFER TO SHEETS QJ101F3, QJ102D4, QJ102E1, QJ102E3, QJ102F3, AND QJ102F4 FOR
LOCKERS AND TOILET ROOM DIMENSIONS AND ADDITIONAL INFORMATION.
L REFER TO SHEET QJ201 FOR TYPICAL EQUIPMENT MOUNTING HEIGHTS.
M REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
N ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
O ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
P DASHED LINES REPRESENT ITEMS ABOVE.
Q PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: 100 HANGAR, 120
GSE STORAGE, 124 COMPRESS, 135B ELEC, 153 MECH, 153A WATER RM. 154 FP CL, 1S02
STAIR 2, AND 1S03 STAIR 3.
MATERIAL NOTES
1 EMERGENCY SHOWER/ EYE WASH COMBINATION UNIT
2 PRECAST CONCRETE INSULATED WALL PANEL
1/8" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - SECTOR A
1 TRENCH, 48" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 TRENCH, 24" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 CONCRETE FILLED STEEL PIPE BOLLARDS. REFER TO DETAIL C4/AE591.
5 MECHANICAL EQUIPMENT AND PAD. REFER TO VOLUME 2B, SHEET MH101A FOR
ADDITIONAL INFORMATION.
6 AIRCRAFT MAINTENANCE CLEARANCE, TYP.
7 REFER TO B2/AE403 FOR ENLARGED PLAN AT INSULATED METAL PANEL CONDITION.
8 WASH FOUNTAIN. REFER TO VOLUME 2B, SHEET PP101A FOR ADDITIONAL INFORMATION.
9 HANGAR DOOR BOTTOM RAIL. REFER TO D1/AE101 FOR RAIL LAYOUT. REFER TO
A1/AE623 FOR BOTTOM RAIL DETAIL.
10 FIXED STEEL FRAMING FOR CABLE MANAGEMENT FOR POWER CONVERTER EQUIPMENT
ABOVE. REFER TO DETAIL A3/AE591 FOR ADDITIONAL INFORMATION.
11 SAFETY GUARDRAIL. REFER TO C1/AE591.
12 DASHED CIRCLE INDICATES CONE OF COVERAGE OF FALL ARREST SYSTEM'S ANCHOR
ABOVE. REFER TO SHEETS AE112A-AE112C FOR FALL ARREST SYSTEM'S RIGID RAIL
LOCATIONS.
13 (2) TRENCH GRATE COVERS, HINGED, NON-GAS LIFT ASSIST, EXTRA-HEAVY DUTY, 24"
LONG. REFER TO SECTION DETAIL C4/AE521.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
1/
/2
01/16/2026
SMOKE PARTITION (NON-RATED)
1 HOUR FIRE BARRIER
PARTITION LEGEND
NON-RATED PARTITION
SMOKE BARRIER
HK
D
HE
HF
HG
HH
HJ
10 11 13
H15 H16 H17 H18 H19 H23
H22H21H20
A1
AE311
AE217
C2
AE215 C1
AE216
A1
30'-0" 30'-0" 30'-0" 27'-11" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2" 11'-6 1/2"
0.
0.
1' -1
1"
'-9
'-9
'-9
'-1
0"
100.6
A3
AE311
A2
AE311
2 2
6.
0.
2 W2 W2 W2
2.
3W2
1C
.1
R E
F . L
IN
E
S E
E A
1/ A
E
Z
B
REF. LINE
SEE A1/AE101F
S
LO
P E
S
LO
P E
S
LO
P E
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE
SLOPE
3' -4
8'
-0
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
1/16" / 1'-0" 1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
S
LO
P E
S
LO
P E
S
LO
P E
HANGAR
S
LO
P E
2' -1
1"
AE217
C1
AE216A2
AE217
A1
1/16" / 1'-0"
1/
/ 1
'-0
1/
/ 1
'-0
BAY 7 BAY 8 BAY 9
AE501
A1
AE501
A2
4.
'-1
0"
'-9
'-9
'-9
'-9
2'
-1 1"
OPH
3'-0"
1' -4
3'-2 1/4" 9'-3 3/4"
1' -4
" 9 924'-2"
6'-10"
1/
2" 4'
-0
4' -0
4'
-0
4' -0
2'-0"
'-0
4' -0
'-1 0"
2'-0"
A1
AE623
TYP
A4
AE521
TYP
C1
AE521
OPH
TYP
A1
AE521
TYP
C1
AE522
TYP
5' -4
C O
N C
P
AD
7' -2
'-1 0"
C O
N C
P
AD
7' -2
5'
-5
C O
N C
P
AD
7' -2
'-1
C O
N C
P
AD
7' -2
12 12 12
1/
/ 1
'-0
1/
/ 1
'-0
'-1
/2
" T
YP
C L
TR
EN
C H
'-0
/2
CL TRENCH
4'-11 1/4"
T
STA
E OF F L OR IDA
R
EG I STER E D A R C H IT
E C T
B
IL
Y
KE
ITH HO
L
LLO
W A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
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S
E N
G
IN
E E
R
IN
G S
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T E
M S
C O
M M
A
V A
L F
A C
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S
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G
IN
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IN
G S
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C O
M M
A N
D
M
ID
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LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r.r vt
1/
/2
4:
:0
P
M
As indicated
H A
N G
A R
F
L O
O R
P
LA
N
G R
O U
N D
F L
O O
R
S E
C T
O R
C
AE101ZC
EAD MEC BKH
12871479
1 TRENCH, 48" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
2 TRENCH, 24" WIDE. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
3 MECHANICAL EQUIPMENT AND PAD. REFER TO VOLUME 2B, SHEET MH101C FOR
ADDITIONAL INFORMATION.
4 AIRCRAFT MAINTENANCE CLEARANCE, TYP.
5 WASH FOUNTAIN. REFER TO VOLUME 2B, SHEET PP101C FOR ADDITIONAL INFORMATION.
6 HANGAR DOOR BOTTOM RAIL. REFER TO D1/AE101 FOR RAIL LAYOUT. REFER TO
A1/AE623 FOR BOTTOM RAIL DETAIL.
7 CONCRETE FILLED STEEL PIPE BOLLARDS. REFER TO DETAIL C4/AE591.
8 REFER TO B2/AE403 FOR ENLARGED PLAN AT INSULATED METAL PANEL CONDITION.
9 FIXED STEEL FRAMING FOR CABLE MANAGEMENT FOR POWER CONVERTER EQUIPMENT
ABOVE. REFER TO DETAIL A3/AE591 FOR ADDITIONAL INFORMATION.
11 DASHED CIRCLE INDICATES CONE OF COVERAGE OF FALL ARREST SYSTEM'S ANCHOR
ABOVE. REFER TO SHEETS AE112A-AE112C FOR FALL ARREST SYSTEM'S RIGID RAIL
LOCATIONS.
12 (2) TRENCH GRATE COVERS, HINGED, NON-GAS LIFT ASSIST, EXTRA-HEAVY DUTY, 24"
LONG. REFER TO SECTION DETAIL C4/AE521.
A REFER TO SHEET AE001 FOR GENERAL ABBREVIATIONS AND ARCHITECTURAL SYMBOLS.
B REFER TO GC001 FOR LIFE SAFETY CODE SUMMARY AND GC101-GC102 FOR LIFE SAFETY
PLANS.
C REFER TO VOLUME 2B, SHEETS CS103-CS104 FOR CIVIL SITE INFORMATION, LP101-LP104
FOR LANDSCAPE INFORMATION, AND LF101 FOR SITE FURNISHING INFORMATION.
D REFER TO SHEETS AE101-AE105 FOR OVERALL ELEVATION AND BUILDING SECTION
REFERENCES.
E REFER TO AE231AC-AE232F FOR EXTERIOR PRECAST PANEL DIMENSIONAL PLANS.
F REFER TO AE601-AE602 FOR DOOR SCHEDULES. REFER TO AE611 FOR DOOR, DOOR
FRAME, AND WINDOW TYPES. REFER TO AE613 FOR CURTAINWALL / STOREFRONT
ELEVATIONS AND AE614 FOR TRANSLUCENT PANEL AND LOUVER ELEVATIONS.
G REFER TO SHEETS AE801-AE803 FOR PARTITION TYPES. PARTITIONS IN THE
CONTROLLED AREA TO BE R6 UNO. PARTITIONS IN UNCONTROLLED AREAS TO BE M8,
UNO.
H REFER TO SHEET AE821 FOR THROUGH PENETRATION FIRESTOP SYSTEM SCHEDULE
AND TYPICAL RATED PARTITION PENETRATION DETAILS.
I REFER TO SHEETS AF601-AF602 FOR FINISH SCHEDULES AND AF610-AF612 FOR FINISH
IDENTIFICATION SCHEDULES.
J REFER TO SHEETS AF111D-AF112F FOR INTERIOR FINISH PLANS AND SHEETS IN205-206
FOR TOILET ROOM / SHOWER ELEVATIONS.
K REFER TO SHEETS QJ101F3, QJ102D4, QJ102E1, QJ102E3, QJ102F3, AND QJ102F4 FOR
LOCKERS AND TOILET ROOM DIMENSIONS AND ADDITIONAL INFORMATION.
L REFER TO SHEET QJ201 FOR TYPICAL EQUIPMENT MOUNTING HEIGHTS.
M REFER TO SHEETS AE451-AE453 FOR AIR BARRIER DIAGRAMS.
N ARCHITECTURAL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF INSULATED
PRECAST PANEL AND FACE OF METAL STUD, UNO.
O ARCHITECTURAL DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY / CONCRETE,
FACE OF METAL STUD, UNO.
P DASHED LINES REPRESENT ITEMS ABOVE.
Q PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC) OF C4 FOR
BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING ROOMS: 100 HANGAR, 120
GSE STORAGE, 124 COMPRESS, 135B ELEC, 153 MECH, 153A WATER RM. 154 FP CL, 1S02
STAIR 2, AND 1S03 STAIR 3.
MATERIAL NOTES
1 EMERGENCY SHOWER/ EYE WASH COMBINATION UNIT
2 SEISMIC JOINT SYSTEM, WALL
3 PRECAST CONCRETE INSULATED WALL PANEL
1/8" = 1'-0" A1
FLOOR PLAN - GROUND FLOOR - SECTOR C
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
1/
/2
MFO
B
C
D
HE
6 8
H11 H12 H13 H14
5.10 7.2
A
976.86.6
POWER LINE OFF
110A
POWER LINE STOR
110B
FP
132 MAINT CHIEF
134D
MAINT OFF
134C
MAIN CNTRL OFF
134B
MC SUPPLY
134A
TOOL RM
FLIGHT EQUIP
MAINT CONTROL
JAN
BLDG MAINT STOR
FLIGHT EQUIP STOR
141A
FLIGHT EQUIP OFF
141B
ELEC
135A
DUTY
BUNK
VEST
1C01
ELEV MACH
LOBBY
CORR
1C08
CORR
1C06
VEST
1C07
ELEC
135B
FP CL
02 03 04 02 02 0307
FX402Z
C1
FX404
C3
Lic. No. 037705
ALISON WAKELINC
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
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
A
N D
A D
D
IT
IO
N
A L
O P
T
IO
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
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G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
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A C
IL
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S
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IN
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IN
G S
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M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head
& Supervisory Facility Planner, PWD Beaufort, SC via email.
EJA
DSN
DSN
12/15/2022
CUI
CUI
C U
I
M O
D P
5/
M O
D P
A
N D
M O
D P
0/
B Y
A M
E N
D M
E
T
1/
/2
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ge r - F
P
R V
T
.rv t
1/
/2
9:
:5
A
M
1/8" = 1'-0"
H A
N G
A R
L
O W
L E
V E
L S
U P
P R
E S
S
IO
N P
LA
N
G
R O
U N
D F
LO
O
R
S E
C T
O R
E
FX011ZE
ROP AHE APF
12871486
01 INCOMING 16" SERVICE LATERAL; REFER TO DRAWING CU105X
FOR CONTINUATION.
REFER TO SHEET FX001 FOR GENERAL NOTES AND SYMBOLS.A.
1/8" = 1'-0" A1
HANGAR - LOW LEVEL SUPPRESSION PLAN - GROUND FLOOR - SECTOR E
PROVIDE EXTERIOR EXPOSURE CORROSION PROTECTION AND CONTROL IN
ACCORDANCE WITH AN ENVIRONMENTAL SEVERITY CLASSIFICATION (ESC)
OF C4 FOR BUILDING SYSTEMS AND COMPONENTS IN THE FOLLOWING
ROOMS: 100 HANGAR, 120 GSE STORAGE, 124 COMPRESS, 135B ELEC, 153
MECH, 153A WATER RM. 154 FP CL, 1S02 STAIR 2, AND 1S03 STAIR 3.
B.
H4H1 H2 H3 H5 H6 H7 H8 H9
HK
HJ
HH
HG
HF
HE
D
ACU
1.5
ACU
1.4
ACU
1.1
ACU
1.2
ACU
1.3
EF
2 2
6Ø
6Ø 6Ø
REF. LINE
SEE A1/MH101D
R E
F . L
IN
E
S E
E A
1/ M
H
1B
R E
F . L
IN
E
S E
E A
1/ M
H
1A
REF. LINE
SEE A1/MH101A
No 66893
STATE OF
WA
L L
A
BED DR
N
H O
J
P R
O F
N S
S
OI
E
LA ENG
IN
E E
R
LICENSE
F
LO RIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
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N
A L
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TI
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N S
D C
C O
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B E
A U
F O
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, S C
N O
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O
LK
, V A
N A
V A
L F
A C
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IT
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S
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G
IN
E E
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IN
G S
Y S
T E
M S
C O
M M
A
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A C
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S
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G
IN
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IN
G S
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T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ M
E -v
.rv t
1/
/2
:3 9:
A
M
1/8" = 1'-0"
H A
N G
A R
D
U C
T W
O R
K P
LA
N
G
R O
U N
D F
LO
O
R
S E
C T
O R
A
MH101ZA
MAB MAB JEB
12871498
1/8" = 1'-0"A1
DUCTWORK PLAN, GROUND FLOOR, AREA A
1 6" HIGH CONCRETE HOUSEKEEPING PAD.
REFER TO STRUCTURAL DETAIL - TYPICAL.
2 ACU REMOTE CONTROL PANEL - TYPICAL
3 28x28 DUCT UP TO EXHAUST LOUVER.
EXHAUST DUCT DOWN FROM EF TO 12" A.F.F.
WITH 26x26 SIDE OPENING WITH W.W.F.
TYPICAL THREE SIDES.
4 PIPE SUPPORT - TYPICAL
5 WELD JOINTS AND FITTINGS FOR PCA PIPE
INSTALLED ABOVE FLOOR AND INSTALL WITH
A CONTINUOUS SLOPE OF 1/16" PER FOOT
FROM THE HIGH POINT TO THE VERTICAL
DROP DOWN TO THE FLOOR TRENCHES -
TYPICAL
6 6" PCA PIPING DOWN TO TRENCH THROUGH
FIELD COORDINATED AND SIZED OPENING IN
TRENCH GRATING. REFER TO STRUCTURAL
DRAWINGS FOR TRENCH DETAILS.
7 PROVIDE BOLTED FLANGED JOINTS FOR 6"
PCA PIPING INSTALLED IN THE TRENCHES AND
INSTALL AT A CONTINUOUS SLOPE OF 1/16"
PER FOOT TOWARDS THE END CONNECTION
FOR THE AIRCRAFT. FLANGED JOINTS SHALL
BE A MAXIMUM OF 20' SPACING.
8 PROVIDE INDUSTRIAL, STAINLESS STEEL DIAL
THERMOMETER AND PRESSURE GAUGE IN 6"
PCA PIPING JUST PRIOR TO 6"X4" TRANSITION
FITTING. SEE DETAIL A1/MH506 FOR
TERMINATION OF PCA PIPING INCLUDING FLEX
DUCT CONNECTION ADAPTER.
9 PROVIDE FLEXIBLE EXPANSION JOINT AND
PRESSURE/TEMPERATURE TEST PLUG AT
DISCHARGE OF PCA UNITS FOR MANUAL
MEASUREMENT OF PRESSURE AND
TEMPERATURE WITH INSERTION GAUGES. -
TYPICAL
10 PROVIDE STUCCO EMBOSSED ALUMINUM
JACKET OVER HDPE JACKET ON EXPOSED PCA
PIPE. - TYPICAL
11 6" FLANGED, STAINLESS STEEL BELLOWS
TYPE EXPANSION JOINT WITH INTERNAL LINER
FOR SMOOTH AIRFLOW PATH AND UP TO 2"
EXPANSION/CONTRACTION CAPABILITY. SEE
DETAIL C4/MH506 FOR INSULATION
INSTALLATION REQUIREMENTS.
A. REFER TO SYMBOLS, ABBREVIATIONS, AND
GENERAL NOTES ON SHEETS MH001 AND MH002.
B. REFER TO DETAILS ON SHEET MH506 FOR PCA
SYSTEM.
C. REFER TO SHEET AE002 FOR CORROSION
PREVENTION AND CONTROL REQUIREMENTS.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
1/
/2
H10 H11 H12 H13 H14
HJ
HH
HG
HF
HE
D
HANGAR
EF
1 1 1
6Ø6Ø
R E
F . L
IN
E
S E
E A
1/ M
H
1C
R E
F . L
IN
E
S E
E A
1/ M
H
1A
REF. LINE
SEE A1/MH101E
No 66893
STATE OF
WA
L L
A
BED DR
N
H O
J
P R
O F
N S
S
OI
E
LA ENG
IN
E E
R
LICENSE
F
LO RIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ M
E -v
.rv t
1/
/2
:3 9:
A
M
1/8" = 1'-0"
H A
N G
A R
D
U C
T W
O R
K P
LA
N
G
R O
U N
D F
LO
O
R
S E
C T
O R
B
MH101ZB
MAB MAB JEB
12871499
1/8" = 1'-0"A1
DUCTWORK PLAN, GROUND FLOOR, AREA B
1 ACU REMOTE CONTROL PANEL - TYPICAL
2 PROVIDE BOLTED FLANGED JOINTS FOR 6"
PCA PIPING INSTALLED IN THE TRENCHES AND
INSTALL AT A CONTINUOUS SLOPE OF 1/16"
PER FOOT TOWARDS THE END CONNECTION
FOR THE AIRCRAFT. FLANGED JOINTS SHALL
BE A MAXIMUM OF 20' SPACING.
3 PROVIDE INDUSTRIAL, STAINLESS STEEL DIAL
THERMOMETER AND PRESSURE GAUGE IN 6"
PCA PIPING JUST PRIOR TO 6"X4" TRANSITION
FITTING. SEE DETAIL A1/MH506 FOR
TERMINATION OF PCA PIPING INCLUDING FLEX
DUCT CONNECTION ADAPTER.
4 28x28 EXHAUST DUCT UP. EXHAUST DUCT DOWN TO 12" A.F.F. WITH 26x26 SIDE
OPENINGS - TYPICAL THREE SIDES.
A. REFER TO SYMBOLS, ABBREVIATIONS, AND
GENERAL NOTES ON SHEETS MH001 AND MH002.
B. REFER TO DETAILS ON SHEET MH506 FOR PCA
SYSTEM.
C. REFER TO SHEET AE002 FOR CORROSION
PREVENTION AND CONTROL REQUIREMENTS.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
1/
/2
H15 H16 H17 H18 H19 H20 H21 H22 H23
HK
HJ
HH
HG
HF
HE
D
ACU
1.6
ACU
1.7
ACU
1.9
ACU
1.8
EF
EF
6Ø
CCU
2.1
11 11
CCU
2.2
R E
F . L
IN
E
S E
E A
1/ M
H
1C
REF. LINE
SEE A1/MH101F
R E
F . L
IN
E
S E
E A
1/ M
H
1B
REF. LINE
SEE A1/MH101C
No 66893
STATE OF
WA
L L
A
BED DR
N
H O
J
P R
O F
N S
S
OI
E
LA ENG
IN
E E
R
LICENSE
F
LO RIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
FT
M
A
IN
TE
N
A N
C E
H A
N G
A R
V
O
LU
M
E B
A S
E B
ID
W
IT
H
A D
D
IT
IO
N
A L
O P
TI
O
N S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
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
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
C U
I
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
F
M ai nt H an ga r_ M
E -v
.rv t
1/
/2
:3 9:
A
M
1/8" = 1'-0"
H A
N G
A R
D
U C
T W
O R
K P
LA
N
G
R O
U N
D F
LO
O
R
S E
C T
O R
C
MH101ZC
MAB MAB JEB
12871500
1/8" = 1'-0"A1
DUCTWORK PLAN, GROUND FLOOR, AREA C
1 6" HIGH CONCRETE HOUSEKEEPING PAD.
REFER TO STRUCTURAL DETAIL - TYPICAL.
2 ACU REMOTE CONTROL PANEL - TYPICAL
3 28x28 DUCT UP TO EXHAUST LOUVER.
EXHAUST DUCT DOWN FROM EF TO 12" A.F.F.
WITH 26x26 SIDE OPENING WITH W.W.F.
TYPICAL THREE SIDES.
4 PIPE SUPPORT - TYPICAL
5 WELD JOINTS AND FITTINGS FOR PCA PIPE
INSTALLED ABOVE FLOOR AND INSTALL WITH
A CONTINUOUS SLOPE OF 1/16" PER FOOT
FROM THE HIGH POINT TO THE VERTICAL
DROP DOWN TO THE FLOOR TRENCHES -
TYPICAL
6 6" PCA PIPING DOWN TO TRENCH THROUGH
FIELD COORDINATED AND SIZED OPENING IN
TRENCH GRATING. REFER TO STRUCTURAL
DRAWINGS FOR TRENCH DETAILS.
7 PROVIDE BOLTED FLANGED JOINTS FOR 6"
PCA PIPING INSTALLED IN THE TRENCHES AND
INSTALL AT A CONTINUOUS SLOPE OF 1/16"
PER FOOT TOWARDS THE END CONNECTION
FOR THE AIRCRAFT. FLANGED JOINTS SHALL
BE A MAXIMUM OF 20' SPACING.
8 PROVIDE INDUSTRIAL, STAINLESS STEEL DIAL
THERMOMETER AND PRESSURE GAUGE IN 6"
PCA PIPING JUST PRIOR TO 6"X4" TRANSITION
FITTING. SEE DETAIL A1/MH506 FOR
TERMINATION OF PCA PIPING INCLUDING FLEX
DUCT CONNECTION ADAPTER.
9 PROVIDE FLEXIBLE EXPANSION JOINT AND
PRESSURE/TEMPERATURE TEST PLUG AT
DISCHARGE OF PCA UNITS FOR MANUAL
MEASUREMENT OF PRESSURE AND
TEMPERATURE WITH INSERTION GAUGES. -
TYPICAL
10 PROVIDE STUCCO EMBOSSED ALUMINUM
JACKET OVER HDPE JACKET ON EXPOSED PCA
PIPE. - TYPICAL
11 MOUNT CCU AT 9'-0" AFF. REFER TO
STRUCTURAL DRAWINGS (C1/SF414) FOR
MOUNTING RACK DETAIL - TYPICAL
12 28x28 EXHAUST DUCT UP. EXHAUST DUCT DOWN TO 12" A.F.F. WITH 26x26 SIDE
OPENINGS - TYPICAL THREE SIDES.
13 6" FLANGED, STAINLESS STEEL BELLOWS
TYPE EXPANSION JOINT WITH INTERNAL LINER
FOR SMOOTH AIRFLOW PATH AND UP TO 2"
EXPANSION/CONTRACTION CAPABILITY. SEE
DETAIL C4/MH506 FOR INSULATION
INSTALLATION REQUIREMENTS.
A. REFER TO SYMBOLS, ABBREVIATIONS, AND
GENERAL NOTES ON SHEETS MH001 AND MH002.
B. REFER TO DETAILS ON SHEET MH506 FOR PCA
SYSTEM.
C. REFER TO SHEET AE002 FOR CORROSION
PREVENTION AND CONTROL REQUIREMENTS.
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
1/
/2
D
HE
HF
HG
HH
HJ
32 4
H1 H5 H6 H7 H8 H9H2 H3 H4
12" IW 12" IW
A1
PP701
REF. LINE
SEE A1/PP100D
RE
F.
LI
NE
SE
E
A 1/P
P1
ZB
REF. LINE
SEE A1/PP100E
RE
F.
LI
NE
SE
E
A 1/P
P1
E
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
4"
8"
IW
8"
IW 8"
IW
12" IW
I.E. = 24.25' AT CONCRETE APRON I.E. = 23.69' AT CONCRETE APRON I.E. = 23.64' AT CONCRETE APRON
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
PL
-v2
4.r vt
1/1 4/2
6 6
:01 :43
P M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R A, B
ID
O
PT
IO
N
PP100ZA
HES HES DSR
12871493
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR A, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. STORM DOWNSPOUT CONNECTION. SEE CIVIL
DRAWINGS SHEET CG513 FOR DOWNSPOUT BOOT
TRANSITIONING FROM DOWNSPOUT TO
UNDERGROUND STORM PIPING.
5. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
6. 4" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
/20
BY
A
ME
ND
ME
NT
1/1
6/2
3 3 3
HE
HF
HG
HH
HJ
5 6 8
H10 H11 H12 H13 H14
5.10 7.2 976.86.6
" I
W
" I
W
" I
W
" I
W
A1
PP701
A1
PP702
REF. LINE
SEE A1/PP100E
RE
F.
LI
NE
SE
E
A 1/P
P1
ZA
RE
F.
LI
NE
SE
E A
1/P P1
E
RE
F.
LI
NE
SE
E
A 1/P
P1
ZC
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
8"
IW 8"
IW 8"
IW
I.E. = 23.59' AT CONCRETE APRON I.E. = 23.55' AT CONCRETE APRON I.E. = 24.25' AT CONCRETE APRON
I.E. = 23.45' AT CONCRETE
APRON
3 3 3
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
PL
-v2
4.r vt
1/1 4/2
6 6
:01 :44
P M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R B, B
ID
O
PT
IO
N
PP100ZB
HES HES DSR
12871494
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR B, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES.
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
/20
BY
A
ME
ND
ME
NT
1/1
6/2
HE
HF
HG
HH
HJ
10 11 1413
H15 H16 H17 H18 H19 H23
H22H21H20
" I
W 12 " I
W
2 I.E. = 24.25' AT CONCRETE APRON
A1
PP702
A1
PP703
REF. LINE
SEE A1/PP100F
RE
F.
LI
NE
SE
E
A 1/P
P1
ZB
ELEV. =
LEVEL 1 FINISHED FLOOR
28.30
4 4
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
4"
8"
IW
8"
IW
I.E. = 23.40' AT CONCRETE APRON I.E. = 23.35' AT CONCRETE APRON
8"
IW
3 3 3
No 66893
STATE OF
WA
LL
ABED DR
NHOJ
P
RO
F
NSS
OI
E
LA ENGIN
EE
R
LICENSE
FLORIDA
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
A B C
D
KEYPLAN
E F
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
P-
5 A
IR
CR
AF
T M
AI
NT
EN
AN
CE
H
AN
GA
R
- V
OL
UM
E
SI
TE
B
AS
E
BI
D
W
ITH
A
DD
ITI
ON
AL
O
PT
IO
NS
DC
C
OR
E
BE
AU
FO
RT
, S C
NO
RF
OL
K, V A
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
M
ID
-A
TL
AN
TI
C
MC
AS
B
EA
UF
OR
T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head & Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
ALG
CUI
CUI
CU
I
12/15/2022
Au tod es k D oc s:/
/20
2 V
MF
AT
2 F
M ain ten an ce H an ga r/2
F
M ain t H an ga r_
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-v2
4.r vt
1/1 4/2
6 6
:01 :45
P M
1/8" = 1'-0"
HA
NG
AR
PL
UM
BI
NG
P
LA
N
- S
EC
TO
R C, B
ID
O
PT
IO
N
PP100ZC
HES HES DSR
12871495
1/8" = 1'-0"A1 PLUMBING PLAN - UNDERGROUND LEVEL - SECTOR C, BID OPTION
1. CONNECT 12" IW PIPE TO TRENCH WALL.
SEE DETAIL B4/PP507.
2. 12" IW PIPE. REFER TO CIVIL FOR CONTINUATION.
3. SLEEVE PIPING PASSING THROUGH GRADE
BEAMS (TYPICAL).
4. STORM DOWNSPOUT CONNECTION. SEE CIVIL
DRAWINGS SHEET CG513 FOR DOWNSPOUT BOOT
TRANSITIONING FROM DOWNSPOUT TO
UNDERGROUND STORM PIPING.
5. 2" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
6. 4" DRAIN LINE SLOPED 1/4" PER FOOT AND
TERMINATED AT TRENCH DRAIN, TYPICAL. SEE
DETAIL A1/AE623.
A. SEE STRUCTURAL PLANS FOR TRENCH SLOPE AND
INVERT OF TRENCHES.
B. ALL PIPE HANGERS BELOW THE STRUCTUAL SLAB
AND EXPOSED TO SOIL ARE REQUIRED TO BE ALL
STAINLESS STEEL CONSTRUCTION.
MO
D P0
/20
MO
D
P0
A
ND
M
OD
P
/20
BY
A
ME
ND
ME
NT
1/1
6/2
| 1363603Amend0001dwg_VOL 6 CIVIL |
| CIVIL |
| CS001X SITE LAYOUT CONTROL POINTS |
| CS101X LAYOUT PLAN |
| CS102X LAYOUT PLAN |
| CS104X LAYOUT PLAN |
| CS512X DETAILS |
| CG001X STORM SCHEDULE |
| CG002X STORM SCHEDULE |
| CG101X GRADING AND EROSION CONTROL PLAN |
| CG102X GRADING AND EROSION CONTROL PLAN |
| CG106X STORM DRAINAGE PLAN |
| CG301X STORM SEWER PROFILES |
| CG302X STORM SEWER PROFILES |
| CU105X COMPOSITE UTILITY PLAN |
| CU301X SANITARY FORCEMAIN & SANITARY SEWER PROFILES |
| CU501X BJWSA DETAILS |
| 1363603Amend0001dwg_VOL 6 LANDSCAPE |
| LP101X LANDSCAPE PLAN |
| LP102X LANDSCAPE PLAN |
| LP400X LANDSCAPE PLAN ENLARGEMENT |
| LP401X LANDSCAPE SUBDRAINAGE ENLARGEMENT |
| LF101X LANDSCAPE FURNISHING PLAN |
| LF500X LANDSCAPE FURNISHING DETAILS |
| 1363603Amend0001dwg_VOL 6 ARCHITECTURAL |
| 1363603Amend0001dwg_VOL 6 FIRE SUPRESSION |
| Sheets |
| FX011ZE - HANGAR – LOW LEVEL SUPPRESSION PLAN – GROUND FLOOR – SECTOR E |
| 1363603Amend0001dwg_VOL 6 MECHANICAL |
| Sheets |
| MH101ZA - HANGAR - DUCTWORK PLAN - GROUND FLOOR - SECTOR A |
| MH101ZB - HANGAR - DUCTWORK PLAN - GROUND FLOOR - SECTOR B |
| MH101ZC - HANGAR - DUCTWORK PLAN - GROUND FLOOR - SECTOR C |
| 1363603Amend0001dwg_VOL 6 PLUMBING |
| PP100ZA - HANGAR - PLUMBING PLAN - SECTOR A, BID OPTION |
| PP100ZB - HANGAR - PLUMBING PLAN - SECTOR B, BID OPTION |
| PP100ZC - HANGAR - PLUMBING PLAN - SECTOR C, BID OPTION |
| 2026-01-26T10:14:10-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-01-26T10:14:53-0500
| 2026-01-26T10:14:13-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:12-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:12-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:12-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:12-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:11-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:11-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:18-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:17-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:17-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:17-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-01-26T10:14:17-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. |
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