Solicitation Attachment YT Seed Project Drawings -Updated.pdf
PDF 17 MB Posted
- Attached to
- Joint Base Charleston (JB CHS) Multiple Award Construction Contract (MACC) Federal contract opportunity
- Solicitation number
- FA441822R0019
View the file
Other files for this federal contract opportunity
Show all 48
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
DA
TE
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
ISSUE DATE:
VOLUME:
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
G-000
C O
VE
R
S H
EE
T
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
D
RE
MY
Q
RE
MY
AP
RI
L 2
CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y, B
.63
DKFX 1069825
JOINT BASE CHARLESTON
REPAIR AIRCRAFT MAINTENANCE FACILITY, B.63
APRIL 2022
DKFX 1069825
G
UE
CK
ER
GN
ED
B Y:
CH
EC
KE
D
BY
DA
TE
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
G-001
D R
AW
IN
G
IN
D
EX
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
D
RE
MY
Q
RE
MY
AP
RI
L 2
CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y, B
.63
DKFX 1069825
G
UE
CK
ER
CLIN DESCRIPTIONS
BASE BID: BASE BID INCLUDES ALL THE REPAIR AND
CONSTRUCTION SCOPE REQUIRED IN THIS
PROJECT EXCEPT WORK UNDER OPTIONS.
OPTION 1: DEMOLITION AND REMOVAL OF
EXISTING BUILDING 61.
OPTION 2: REMOVE AND REPLACE EXISTING
TRANSLUCENT WALL PANELS FOR
BUILDING 63.
OPTION 3: CLEAN ALL INTERIOR SURFACES, REMOVE
RUST, AND REPAINT INTERIOR OF HANGAR
BAY FOR BUILDING 63.
OPTION 4: REPLACE TWO ADDITIONAL CONCRETE
FLOOR SLAB PANELS IN HANGAR BAY
OPTION 5: REPLACE EXISTING HOT WATER HEATING
SYSTEM PIPING
DRAWING INDEX
SHEET NO. SHEET NAME
LIFE SAFETY
LS001 CODE SUMMARY
LS002 CODE SUMMARY
LS003 CODE COMPLIANCE SITE PLAN
LS101 LIFE SAFETY FLOOR PLAN - NORTH
LS102 LIFE SAFETY FLOOR PLAN - SOUTH
FIRE ALARM/ MASS NOTIFICATION
FD101 FIRE ALARM AND RELEASING SYSTEM DEMO PLAN
FA101 FIRE ALARM FLOOR PLAN - NORTH
FA102 FIRE ALARM FLOOR PLAN - SOUTH
FA501 DETAILS- FIRE ALARM
FA502 DETAILS- FIRE ALARM
FIRE PROTECTION
FD102 FIRE PROTECTION DEMO PLAN
FX001 FIRE PROTECTION SYSTEM NODE FLOOR PLAN
FX101 FIRE PROTECTION FLOOR PLAN - NORTH
FX102 FIRE PROTECTION FLOOR PLAN - SOUTH
FX103 HANGAR BAY FLAME DETECTION SYSTEM FLOOR PLAN - NORTH
FX104 HANGAR BAY FLAME DETECTION SYSTEM FLOOR PLAN - SOUTH
FX501 FIRE PROTECTION DETAILS
PLUMBING
P-001 PLUMBING LEGEND & ABBREVIATIONS
PD101 PLUMBING DEMOLITION FIRST FLOOR PLANS
P-101 PLUMBING FIRST FLOOR PLAN
P-401 PLUMBING ENLARGED PLAN
P-402 PLUMBING ENLARGED PLAN
P-501 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES & DIAGRAMS
MECHANICAL
M-001 MECHANICAL LEGEND & ABBREVIATIONS
M-002 MECHANICAL GENERAL NOTES
MD101 MECHANICAL DEMOLITION FIRST FLOOR PLANS
M-101 MECHANICAL FIRST FLOOR PLAN
M-401 MECHANICAL ENLARGED PLANS
M-402 MECHANICAL ENLARGED PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-701 CONTROLS LEGEND
M-702 MECHANICAL CONTROLS
M-703 MECHANICAL CONTROLS
ELECTRICAL
E-001 ELECTRICAL LEGEND & ABBREVIATIONS
ED101 DEMOLITION FIRST FLOOR PLAN
ED102 DEMOLITION ROOF PLAN
EG101 ELECTRICAL LIGHTNING PROTECTION PLAN
EG501 LIGHTNING PROTECTION / GROUNDING DETAILS
EG502 LIGHTNING PROTECTION / GROUNDING DETAILS
EL101 ELECTRICAL LIGHTING FIRST FLOOR PLAN
EL601 ELECTRICAL LIGHTING SCHEDULES
EP101 ELECTRICAL POWER FIRST FLOOR PLAN
EP401 ELECTRICAL POWER ENLARGED PLANS
EP601 ELECTRICAL POWER ONE-LINE
EP602 ELECTRICAL POWER FEEDER SCHEDULE
EP603 ELECTRICAL SCHEDULES
EP604 ELECTRICAL POWER PANEL SCHEDULES
DRAWING INDEX
SHEET NO. SHEET NAME
GENERAL
G-000 COVER SHEET
G-001 DRAWING INDEX
G-002 VICINITY MAP, LOCATION MAP, AND CONSTRUCTION HAUL ROUTE
G-003 DEMOLITION - BUILDING 61 BID OPTION
CIVIL
C-001 ABBREVIATIONS AND LEGENDS
C-002 GENERAL CIVIL NOTES
GC001 CONSTRUCTION SAFETY NOTES
GC101 CONSTRUCTION SAFETY PLAN
CD101 EXISTING CONDITIONS AND DEMOLITION PLAN
CS101 SITE PLAN
CG101 GRADING AND EROSION CONTROL PLAN
CU101 UTILITY AND GRADING PLAN
C-501 CIVIL DETAILS
C-502 CIVIL DETAILS
C-503 CIVIL DETAILS
C-504 CIVIL DETAILS
STRUCTURAL
S-001 STRUCTURAL NOTES - SHEET 1
S-002 STRUCTURAL NOTES - SHEET 2
S-003 STRUCTURAL NOTES - SHEET 3
S-004 STRUCTURAL NOTES - SHEET 4
SD101 OVERALL GROUND FLOOR DEMOLITION PLAN
SD501 DEMOLITION DETAILS
S-101 OVERALL FOUNDATION PLAN
S-102 OVERALL ROOF FRAMING PLAN
S-401 FLOOR SLAB PLAN
S-501 TYPICAL CONCRETE DETAILS - SHEET 1
S-502 TYPICAL CONCRETE DETAILS - SHEET 2
S-510 TYPICAL MASONRY DETAILS
S-601 TYPICAL SCHEDULES
ARCHITECTURE
A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES
AD101 DEMOLITION PLAN
AD102 DEMOLITION ROOF PLAN
AD201 DEMOLITION ELEVATIONS
AD202 DEMOLITION ELEVATIONS
AD401 ENLARGED DEMOLITION PLANS
AE101 FLOOR PLAN
AE102 ROOF PLAN
AE201 ELEVATIONS
AE202 ELEVATIONS
AE301 BUILDING SECTIONS
AE401 ENLARGED FLOOR PLANS
AE402 ENLARGED REFLECTED CEILING PLANS
AE501 DETAILS
AE502 DETAILS
AE503 DETAILS
AE504 DETAILS
AE601 DOOR SCHEDULE
AF001 FINISH MATERIAL LIST
AF101 FLOOR PATTERN FLOOR PLAN - OVERALL
AF102 FLOOR PATTERN PLANS - ENLARGED
AF601 ROOM FINISH SCHEDULE
AI101 ABA TYPICAL MOUNTING HEIGHTS
AI102 INTERIOR ELEVATIONS
INTERIORS
IG101 SIGNAGE FLOOR PLAN - OVERALL
IG102 ENLARGED SIGNAGE PLANS
IG501 SIGN TYPES
IG601 SIGNAGE SCHEDULE
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
MAIN GATE
COMMERCIAL GATE
(RIVERS GATE)
VISITOR
CONTROL
CENTER
A1 VICINITY AND CONSTRUCTION HAUL ROUTE
NORTH
SCALE: 1" = 1000' 0 1000' 2000'
HAUL ROUTE # 1
HAUL ROUTE # 2
SITE LOCATION
LEGEND
HAUL ROUTE NOTES
W HILL BLVD.
DO
RCHESTER RO
AD
S. AVIATION
AVE.
S. AVIATIO
N
AVE.
AR
TH
U R
D R
E HILL BLVD. S.
B
AT
ES
S T.
N.
D
AV
IS
D R.
N.
G
RA
VE
S
AV
E.
COLUMBIA
JOINT BASE
CHARLESTON
STATE OF SOUTH
CAROLINA
CHARLESTON
E8 LOCATION MAP
NORTH
SCALE: N.T.S.
G -0
.d w g
VI
C
IN
IT
Y M
AP
, L
O C
AT
IO
N M
AP
, A
N D
C O
N
ST
R U
C
TI
O N
H
AU
L R
O U
TE
G-002
W. STEWART
AVE.
HAUL ROUTE # 1
HAUL ROUTE # 2
SITE
VEHICLE
GATE 3 (V3)
VEHICLE GATE 5 (V5)
B-532
B-575
B-578
B-519
B-59
B-63
B-532
B-80B-68
B-543
B-544
B-548
B-536
S.
B
AT
ES
S T.
1. HAUL ROUTE # 1 IS THE PRIMARY HAUL ROUTE. THE
GOVERNMENT MAY REQUIRE THE CONTRACTOR TO
USE HAUL ROUTE # 2 AT ANY TIME DURING
CONSTRUCTION AND AT NO ADDITIONAL COST TO THE
GOVERNMENT.
CONTRACTOR
STAGING /
LAYDOWN AREAB-515
GN
ED
B Y:
CH
EC
KE
D
BY
DA
TE
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
G-003
D
EM
O
LI
TI
O
N
BU
IL
D
IN
G
BI
D O
PT
IO
N
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
D
RE
MY
Q
RE
MY
AP
RI
L 2
CERTIFIED FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y, B
.63
DKFX 1069825
G
UE
CK
ER
1. THE EXISTING BUILDING 61 MUST BE DEMOLISHED, COMPLETELY.
2 REFER TO SPECIFICATIONS AND APPENDICES FOR HAZMAT SURVEY REPORT.
3. THE EXISTING BUILDING LAYOUT SHOWN IN THIS DEMOLITION PLAN ARE FROM THE AVAILABLE RECORD DRAWINGS. THE EXISTING CONDITIONS MAY VARY AND THE CONTRACTOR MUST FIELD VERIFY PRIOR TO ANY DEMOLITION ACTIVITY. GRAPHICS PROVIDED ARE FOR REFERENCE ONLY AND TAG REFERENCES
DO NOT RELATE TO THE CURRENT DRAWING SET.
4. RE: CD101 FOR ADDITIONAL DEMOLITION INFORMATION
1. ELECTRICAL CONTRACTOR TO TRACE AND FIND THE BUILDING 61 ELECTRICAL AND COMM FEEDS. ALL ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO PANELS, SWITCHES, LIGHTING, GROUNDING CONDUIT AND ANY ASSOCIATED MATERIALS TO BE REMOVED BACK TO ITS SOURCE BY ELECTRICAL CONTRACTOR. THE TRACED ELECTRICAL FEEDS TO THIS BUILDING MUST BE FULLY REMOVED UNLESS ANY SECTIONS NOT ACCESSIBLE AND APPROVED BY THE COR TO BE ABANDONED IN PLACE. ASSUME APPROXIMATELY 100 FEET IN CIRCUIT WITH (4) #1/0 CONDUCTORS IN CONDUIT MUST BE REMOVED
BUILDING 61 FLOOR PLAN BUILDING 61 ROOF FRAME PLAN
GENERAL DEMOLITION NOTES
ELECTRICAL DEMOLITION NOTES
STRUCTURAL DEMOLITION NOTES
1. CONTRACTOR MUST DEMOLISH ROOFING, SHEATHING, AND WOOD ROOF TRUSSES FOR THE EXISTING
HIPPED ROOF AND ALL MASONRY WALLS SUPPORTING THE ROOF TRUSSES.
2. DEMOLISH THE SLAB ON GRADE, ANY STOOPS OR EXTERIOR EQUIPMENT PADS, AND THICKENED SLAB
AND/OR SHALLOW LOAD-BEARING-WALL-SUPPORTING CONTINUOUS FOOTINGS.
BUILDING 61 SOUTH ELEVATION BUILDING 61 NORTH ELEVATION
1. EXISTING NATURAL GAS METER TO BE REMOVED BY BASE.
2. EXISTING POTABLE WATER LINE TO BE DEMOLISHED. CAP EXISTING PIPING FOR RECONNECTION DURING CONSTRUCTION. REMOVE BACKFLOW PREVENTER, AND ALL PIPING INSIDE OF BUILDING UP TO
AND AFTER EXISTING PRESSURE BOOSTER PUMP, UP TO HANGAR 63 WALL PENETRATION .
3. EXISTING PRESSURE BOOSTER PUMP, VALVES, CONTROLS, WIRING, AND APPURTENANCES INSIDE OF
BUILDING 61 TO BE REMOVED, COMPLETE.
4. EXISTING SANITARY LINES ARE CONSTRUCTED WITH LEAD FITTINGS. DEMOLISH PIPING AS SHOWN ON CD101, CAPTURE AND DISPOSE OF LEADED FITTINGS IN ACCORDANCE WITH ALL APPLICABLE STATE AND
FEDERAL REQUIREMENTS.
MECHANICAL DEMOLITION NOTES
* THE LIST OF ABBREVIATIONS AND THE LEGENDS
MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN
THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT.
W W
AC ACRE OR ASBESTOS CEMENT
AGGR AGGREGATE
ALUM ALUMINUM
ASPH ASPHALT CEMENT
ASSY ASSEMBLY
B BACKWASH
BC BACK OF CURB
BCCMP BITUMINOUS COATED
CORRUGATED METAL PIPE
BE BOTTOM ELEVATION
BFP BACKFLOW PREVENTER
BITUM BITUMINOUS
BLDG BUILDING
BLV BALL VALVE
BM BENCHMARK
BV BUTTERFLY VALVE
BW BACK OF WALL
C CHORD
CATV CABLE TELEVISION
CATVo CABLE TELEVISION (OVERHEAD) CATVu CABLE TELEVISION
(UNDERGROUND)
CB CATCH BASIN
CC CENTER TO CENTER
CES CIVIL ENGINEERING SQUADRON
CF CUBIC FEET
C&G CURB & GUTTER
ChL CHORD LENGTH ChB CHEMICAL TREATMENT
CI CURB INLET
CISP CAST IRON SOIL PIPE
C CENTERLINE
CLR CLEAR
CMH COMMUNICATIONS MANHOLE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CMU CONCRETE MASONRY UNIT
COL COLUMN LINE
CONC CONCRETE
COND CONDENSATE
CONN CONNECTION
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CP CARPOOL PARKING SPACE
CV CHECK VALVE
CY CUBIC YARDS
D MAIN DRAIN
DA DRAINAGE AREA
DB DRAIN BASIN
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DW DOMESTIC WATER
DWCPP DOUBLE-WALLED CORRUGATED
PLASTIC PIPE
DWCB DOUBLE-WING CATCH BASIN
DWG DRAWING
E EAST
Eo ELECTRICAL CABLE (OVERHEAD) Eu ELECTRICAL CABLE
(UNDERGROUND)
EF EACH FACE
EL ELEVATION
ELEV ELEVATION
EMH ELECTRICAL MANHOLE
EOP EDGE OF PAVEMENT
ESMT EASEMENT
EW EACH WAY
EX EXISTING
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FILTER RETURN
FES FLARED END SECTION
FEV FUEL EFFICIENT VEHICLE
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FIN FINISHED
FL FLOOR DRAIN
FM FORCE MAIN
FP FIRE PROTECTION
FS FLOW SWITCH
FT FEET or FOOT
FW FIRE WATER
GAL GALLON
GALV GALVANIZED
GE GUTTER ELEVATION
GLV GLOBE VALVE
GP GUARD POST
GPM GALLONS PER MINUTE
GS GALVANIZED STEEL
GV GATE VALVE
HC ACCESSIBLE PARKING
HDPE HIGH-DENSITY POLYETHYLENE
PIPE
HDWL HEADWALL
HG HYDROGEN GAS
HP HIGH POINT
HTW HIGH TEMPERATURE WATER
HW HARDWOOD TREE
HR HIGH TEMPERATURE, HIGH
PRESSURE WATER RETURN
HS HIGH TEMPERATURE, HIGH
PRESSURE WATER SUPPLY
ID INSIDE DIAMETER
IE INVERT ELEVATION
IP IRON PIN
IPF IRON PIN FOUND
IPS IRON PIN SET
JB JUNCTION BOX
L LENGTH
LF LINEAR FEET or LINEAR FOOT
LP LOW POINT
LA LANDSCAPE AREA
MAX MAXIMUM
MECH MECHANICAL
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MON MONUMENT
MTR METER
M/U MAKE-UP
N NORTH
N/A NOT APPLICABLE
NaOCL SODIUM HYPOCHLORITE SOLUTION
NG NATURAL GAS
No NUMBER
NONRCP NON-REINFORCED CONCRETE PIPE
NTS NOT TO SCALE
OC ON CENTER
OCB OUTLET CONTROL BOX
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OHPL OVERHEAD POWER LINE
OT ORNAMENTAL PIPE
PC POINT OF CURVE
PD POSITIVE DISPLACEMENT
PE POLYETHYLENE
PF POINT OF FROG
1/2PF 1/2 POINT OF FROG
PFI POINT OF FROG INTERSECTION
PG PRESSURE GAUGE
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POV PRIVATELY OWNED VEHICLES
PL PROPERTY LINE
PS POINT OF SWITCH
PSF POUNDS PER SQUARE FOOT (or
FEET)
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE or
POLYVINYLCHLORIDE PIPE
PVMT PAVEMENT
PVT POINT OF VERTICAL INTERSECTION
PW POTABLE WATER
R RADIUS
RCP REINFORCED CONCRETE PIPE
RED REDUCER
REINF REINFORCEMENT
ROW RIGHT OF WAY
RR RAILROAD (COMPANY)
RRT RAILROAD TRACK STRUCTURE
RW RAW WATER
R/W RIGHT OF WAY
S SOUTH or SLOPE SD STORM DRAIN or STORM SEWER
SHT SHEET
SS or Sx SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSE SANITARY SEWER EASEMENT
SSFM SANITARY SEWERAGE FORCE MAIN
SSMH SANITARY SEWER MANHOLE
ST STORM SEWER
STA STATION
STM STEAM
STMH STORM SEWER MANHOLE
SWCB SINGLE-WING CATCH BASIN
T TANGENT
To TELEPHONE (OVERHEAD) Tu TELEPHONE (UNDERGROUND)
TB THRUST BLOCK
TBM TEMPORARY BENCHMARK
TC TOP OF CURB ELEVATION
TD TRENCH DRAIN
TE TOP ELEVATION
TEL TELEPHONE CABLE
TFTG TOP OF FOOTING
TG TOP OF GRATE ELEVATION
TH THICK
THK THICKNESS
THREL THROAT ELEVATION
TP TOP OF PAVEMENT ELEVATION
TS TOP OF SLAB ELEVATION
TW TOP OF WALL ELEVATION
TYP TYPICAL
UC UNDERGROUND COMMUNICATIONS
UE UNDERGROUND ELECTRICAL
UNO UNLESS NOTED OTHERWISE ON
DRAWINGS
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
V/PG VACUUM PRESSURE GAUGE
VP VANPOOL
W WATER or WEST Wx EXISTING WATER LINE
W/ WITH
WD WIDE
WI WEIR INLET
WS WATER SURFACE
WWF WELDED WIRE FABRIC
L
EXISTING SANITARY SEWERSS
EXISTING STORM WATER SEWERST
EXISTING OVERHEAD ELECTRICOE
EXISTING UNDERGROUND ELECTRICUE
EXISTING UNDERGROUND COMMUNICATIONUC
EXISTING GAS LINEG
W EXISTING WATER MAIN
CONCRETE SIDEWALK
XX XX TEMPORARY SILT FENCE
POST INDICATOR VALVE
FIRE HYDRANT
MANHOLE
WATER VALVE
GAS METER
EXISTING CONDITIONS LEGENDABBREVIATIONS* DEMOLITION LEGENDSITE LEGEND
D
BOLLARD
ELECTRIC MANHOLE
COMM MANHOLE
GRADING & DRAINAGE LEGEND UTILITY LEGEND
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
C -0
.d w g
AB
BR
EV
IA
TI
O
N S
AN
D
L
EG
EN
D
S
C-001
CLEAN OUT
ROOF DRAIN
LINEAR ITEM TO BE DEMOLISHED &
REMOVED
ASPHALT PAVEMENT & BASE TO BE
DEMOLISHED & REMOVED
SIDEWALK & BASE TO BE
DEMOLISHED & REMOVED
LIMITS OF BID OPTION
WATER LINE
SM EXISTING STEAM LINE
UD EXISTING UNDERGROUND ROOF DRAINAGE
DET EXISTING DETERGENT LINE
A EXISTING COMPRESSED AIR LINE
CW EXISTING COLD WATER LINE
HW EXISTING HOT WATER LINE
FW EXISTING HOT FIRE WATER LINE
CONCRETE PAVEMENT
BUILDING TO BE
DEMOLISHED & REMOVED
CONCRETE STOOP
CONCRETE PAVEMENT AND BASE
TO BE DEMOLISHED & REMOVED
LINEAR ITEM TO BE
ABANDONED IN PLACE
REDUCER
TAPPING SLEEVE AND VALVE
L
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
C -0
.d w g
G
EN
ER
AL
C
IV
IL
N
O
TE
S
C-002
1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY, STATE AND FEDERAL
REGULATIONS APPLICABLE TO THE CONSTRUCTION OF THIS PROJECT.
2. ALL DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF ROAD, FACE OF BUILDING,
FACE OF CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED.
3. ALL EXISTING INFORMATION SHOWN HEREON WAS OBTAINED FROM INSTALLATION
PROVIDED RECORD DRAWINGS AND GEOGRAPHICAL INFORMATION SYSTEM (GIS)
FILES. EXACT LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED.
4. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY ALL PROJECT
AREAS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER
BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION
WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED CONTROL POINT DATA TO
CONTRACTING OFFICER'S REPRESENTATIVE AFTER COMPLETION OF
CONSTRUCTION.
5. TOTAL DISTURBED ACREAGE = 0.2± ACRES.
6. PRIOR TO ANY CONSTRUCTION OR DIGGING, THE CONTRACTOR SHALL CONTACT
SOUTH CAROLINA SC811 AT "811" FOR ALL PUBLIC UTILITY LOCATING. IN ADDITION,
THE CONTRACTOR SHALL HIRE AND PAY FOR A PRIVATE UTILITY LOCATING
COMPANY TO LOCATE ALL UTILITIES. THE CONTRACTOR SHALL OBTAIN A DIG PERMIT
THROUGH BASE CES.
7. THERE ARE NO WETLANDS OR STREAMS WITHIN 200 FT OF PROJECT SITE.
8. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF ANY DEWATERING
REQUIREMENTS FOR CONSTRUCTION AND INCLUDE IN THE BASE BID.
9. COMMERCIAL ACCESS TO THE BASE IS RESTRICTED TO THE RIVERS GATE, HOURS
OF OPERATION ARE FROM 0730-1600 MONDAY THROUGH FRIDAY, UNLESS
PREVIOUSLY APPROVED OFF-HOURS WORK PERMIT IS OBTAINED FROM COR.
10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF
WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE FEATURES.
CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES
DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION. ANY DAMAGES TO
EXISTING UTILITIES AND/OR SITE FEATURES CAUSED BY THE CONTRACTOR SHALL BE
REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT AND TO THE
SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
11. ALL COMMERCIAL TRAFFIC MUST STAY ON THE DESIGNATED HAUL ROUTE
ROADWAYS AT ALL TIMES.
12. CONTRACTOR'S LAY DOWN AND STORAGE AREA IS RESTRICTED TO THE AREA
INDICATED.
13. CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENTS AND EXISTING UTILITIES
TO REMAIN FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE TRAFFIC CONTROL
MEASURES AT ALL EQUIPMENT CROSSINGS.
14. THE SITE IS NOT PART OF AN INSTALLATION RESTORATION PROGRAM. IF
CONTAMINATED SOILS OR GROUNDWATER IS ENCOUNTERED, CONTACT THE COR
IMMEDIATELY.
1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY, DISPOSE OF IN A
LEGAL MANNER, AND COMPLETE FINAL GRADING WITH REQUIRED SITE IMPROVEMENTS
FOUND HEREIN.
2. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL OUTSIDE THE LIMITS OF DEMOLITION
PRIOR TO ANY CONSTRUCTION. SURVEY WORK SHALL BE PERFORMED BY LICENSED &
REGISTERED SOUTH CAROLINA LAND SURVEYOR.
3. THERE ARE NO BORROW AREAS ON GOVERNMENT PROPERTY. ALL BORROW SHALL BE
OBTAINED BY THE CONTRACTOR FROM PRIVATE SOURCES.
4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO
CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN ON THIS PLAN. PROCEED
WITH EXTREME CAUTION WHEN EXCAVATING FOR NEW CONSTRUCTION.
5. BEFORE DEMOLISHING ANY UTILITY THE CONTRACTOR SHALL ENSURE THAT THERE
IS AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE UTILITY TO BE REMOVED.
6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE
DISPOSED OF OFF GOVERNMENT PROPERTY.
1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES
AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL
EROSION.
2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE
ARCHITECTURAL PLANS.
3. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT SCDOT AND MUTCD
STANDARDS AND SPECIFICATIONS.
4. ALL DIMENSIONS ARE TO FACE OF CURB WHERE CURB IS SHOWN OR TO EDGE OF
PAVEMENT OR STRIPING WHERE THERE IS NO CURB.
5. ALL SIDEWALKS ARE 6' WIDE UNLESS NOTED OTHERWISE.
6. ALL AREAS USED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION LIMITS TO
INCLUDE STAGING AREAS AND PARKING AREAS SHALL BE RESTORED TO THE
EXISTING CONDITION OR BETTER AT THE END OF THE PROJECT AND TO THE
SATISFACTION OF THE GOVERNMENT.
1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT SATURATION OF
EXPOSED SOILS AND FOR ALL FINISHED GRADING.
2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.
3. CONTRACTOR SHALL ENSURE THAT ALL EXISTING TOPS OF MANHOLES, VALVES AND
UTILITY BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES, UNLESS
NOTED OTHERWISE.
4. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS OF
EXISTING UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON
THESE PLANS OR NOT, TO VERIFY THE LOCATION DEPTH AND CONDITION OF ALL
EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE.
6. ELECTRICAL AND TELECOMMUNICATION LINE DEPTHS SHALL NOT CONFLICT WITH ANY
GRAVITY LINE SYSTEM AND SHALL HAVE A MINIMUM 12-INCH SEPARATION FROM ANY
GRAVITY LINE WHILE MEETING THE MINIMUM COVER REQUIREMENT FOR THAT UTILITY.
7. PRESSURIZED LINES SHALL MEET THE MINIMUM COVER REQUIREMENT FOR THAT UTILITY
AND SHALL NOT BE INSTALLED IN U-SHAPES AROUND OTHER UTILITIES. MINIMUM COVER
DEPTH ON WATER LINES IS 4-FEET WITH A MINIMUM VERTICAL SEPARATION FROM OTHER
UTILITIES OF 18-INCHES.
8. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE
SPECIFICALLY RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT MIGHT
HAVE EXISTING UTILITIES ON-SITE TO DETERMINE IF ANY EXIST AND HOW TO
HANDLE. ENGINEER CANNOT BE RESPONSIBLE FOR EXISTENCE OR LOCATION OF
UNDERGROUND UTILITIES.
9. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE
IN COMPLIANCE WITH REQUIREMENTS OF JOINT BASE CHARLESTON.
10. CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL SITE PLANS FOR ALL SITE
LIGHTING REQUIREMENTS.
11. CONCRETE THRUST BLOCKS OR RESTRAINED JOINTS SHALL BE PROVIDED AT ALL
BENDS, TEES, AND FIRE HYDRANTS.
1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY OTHER
CONSTRUCTION.
2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CONTINUAL
MAINTENANCE OF EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS
AND STATED IN THE SPECIFICATIONS.
3. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND EROSION
FROM LEAVING THE PROPERTY LIMITS.
4. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON-SITE.
CONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO PREVENT EROSION
AND SEDIMENT TRANSPORT DURING CONSTRUCTION.
5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL
BE IMPLEMENTED AS DIRECTED BY THE CONTRACTING OFFICER.
6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR
CONCURRENT WITH, ANY LAND DISTURBING ACTIVITY.
7. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL MEASURES,
AS SHOWN ON THE APPROVED PLANS SHALL RESULT IN ALL WORK ON THE
CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE
BEEN MET.
8. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING THE DATE OF
ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL RECEIVED, DURATION OF
RAINFALL EVENT, INSPECTION NOTES, AND ANY REPAIRS OR CLEANING OF EROSION
CONTROL DEVICES. LOG RECORDS SHALL BE SUPPLIED TO THE COR ON A MONTHLY
BASIS.
9. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
10. ALL RUNOFF LEAVING THE SITE SHALL BE FILTERED THROUGH SILT FENCES AND
FILTERS PRIOR TO DISCHARGE OFF-SITE. CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING THIS REQUIREMENT ON-SITE DURING ALL PHASES OF
CONSTRUCTION.
11. NO LAND DISTURBING ACTIVITY MAY BEGIN UNTIL ALL PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL.
12. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE ACCOMPLISHED WITHIN
14 DAYS AFTER FINAL GRADING OR OTHER EARTH WORK.
13. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER
PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY
MEASURES AS SOON AS POSSIBLE.
14. SOIL STOCKPILES SHALL BE STABILIZED IF LEFT UNDISTURBED FOR 7 OR MORE
DAYS.
15. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY THE
CONTRACTOR AT THE END OF CONSTRUCTION AFTER SITE STABILIZATION.
16. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT
SEEDING AS REQUIRED BY THE STATE OF SOUTH CAROLINA AND AS OUTLINED
HEREIN.
17. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ALL
CONTRACTOR REQUIREMENTS RELATED TO ENVIRONMENTAL PROTECTION, THE
CONSTRUCTION GENERAL PERMIT, AND THE STORMWATER POLLUTION PREVENTION
PLAN (SWPPP) REQUIREMENTS FOR THIS PROJECT.
GENERAL CIVIL NOTES
GENERAL CIVIL DEMOLITION NOTES
GENERAL CIVIL SITE NOTES
GENERAL CIVIL GRADING AND DRAINAGE NOTES
GENERAL CIVIL EROSION CONTROL NOTESGENERAL CIVIL UTILITY NOTES
G C
.d w g
C O
N
ST
R U
C
TI
O N
S
AF
ET
Y
N O
TE
S
GC001
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
SCOPE OF WORK:
THE SCOPE OF THE PROJECT INVOLVES DEMOLITION OF BUILDING 61, BUILDING 61 UTILITIES, AND DEMOLITION AND REPLACEMENT OF
CONCRETE DRIVEWAY.
SAFETY
SAFETY
1. SAFETY PLAN (SPCD): CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) TO THE CONTRACTING OFFICER DESCRIBING HOW IT WILL COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION OPERATIONAL SAFETY AND PHASING PLAN (COSPP OR CSPP) AND SUPPLYING DETAILS THAT COULD NOT BE DETERMINED BEFORE CONTRACT AWARD. NO WORK WILL BE
ALLOWED UNTIL THE SAFETY PLAN COMPLIANCE DOCUMENT IS APPROVED.
2. PROGRESS MEETINGS: THE CONTRACTOR SHALL CONDUCT WEEKLY PROGRESS MEETINGS WITH PRIMARY EMPLOYEES, SUB-CONTRACTORS DESIGNATED BASE ENGINEER, AND CONTRACTING OFFICER (OR CONTRACTING OFFICER REPRESENTATIVE (COR)).
3. EMERGENCY: IN THE EVENT OF AN EMERGENCY, THE CONTRACTOR SHALL MOVE EQUIPMENT AND PERSONNEL TO A SAFE DISTANCE FROM OPERATIONAL PAVEMENT AS DIRECTED BY AIRFIELD MANAGEMENT OR OTHER EMERGENCY RESPONDERS AND SHALL REMAIN
CLEAR UNTIL NOTIFIED THAT WORK MAY BE RESUMED.
4. VEHICLE MARKING: CONTRACTOR’S VEHICLES SHALL BE MARKED WITH FLASHING AMBER LIGHTS AND EQUIPMENT WITH 3’X3’ ORANGE AND WHITE CHECKERED FLAGS VISIBLE FROM THE AIR AND 360 DEGREES ABOUT THE VEHICLE AND EQUIPMENT. THE FLASHING LIGHT MUST HAVE PEAK INTENSITY WITHIN THE RANGE OF 40 TO 400 CANDELAS AND MUST FLASH AT 75± 15 FLASHES PER MINUTE.
5. PAVEMENT VACUUMING: THE CONTRACTOR SHALL MAINTAIN, BY CONTINUOUS VACUUMING, ALL PAVEMENTS IMPACTED BY CONTRACTOR OPERATIONS, INCLUDING BUT NOT LIMITED TO HAUL ROUTE PAVEMENTS, AND PAVEMENT ADJACENT TO THE AREA OF WORK. PAVEMENT SHALL BE KEPT FREE OF CONSTRUCTION MATERIALS, DIRT, ROCKS, AND OTHER DEBRIS AT ALL TIMES FOR THE LIFE OF THIS PROJECT BY VACUUMING OPERATIONS DURING ALL WORKING HOURS. AT THE CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL CONDUCT A FINAL VACUUMING OF ALL PAVEMENTS UTILIZED/IMPACTED BY CONTRACTOR
OPERATIONS. STEEL WIRE BROOM VEHICLES ARE NOT PERMITTED.
6. WILDLIFE ATTRACTIONS: CONTRACTOR SHALL MAINTAIN WORK AREAS, LAYDOWN AREA, AND HAUL ROUTE TO BE FREE FROM WILDLIFE
ATTRACTANTS INCLUDING BUT NOT LIMITED TO TRASH, FOOD SCRAPS, AND PONDED WATER.
7. PAVEMENT PROTECTION: CONTRACTOR SHALL PROVIDE SPECIAL CARE WHERE CONTRACTOR’S TRAFFIC USES AND CROSSES AIRFIELD PAVEMENT. THE CONTRACTOR SHALL NOT CROSS ANY AIRFIELD PAVEMENT TO REMAIN WITH TRACKED EQUIPMENT WITHOUT A FORM OF PAVEMENT PROTECTION. PAVEMENT PROTECTION SHALL CONSIST OF A NON-SLIP MATERIAL SUCH AS NEOPRENE OR RUBBER
MATTING.
8. UNATTENDED VEHICLES: THE CONTRACTOR SHALL NOT LEAVE EQUIPMENT OR VEHICLES UNATTENDED ON THE AIRFIELD PAVEMENT.
9. ACTIVE AIRFIELD PAVEMENT: THE CONTRACTOR SHALL NOT PARK EQUIPMENT OR VEHICLES ON ACTIVE AIRFIELD PAVEMENT.
10. DUST CONTROL: THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO DUST CONTROL. THE OPERATIONS OF THE RUNWAYS, TAXIWAYS AND ASSOCIATED NAVAIDS ARE SENSITIVE TO DUST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE LIMIT OF CONSTRUCTION AS WELL AS ALONG ANY HAUL ROUTES USED BY CONTRACTORS’ EQUIPMENT AND VEHICLES LOCATED ON THE AIRFIELD. THE GOVERNMENT RESERVES THE RIGHT TO STOP GRADING, HAULING, OR OTHER WORK AS NECESSARY TO BRING DUST
UNDER CONTROL.
11. FOREIGN OBJECT DEBRIS/DAMAGE (FOD): THE CONTRACTOR SHALL CONTROL FOD AT ALL TIMES. THE CONTRACTOR SHALL IMPLEMENT ALL NECESSARY PROTOCOLS TO CONTROL FOD DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, CONTROLLING VEHICLES TRACING OF SOIL AND ROCKS, CONTROLLING LOOSE DEBRIS FROM VEHICLES, CONTROL OF DEMOLITION AND CONSTRUCTION OF MATERIALS. IF IN THE OPTION OF THE CONTRACTING OFFICER, THE CONTRACTOR’S PROTOCOLS ARE INSUFFICIENT TO PREVENT THE SPREAD OF FOD, THE CONTRACTOR SHALL IMPROVE PROTOCOLS TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO
ADDITIONAL COST.
12. FLIGHT LINE DRIVERS TRAINING: CONTRACTOR’S PERSONNEL AND ALL SUBCONTRACTOR’S PERSONNEL THAT WILL BE OPERATING A VEHICLE OR EQUIPMENT ON THE AIRSIDE ARE REQUIRED TO ATTEND AND PASS FLIGHT LINE OPERATIONS TRAINING. FLIGHT LINE OPERATIONS TRAINING CONSISTS OF CLASSROOM INSTRUCTION AND TESTING (APPROXIMATELY 3 HOURS), COMPUTER-BASED TRAINING INSTRUCTION AND TESTING (APPROXIMATELY 30 MINUTES), AND FLIGHT LINE ORIENTATION (APPROXIMATELY 30 MINUTES).
THE ONLY EXCEPTION IS FOR HAULERS (TRUCK DRIVERS), WHO WILL BE ESCORTED ON AND OFF THE AIRFIELD BY SOMEONE WITH PROPER FLIGHT LINE CERTIFICATION. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR DETAILED
REQUIREMENTS.
13. CONTROLLED MOVEMENT AREA DRIVERS TRAINING: ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL CONDUCTING WORK IN CONTROLLED MOVEMENT AREAS ARE REQUIRED TO ATTEND AN APPROXIMATELY 1 HOUR MOVEMENT TRAINING AREA COURSE, HANDS-ON TRAINING AS NEEDED PROVIDED BY AIRFIELD MANAGEMENT, AND PASS A WRITTEN EXAM.
14. CALL-IN: CONTRACTOR SHALL CALL INTO AIRFIELD MANAGEMENT AND SECURITY FORCES EVERY MORNING AND EVENING AT
843-963-3024 OR 843-963-3026.
15. RADIOS AND ATC: THE CONTRACTOR SHALL PROVIDE THE NECESSARY BATTERY-POWERED TWO-WAY RADIO EQUIPPED WITH TOP MOUNDED ANTENNAS AND CAPABLE OF TUNING AIR NAVIGATION FREQUENCY BANDS. RADIOS MUST BE KEPT IN GOOD WORKING ORDER AT ALL TIMES WORK IS IN PROGRESS ON THE AIRFIELD WITHIN THE LANDING AREAS. THE CONTRACTOR SHALL HAVE AN OPERATOR (WHO SPEAKS FLUENT ENGLISH) AVAILABLE FOR RADIO CONTACT AT ALL TIMES. THE CONTRACTOR SHALL MAINTAIN A CONTRACT WITH THE AIR TRAFFIC CONTROL TOWER (FREQUENCY 121.9) AT ALL TIMES WHILE WORK IS BEING CONDUCTED WITHIN THE
LANDING AREAS.
16. ACTIVE TAXIWAY: THE SITE IS ADJACENT TO A TAXIWAY. THERE WILL BE ACTIVE AIRCRAFT ON THE TAXIWAY DURING CONSTRUCTION.
AIRFIELD SECURITY: THE CONTRACTOR SHALL INSTALL LOW PROFILE BARRICADE AND WATER FILLED JERSEY BARRIERS AT THE LOCATION SHOWN ON SHEET GC101 PRIOR TO BEGINNING ANY WORK. THE AIRFIELD SHALL REMAIN SECURE AT ALL TIMES AND NO CONTRACTOR
PERSONNEL SHALL ENTER THE AIRFIELD WITHOUT AN ESCORT FROM THE BASE.
17. PROTECTION OF NAVAIDS: BEFORE COMMENCING CONSTRUCTION ACTIVITY, PARKING VEHICLES, OR STORING CONSTRUCTION EQUIPMENT AND MATERIALS NEAR A NAVAID, THE CONTRACTOR SHALL COORDINATE WITH AIRFIELD MANAGEMENT AND BASE CES WHO WILL COORDINATE TO EVALUATE THE EFFECT OF CONSTRUCTION ACTIVITY, AND DETERMINE THE REQUIRED DISTANCES AND DIRECTION FROM THE NAVAID. CONTRACTOR PERSONNEL SHALL BE AWARE OF CRITICAL AREA LOCATIONS AND REMAIN CLEAR OF THE AREAS DURING LOW VISIBILITY. NO MATERIAL OR CONSTRUCTION WILL BE STOCKPILED OR STORED NEAR ANY NAVAIDS.
AIRSPACE IMAGINARY SURFACE LIMITATIONS / 7460’S/NOTAM’S
1. NOTAMS: BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST, THROUGH THE CONTRACTING OFFICER, GIVE NOTICE ISSUING THE NOTICE TO AIRMAN (NOTAM) OF THE PROPOSED LOCATION, TIME, AND DATE OF COMMENCEMENT OF CONSTRUCTION. ISSUANCE OF MULTIPLE NOTAMS DURING THE COURSE OF CONSTRUCTION MAY BE REQUIRED. UPON COMPLETION OF WORK AND RETURN OF ALL SUCH AREAS TO STANDARD OPERATING CONDITIONS, THE CONTRACTOR MUST, THROUGH THE CONTRACTING OFFICER, VERIFY THE CANCELLATION OF ALL NOTICES ISSUED VIA THE NOTAM SYSTEM. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 7 DAYS NOTICE TO ALLOW FOR EACH NOTAM TO BE FILED IN A TIMELY MANNER.
2. 7460-1: THE CONTRACTOR SHALL SUBMIT TO THE FAA, FOR APPROVAL, ALL NECESSARY 7460-1 FORMS A MINIMUM OF 45 DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL IDENTIFY ALL NECESSARY FORM 7460’S AS A NRA
(NON-RULE MAKING AIRPORT) NOTICE (I.E. CONSTRUCTION IS LOCATED ON AN AIRPORT).
3. 7460-2: THE CONTRACTOR SHALL SUBMIT TO THE FAA NECESSARY 7460-2 FORMS TO NOTIFY THE FAA THAT CONSTRUCTION WILL SOON COMMENCE. THE CONTRACTOR SHALL IDENTIFY ALL NECESSARY FORM 7460’S AS A NRA (NON-RULE MAKING AIRPORT) NOTICE (I.E.
CONSTRUCTION IS LOCATED AT AN AIRPORT).
4. AIRSPACE IMAGINARY SURFACES: PARTIAL AIRSPACE IMAGINARY SURFACES ARE PROVIDED FOR AIR FORCE STANDARDS HEREIN. ANY PERMANENT OR TEMPORARY PENETRATIONS TO AIRSPACE IMAGINARY SURFACES SHALL BE AUTHORIZED VIA A CONTRACTOR
PREPARED AND SUBMITTED 7460’S.
5. EQUIPMENT: THE CONTRACTOR SHALL STORE ANY EQUIPMENT INSIDE THE CONSTRUCTION-FREE ZONE LIMIT AT END OF EACH WORK SHIFT. ALL EQUIPMENT SHALL BE KEPT IN AN ORGANIZED MANNER TO THE SATISFACTION OF USAF AIRFIELD MANAGEMENT.
SECURITY
SECURITY CLEARANCE
1. FORM 74S: ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL SHALL FILL OUT SFS FORM 74 AND SUBMIT IT TO THE CONTRACTING OFFICER. IN GENERAL, TO OBTAIN SECURITY CLEARANCES, EACH PERSON SHALL SUBMIT AN APPLICATION TO THE CONTRACTING OFFICER FOR PROCESSING AND UNDERGO A BACKGROUND CHECK. THE SECURITY CLEARANCE PROCESS TYPICALLY REQUIRES
APPROXIMATELY A WEEK TO COMPLETE.
SECURITY:
1. SECURITY GUARDS: CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FROM A PROFESSIONAL (BONDED) SECURITY FIRM AT
CONTRACTOR ACCESS GATE FOR THE DURATION OF USE.
2. SECURITY GUARD TRAINING: ALL SECURITY PERSONNEL THAT WILL BE CONTROLLING CONTRACTOR ACCESS GATE ARE REQUIRED TO ATTEND A 2 HOUR SECURITY WORKSHOP. THE WORKSHOP WILL BE HELD AT JOINT BASE CHARLESTON (JBCHS).
3. ENTRY AUTHORIZATION LETTER (EAL): CONTRACTOR SHALL OBTAIN AN ENTRY AUTHORIZATION LETTER (EAL) LISTING ALL EMPLOYEES APPROVED TO WORK ON THE AIRFIELD. A COPY OF THE LETTER SHALL BE MAINTAINED BY SECURITY AT ALL CONTRACTOR ACCESS GATES. THE CONTRACTOR SHALL COORDINATE SECURITY PROTOCOLS WITH THE CONTRACTING OFFICER AND SECURITY FORCES.
4. GUARD RESPONSIBILITIES:
- GUARD SHALL NOT BE ARMED.
- GUARDS SHALL BE EQUIPPED WITH OPERATIONAL CELL PHONES.
- A SINGLE SECURITY GUARD SHALL BE STATIONED AT EACH CONTRACTOR ACCESS GATE BEING UTILIZED BY THE CONTRACTOR. THIS
INCLUDES EXISTING ACCESS CONTROL GATES AND ANY TEMPORARY CONSTRUCTION GATES.
- AT CONTRACTOR ACCESS GATES. GUARDS SHALL INSPECT ALL BADGES AND MAINTAIN A LOG OF ALL VEHICLES ENTERING AND
LEAVING THE AIRFIELD AND INSPECT ALL VEHICLES.
- ALL CONTRACTOR ACCESS GATES SHALL BE SECURED BY LOCK AT THE END OF EACH WORK SESSION.
- ALL CONTRACTOR ACCESS GATES SHALL BE KEPT CLOSED WHEN NOT IN USE AND OPENED ONLY FOR ENTERING AND EXITING
VEHICLES.
AIRFIELD ACCESS:
1. PREREQUISITES TO ACCESS: THE CONTRACTOR WILL NOT BE ALLOWED TO ACCESS TO THE AIRFIELD UNTIL:
- COMPLETION OF ALL NECESSARY SECURITY CLEARANCES, BADGES, ETC…
- COMPLETION OF ALL NECESSARY DRIVER TRAINING AND OTHER SECURITY SAFETY PROTOCOLS.
- APPROVAL OF ALL NECESSARY CONSTRUCTION SUBMITTALS
- APPROVAL OF THE CONTRACTOR’S SAFETY PLAN COMPLIANCE DOCUMENT (SPCD)
- APPROVAL OF THE CONTRACTOR’S QUALITY CONTROL PLAN
- COMPLETION OF OTHER NECESSARY APPROVALS
2. LOCATION: ACCESS TO THE AIRFIELD SHALL BE VIA EXISTING CONTRACTOR ACCESS GATES IN THE VICINITY OF WORK ONGOING AS
INDICATED ON THE PLANS.
3. HAZARD MARKING AND LIGHTING:
- PURPOSE - HAZARD MARKING AND LIGHTING PREVENTS PILOTS FROM ENTERING AREAS CLOSED TO AIRCRAFT, AND PREVENTS
CONSTRUCTION PERSONNEL FROM ENTERING AREAS OPEN TO AIRCRAFT.
- EQUIPMENT - CONTRACTOR SHALL MARK THE LIMITS OF CONSTRUCTION WITH FENCING AND JERSEY BARRIER AND FOD FENCE
BARRICADES AS INDICATED. CONTRACTOR SHALL PROVIDE A REPRESENTATIVE WHO WILL BE ON-CALL 24-HOURS A DAY TO PERFORM EMERGENCY MAINTENANCE OF ANY CONTRACTOR ERECTED SIGN, BARRICADE, OR WARNING LIGHTS DURING THE CONSTRUCTION
PERIOD.
- BARRICADES SHALL MEET THE DETAILS PROVIDED HEREIN. SEE PLANS FOR BARRICADE LOCATION.
- RED LIGHTS MUST BE SECURELY MOUNTED ON BARRICADE AND SPACED NO MORE THAN 10 FEET APART. LIGHTS MUST BE OPERATED
FROM SUNSET TO SUNRISE AND DURING PERIODS OF LOW VISIBILITY. THE LIGHTS MAY BE OPERATED BY PHOTOCELL; HOWEVER, THE CONTRACTOR MAY HAVE TO TURN THEM ON MANUALLY AT TIMES DURING LOW VISIBILITY DURING DAYTIME HOURS.
- THE CONTRACTOR SHALL COMPLY WITH THE FAA AND THE BASE WHEN ALIGNING CONSTRUCTION FLOODLIGHTS AS TO NOT INTERFERE WITH THE VISION OF AIRCRAFT PILOTS AND AIR TRAFFIC CONTROLLERS WHEN OPERATIONS ARE TAKING PLACE.
COORDINATION
LAYDOWN AREA:
1. LOCATION: THE CONTRACTOR’S LAYDOWN AREA SHALL BE LOCATED OUTSIDE THE SECURED AREA OF THE AIRFIELD AT A LOCATION WITHIN 1 MILE OF THE PROJECT SITE TO BE DETERMINED BY THE CONTRACTING OFFICER AT THE TIME OF AWARD. INSIDE THE SECURE
AREA OF THE AIRFIELD.
2. UTILITIES: THE CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION AND SHALL BEAR ALL COSTS NECESSARY TO ESTABLISH
ELECTRICAL, WATER, AND SEWER SERVICE TO THE LAYDOWN AREA.
3. WATER: THE CONTRACTOR MAY OBTAIN WATER VIA AN EXISTING FIRE HYDRANT LOCATED IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL PROVIDE HYDRANT METERS AND BACKFLOW PREVENTION. WATER LINES SHALL BE SECURED AT ALL
TIMES AND REMOVED UPON COMPLETION.
4. PORTABLE TOILETS: PRIOR TO ANY CONSTRUCTION ACTIVITIES PROVIDE TEMPORARY SEWER AND SANITARY FACILITIES, AS DEFINED IN
THE SPECIFICATIONS, FOR ALL WORK AREAS AND ACCESS GATES.
5. ADDITIONAL FACILITIES: THE CONTRACTOR CAN USE EMPTY BUILDING 63 AS OFFICE SPACE AND NO ADDITIONAL FACILITY IS NEEDED
FOR THE GOVERNMENT.
6. SECURITY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING SECURITY AT THE LAYDOWN AREA.
7. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA IN A GOOD STATE OF APPEARANCE.
8. FOD: THE CONTRACTOR SHALL MAINTAIN THE LAYDOWN AREA SUCH THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN
OBJECT DEBRIS.
9. OFFSITE LAYDOWN AREA: THE AIRFIELD HAS LIMITED SPACE AVAILABLE FOR A CONTRACTOR’S LAYDOWN AREA. OBTAINING, MAINTAINING ANY REQUIRED OFF-SITE LAYDOWN AREA THAT THE CONTRACTOR SHALL NEED IS THE RESPONSIBILITY OF THE
CONTRACTOR.
10. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR AN OFFSITE LAYDOWN AREA.
11. OTHER PERMITS: THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE ERECTION AND OPERATION OF PLANS/CRUSHER.
12. AIR SPACE LIMITATIONS/7460’S/NOTAMS: THE CONTRACTOR SHALL SUBMIT ALL NECESSARY FORM 7460’S TO FAA AND COORDINATE ALL NECESSARY NOTAMS WITH THE CONTRACTING OFFICER. APPROVAL OF 7460’S IS NOT GUARANTEED. REFER TO AIRSPACE
IMAGINARY SURFACE LIMITATION NOTES.
HAUL ROUTES:
1. LOCATION: CONTRACTOR SHALL UTILIZE HAUL ROUTES (PRIMARY) AS SHOWN ON SHEET G-002. THE CONTRACTOR SHALL BE ADVISED THAT, FOR BASE SECURITY, JBCHS MAY CLOSE VEHICLE GATE -3 (V-3) AT ANY TIME WITHOUT NOTICE. THE CONTRACTOR SHALL UTILIZE HAUL ROUTE # 2 AND VEHICLE GATE – 5 (V-5) TO GAIN ACCESS TO SPECIFIED WORK AREAS AT NO ADDITIONAL COST TO THE GOVERNMENT WHEN GATE V-3 IS CLOSED BY JBCHS. THE CONTRACTOR SHALL BE ADVISED THAT ALL TRAFFIC GOING THROUGH RIVERS
GATE WILL BE SCANNED BY SECURITY.
2. EXISTING ROADS: HAUL ROUTES UTILIZING EXISTING BASE ROADWAYS WILL REMAIN OPEN TO PATRON TRAFFIC AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE ALL NECESSARY PROTOCOLS TO INSURE SAFETY TO THE GENERAL PUBLIC ON ALL
HAUL ROUTES.
3. DAMAGE: THE CONTRACTOR SHALL PREPARE A PHOTOGRAPHIC RECORD OF EXISTING ROADWAYS PRIOR TO CONSTRUCTION. DAMAGE TO EXISTING ROADWAYS, CAUSED BY CONSTRUCTION TRAFFIC, SHALL BE REPAIRED TO THE GOVERNMENT’S SATISFACTION AT NO
ADDITIONAL COST.
4. TRAFFIC CONTROL: IF DEEMED NECESSARY BY EITHER THE CONTRACTOR OR GOVERNMENT, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE GOVERNMENT, PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN IN KEEPING WITH THE LATEST MUTCD
MANUAL FOR APPROVAL.
5. FLAGMAN: PROVIDE AND MAINTAIN FLAGMEN TO DIRECT AND CONTROL CONSTRUCTION TRAFFIC WHERE ALL UTILIZED HAUL ROUTES ARE ON ACTIVE ROADWAYS OR ACTIVE AIRFIELD PAVEMENTS, CROSS ACTIVE ROADS OR ACTIVE AIRFIELD PAVEMENTS OR OTHERWISE IMPACT ACTIVE ROADWAYS OR ACTIVE AIRFIELD PAVEMENTS. COORDINATE FLAGMAN LOCATIONS WITH THE CONTRACTING OFFICER.
6. TEMPORARY HAUL ROUTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTAINING TEMPORARY HAUL ROUTES AS REQUIRES. THE CONTRACTOR SHALL RESTORE HAUL ROUTES TO EXISTING OR BETTER CONDITION AT COMPLETION OF THE
PROJECT.
7. LAND DISTURBANCE PERMIT: IF LOCATED OUTSIDE THE PERMIT AREA OF DISTURBANCE FOR THE PROJECT, THE CONTRACTOR SHALL OBTAIN A SEPARATE LAND DISTURBANCE/STORMWATER PERMIT FOR THE CONSTRUCTION OF HAUL ROUTES.
8. APPEARANCE: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES IN A GOOD STATE OF APPEARANCE.
9. FOD: THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTES SUCH THAT IT DOES NOT GENERATE OR BECOME A SOURCE OF FOREIGN
OBJECT DEBRIS.
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
BLDG. 61
TRANSFORMER
PAD
EX.
BLDG.
EX.
BLDG.
EX.
BLDG.
GM
10'
15'
10'
'10
G C
.d w g
C O
N
ST
R U
C
TI
O N
S
AF
ET
Y
PL
AN
GC101
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
A1 CONSTRUCTION SAFETY PLAN
NORTH
SCALE: 1" = 30' 0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
SHEET LEGEND
1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED
FROM INSTALLATION PROVIDED RECORD DRAWING AND
GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES. EXACT
LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED IN
ACCORDANCE WITH GENERAL CIVIL NOTES 4, 6, AND 10 ON
SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
1. LOW PROFILE BARRICADE - DETAIL C1/C-501
2. 42" HIGH WATER FILLED INTERLOCKING JERSEY STYLE
BARRIER
CONSTRUCTION FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
CONSTRUCTION
FREE ZONE LIMIT
LOW PROFILE BARRICADE
WATER FILLED INTERLOCKING
JERSEY STYLE BARRIER
SS
SM
IW
IW
SM
WW
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST ST ST ST ST STSTST
ST
ST
ST
ST
U D
U D
U D
U D
U D
U D
U D
U D
W
W
FD
PRD
SS SS SS SS SS SS SS
SS
SS
SS
ST
ST
ST
ST
ST
ST
G
UE
UE
UE
UE
UE
UE UE UE UE
UE UE UE UE UE UE UE
U
E
G
G G G G G G G G G G G
G
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE UE UE UE UE
U C
UC UC
UC
UC
UC
UC
UC
U C
U C
U C
U C
U C
U C
U C
U E
U E
U C
U C
U C
U E
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
BLDG. 61
U C
U C
U C
U C
U C
UC
UC
UC
UC
U C
U C
UC
UC
UC
UC
UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD
G
G
G G
G
G
G
G G G G G
W W W W W W W W
W W
W
W W
W
WW
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 W
W W
W W
W W
W W
W
W
WW
W
FW FW
FW
FW FW
PIV
SS
SS
SS
SS
SS
SS
SS
SS
SS
IW IWSM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
UE
UE UE UE UE UE UE
U E
U E
U E
U E
UE
TRANSFORMER
PAD
EX.
BLDG.
UD UD UD UD UD UD UD
EX.
BLDG.
EX.
BLDG.
/ GM
GM
DET
DET
D
ET
HW
H W
A
A
C W
C W
W
W W
SS
A
8-I
NCH D
IP
6-INCH DIP
8-
IN
C H
D
IP
8-
IN
C H
D
IP
6-INCH DIP
6" PVC
SANITARY
SEWER
8-
IN
C H
D
IP
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
WALL
C D
.d w g
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
AN
D D
EM
O
LI
TI
O N
P
LA
N
CD101
A1 EXISTING CONDITIONS AND DEMOLITION PLAN
NORTH
SCALE: 1" = 20' 0 20' 40'
SHEET KEYNOTES
GENERAL SHEET NOTES
1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED FROM
INSTALLATION PROVIDED RECORD DRAWING AND GEOGRAPHICAL
INFORMATION SYSTEM (GIS) FILES. EXACT LOCATION OF ALL
INFORMATION MUST BE FIELD VERIFIED IN ACCORDANCE WITH GENERAL
CIVIL NOTES 4, 6, AND 10 ON SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
4. CONTRACTOR SHALL PERFORM A FIELD SURVEY PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL DEMOLISH AND REMOVE SIDEWALK AND BASE TO
THE NEAREST JOINT TO EXECUTE CONSTRUCTION. FOR BIDDING
PURPOSES, THE CONTRACTOR SHALL USE THE CONSTRUCTION
DRAWINGS.
6. THE GOVERNMENT WILL DEMOLISH THE EXISTING NATURAL GAS
SERVICE LINE AND METER FOR BUILDING 61. THE CONTRACTOR SHALL
COORDINATE THE WORK AND TIMING WITH THE GOVERNMENT PRIOR TO
THE DEMOLITION OF BUILDING 61.
7. THE CONTRACTOR SHALL FILL THE B61 DEMOLITION AREA WITH
SATISFACTORY MATERIAL TO ADJACENT GRADE ELEVATION. THE
DEMOLITION AREA SHALL BE GRADED AND COMPACTED IN ACCORDANCE
WITH SPECIFICATION 31 00 00. THE CONTRACTOR SHALL ENSURE
POSITIVE DRAINAGE OF THE AREA WITH NO PONDING OF WATER.
8. SANITARY SEWER PIPING SHOWN TO BE DEMOLISHED FROM BUILDING 61
MAY HAVE LEAD AND OAKUM JOINTS. THE CONTRACTOR SHALL ASSUME
THAT THE ENTIRE LINE BEING DEMOLISHED CONTAINS THESE TYPE OF
JOINTS. ALL LEAD REMOVED SHALL BE DISPOSED OF OFF GOVERNMENT
PROPERTY, IN A LEGAL MANNER, AND FOLLOWING ALL STATE AND
FEDERAL REQUIREMENTS.
1. DEMOLISH EXISTING BUILDING 61 IN ITS ENTIRETY
2. DEMOLISH CONCRETE SIDEWALK, STOOP, AND MECHANICAL EQUIPMENT
PAD
3. CONTRACTOR SHALL LOCATE WATER SERVICE VALVE AND DEMOLISH
3-INCH DIP WATER LINE TO THE VALVE AND CAP
4. DEMOLISH SANITARY SEWER LINE AND SEAL SANITARY SEWER MANHOLE
WITH NON-SHRINK GROUT. REFER TO GENERAL SHEET NOTES.
5. EXISTING NATURAL GAS SERVICE LINE AND METER FOR BUILDING 61.
REFER TO GENERAL SHEET NOTES.
6. DEMOLISH CONCRETE PAVEMENT AND BASE
7. SAW CUT PAVEMENT WITH STRAIGHT EDGE
8. DEMOLISH ABANDONED UTILITY LINE
9. DEMOLISH WATER SERVICE LINE
10. ABANDON UTILITY LINE IN PLACE
11. DEMOLISH CONCRETE BOLLARDS
12. DEMOLITION OF BUILDING 61 AND ASSOCIATED UTILITIES SHALL BE A BID
OPTION. REFER TO BID SCHEDULE
13. DEMOLISH 1-1/4-INCH COPPER WATER SERVICE LINE AND INSULATION
BACK TO BUILDING - RE MECHANICAL PLAN FOR HOSE BIB
14. DEMOLISH 1-1/2-INCH COPPER COMPRESSED AIR SERVICE LINE BACK TO
BUILDING AND CAP
15. DEMOLISH BITUMINOUS PAVEMENT AND BASE
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
7 7
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
TRANSFORMER
PAD
EX.
BLDG.
EX.
BLDG.
EX.
BLDG.
RF
F
C T
XC
RF
F
X
T
F
F
SL
AB
1'
3 SLAB
@ 11.5'
10'
SL
AB
0'
WALL
C S.
dw g
SI
TE
P
LA
N
CS101
A1 SITE PLAN
NORTH
SCALE: 1" = 20' 0 20' 40'
SHEET KEYNOTES
GENERAL SHEET NOTES
LEGEND
1. EXISTING MAIN FIRE RISER ROOM
2. CONCRETE STOOP - RE ARCHITECTURAL
3. CONCRETE SIDEWALK - DETAIL F4/C-501
4. REINFORCED PCC PAVEMENT - DETAIL F1/C-501
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED
FROM INSTALLATION PROVIDED RECORD DRAWING AND
GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES. EXACT
LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED IN
ACCORDANCE WITH GENERAL CIVIL NOTES 4, 6, AND 10 ON
SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
4. CONTRACTOR SHALL PERFORM A FIELD SURVEY PRIOR TO
CONSTRUCTION.
3 2
F THICKENED EDGE EXPANSION JOINT AT
STRUCTURE, TYPE F - DETAIL C1/C-502
C DOWELED CONTRACTION JOINT,
TYPE C - DETAIL D1/C-502
T TIED CONTRACTION JOINT,
TYPE T - DETAIL F1/C-502
RF RIGID/FLEXIBLE PAVEMENT JOINT, TYPE
RF - DETAIL F4/C-502
X DOWELED CONSTRUCTION JOINT AT EXISTING
PAVEMENT, TYPE X - DETAIL A1/C-502
SS
SM
IW
IW
SM
WW
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST
ST ST ST ST ST ST STSTST STST
ST
ST
ST
ST
U D
U D
U D
U D
U D
U D
U D
U D
U D
W
W
FD
PRD
SS SS SS SS SS SS SS SS
SS
SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
G
G
UE
UE
UE
UE
UE
UE
UE UE UE UE UE
UE UE UE UE UE
U E
UE UE
U
E
G G G G G G G G G G G G
G
G
UE
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE UE UE UE UE
U C
UC UC
UC
UC
UC
UC
UC
UC
U C
U C
U C
U C
U C
U C
U C
U E
U E
U E
U C
U C
U C
UE
U E
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
U C
U C
U C
U C
U C
UC
UC
UC
UC
UC
UC
U C
UC
UC
UC
UC
UC
UD UD UD UD UD UD UD
U D
U D
U D
U D
U D
U D
U D
U D
UD UD UD UD UD UD UD UD
G
G G
G
G
G
G
G
G G G G
G
W W W W W W W W W W
W W
W W
W
WW
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 W
W W
W W
W W
W W
W W
W
W
W
W
WW
W
W
FW FW
FW
FW FW FW
PIV
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
IW IW
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM SM
SM
SM SM
UE
UE UE UE UE UE UE
UE
U E
U E
U E
U E
UE
TRANSFORMER
PAD
EX.
BLDG.
UD UD UD UD UD UD UD
EX.
BLDG.
EX.
BLDG.
GM
8-I
NCH D
IP
6-INCH DIP
8-
IN
C H
D
IP
8-
IN
C H
D
IP
6-INCH DIP
6" PVC
SANITARY
SEWER
8-
IN
C H
D
IP
XXXXXXXXXXXXXX
XX
XX
XXXXXXXXXXXX
XX
XX
XX
XX
XX
XX
WALL
C G
.d w g
G R
AD
IN
G A
N D
E R
O
SI
O N
C O
N
TR
O L
PL
AN
CG101
A1 GRADING AND EROSION CONTROL PLAN
NORTH
SCALE: 1" = 20' 0 20' 40'
SHEET KEYNOTES
GENERAL SHEET NOTES
1. MATCH EXISTING GRADE
2. TEMPORARY SILT FENCE - DETAIL B1/C-503
JO
IN
T B
AS
E
CH
AR
LE
ST
ON
DE
SI
GN
ED
B Y:
CH
EC
KE
D
BY
A.
G
AD
HI
A C.
G
AJ
ER
A
AP
RI
L 2
DA
TE
G
CERTIFIED FINAL DESIGN SUBMITTAL – FOR CONSTRUCTION
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
RE
PA
IR
A
IR
CR
AF
T M
AI
NT
EN
AN
CE
FA
CI
LIT
Y B.
DKFX 1069825
RE
V
DE
SC
RI
PT
IO
N
PROJECT NUMBER:
DRAWING SIZE: ANSI D (22X34)
DE
PA
RT
ME
NT
O
F T
HE
A
IR
FO
RC
E
AI
R
MO
BI
LIT
Y
CO
MM
AN
D
CH
AR
LE
ST
ON
, S C
DR
AW
IN
G
RE
VI
SI
ON
S
DA
TE
PR
EP
B
Y
AP
PR
'D
DR
AW
N
BY
A.
G
AD
HI
A
SU
PV
CH
E
NG
R:
RECORD DRAWING DATE:
L.
TA
LIA
FE
RR
O
1. EXISTING INFORMATION SHOWN HEREON WAS OBTAINED
FROM INSTALLATION PROVIDED RECORD DRAWING AND
GEOGRAPHICAL INFORMATION SYSTEM (GIS) FILES. EXACT
LOCATION OF ALL INFORMATION MUST BE FIELD VERIFIED IN
ACCORDANCE WITH GENERAL CIVIL NOTES 4, 6, AND 10 ON
SHEET C-002.
2. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
3. REFER TO C-002 FOR GENERAL CIVIL NOTES.
4. CONTRACTOR SHALL PERFORM A FIELD SURVEY PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL SEED AND FERTILIZE ALL DISTURBED
PERVIOUS AREA INCLUDING BUILDING 61 DEMOLISHED SITE
PER SPECIFICATION 32 92 19 SEEDING.
SS
SM
IW
IW
SM
WW
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST
ST ST ST ST ST ST STSTST STST
ST
ST
ST
ST
U D
U D
U D
U D
U D
U D
U D
U D
U D
W
W
FD
PRD
SS SS SS SS SS SS SS SS
SS
SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
G
G
UE
UE
UE
UE
UE
UE
UE UE UE UE UE
UE UE UE UE UE
U E
UE UE
U
E
G G G G G G G G G G G G
G
G
UE
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UE UE UE UE UE
U C
UC UC
UC
UC
UC
UC
UC
UC
U C
U C
U C
U C
U C
U C
U C
U E
U E
U E
U C
U C
U C
UE
U E
FIRE PUMP
HOUSE
BUILDING 64
CORROSION
CONTROL/WASHRACK
BUILDING 63
FFE = 40.00
STORAGE TANK
200,000 GAL.
U C
U C
U C
U C
U C
UC
UC
UC
UC
UC
UC
U C
UC
UC
UC
UC
UC
UD UD UD UD UD…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .