Drawings_Volume_1-part_B.pdf
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Drawings Volume 1 - part B - pages 10-50
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M A
R K
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A T
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C D
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N E
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A R
D
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K W
A Y
K A
N S
I T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
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C O P Y R I G H T
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M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
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N A
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A R
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THIS DRAWING IS FOR
REFERENCE ONLY
ENVIRONMENTAL INVESTIGATION
NOTES:
1. COORDINATE WITH TINKER BASE CE
OFFICE AND CONTRACTING OFFICER FOR
ADDITIONAL INFORMATION ON REFERENCE
DRAWINGS.
BUILDING 9201
BUILDING 9001
R K
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B U
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D
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N E
L L
W
A
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K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
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D
B
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D E
S I G
N E
D
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D A
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F I L
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N
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R
S I Z
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S B
P L
A
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P L
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C O
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C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
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N A
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F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
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E L L
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NOTES:
1. COORDINATE WITH TINKER BASE CE
OFFICE AND CONTRACTING OFFICER FOR
ADDITIONAL INFORMATION ON REFERENCE
DRAWINGS.
DRAFT
ENVIRONMENTAL DOCUMENT
R K
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A
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K W
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K A
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US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
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I O
N
N
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F I L
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N
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N
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C O P Y R I G H T
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M c D O N N E L L
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C O M P A N Y
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WETLANDS
NOTES:
1. COORDINATE WITH TINKER BASE CE
OFFICE AND CONTRACTING OFFICER FOR
ADDITIONAL INFORMATION ON REFERENCE
DRAWINGS.
DRAFT
ENVIRONMENTAL DOCUMENT
X
X
C x
C x
X X
XXXX
X X
X X
X
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XXX
X
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X
X X
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X
S
D x
S
D x
S
D x
S D x
S D x
X X
S
D x
X
XXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X X X X X X X
S S x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
W x
W x
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
X
X
X
X
X
XXX
X X
X X
X X X
E x
S
D x
S
D x
S
D x
I
N
W
S
S x
S
S x
X
X
X
X
E x
S
D x
S
D x
S
D x
I
N
W
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S
S x
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X
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M A
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A
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US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
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C O P Y R I G H T
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SCALE 1"=200'
SURVEY LIMITS
A1
N
0 200' 400'
SURVEY SHEET NOTES:
1. THE VERTICAL DATUM USED FOR THIS SURVEY IS
THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88). THE HORIZONTAL DATUM USED FOR THIS
SURVEY IS THE NORTH AMERICAN DATUM OF 1983
(NAD83). TOPOGRAPHIC SURVEY PREPARED BY:
BENCHMARK SURVEYING
MARCH - MAY 2014
2. CONSIDERABLE EFFORT HAS BEEN MADE TO
DETERMINE THE LOCATION OF UNDERGROUND
UTILITIES. SOME LOCATIONS ARE ACTUAL FIELD
MEASUREMENTS AND SOME ARE TAKEN FROM
UTILITY RECORDS. THIS PLAN DOES NOT WARRANT
THAT UTILITIES ARE SHOWN ACCURATELY NOR
THAT ALL UTILITIES ARE SHOWN THROUGHOUT THE
DRAWING SET.
3. SEE CIVIL LEGEND ON SHEET GC001 FOR ALL
DRAWINGS.
LIMITS OF SURVEY
WORK COMPLETED
HANGAR PROJECT
AREA
R K
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N E
L L
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A
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K W
A Y
K A
N S
T
Y
US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
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F I L
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C O P Y R I G H T
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M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
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K C
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REDUCED PRINT - USE GRAPHIC SCALE
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B V
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GC001
C I V
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G E
B
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N S
K
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D
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B
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H
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W
A R
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BORING LOCATION
FIRE HYDRANT
LIME MODIFIED SUBGRADE (DETAIL)
COMPACTED EARTH (DETAIL)
MISCELLANEOUS MATERIAL (DETAIL)
CULVERT WITH END SECTIONS
BUILDINGS AND STRUCTURES
6" DRAINAGE LAYER (DETAIL)
SECTION INDICATORS
SIGN
ELECTRICAL MANHOLE (EMH)
TRANSFORMER
VERTICAL CONTROL POINT (BENCH MARK)
CAP, PLUG, BLIND FLANGE
DROP INLET
STORM MANHOLE
SANITARY SEWER MANHOLE
ROOF DRAIN DOWNSPOUT
CENTERLINE
STORM SEWER/DRAIN
ROOF DRAIN
SANITARY SEWER
WATER LINE
GAS LINE
POST INDICATOR VALVE
WATER LINE VALVE
MATCH LINE
GAS LINE VALVE
MONITORING WELL
END SECTION
ABC AGGREGATE BASE COURSE
AC ACRE
ACM ASBESTOS CONTAINING MATERIAL
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
ADA AMERICANS WITH DISABILITIES ACT
AFB AIR FORCE BASE
AFI AIR FORCE INSTRUCTIONS
ANG AIR NATIONAL GUARD
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
ATFP ANTI-TERRORISM/FORCE PROTECTION
BA BREATHING AIR
B/C BOTTOM OF CURB
BCE BASE CIVIL ENGINEERING
B/L BUILDING LINE
BM BENCHMARK
BNSF BURLINGTON NORTHERN SANTA FE
BO BID OPTION
BOW BOTTOM OF WALL
C/COMM COMMUNICATIONS
CA COMPRESSED AIR
CB CATCH BASIN
C-C CENTER TO CENTER
CE CIVIL ENGINEER
CMH COMMUNICATIONS MANHOLE
COE CORPS OF ENGINEERS
CONC CONCRETE
CPNODE CATHODIC PROTECTION SYSTEM NODE
CGMP CORRUGATED GALVANIZED
METAL PIPE
CGMPA CORRUGATED GALVANIZED METAL
PIPE ARCH
CI CURB INLET OR CAST IRON PIPE
CGI CURB/GUTTER INLET
CO CLEAN OUT
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CL CENTERLINE
CTRD CENTERED
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
DEPT DEPARTMENT
DI DUCTILE IRON OR DROP INLET
DIA DIAMETER
DS DOWNSPOUT
E ELECTRICAL
ECP ENTRY CONTROL POINT
EFSO EMERGENCY FUEL SHUT OFF
ELEC ELECTRICAL
EL/ELEV ELEVATION
EMH ELECTRICAL MANHOLE
FDC FIRE DEPARTMENT CONNECTION
FEMH FUEL ELECTRIC MANHOLE
FES FLARED END SECTION
FEV FUEL-EFFICIENT VEHICLE
FF FINISH FLOOR
FH FIRE HYDRANT
FL FLOW LINE
FM FORCE MAIN
FOD FOREIGN OBJECT DEBRIS
FT FOOT
FW FIREWATER
FY FISCAL YEAR
G GAS
GI GRATED INLET
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
HDPE HIGH DENSITY POLYETHYLENE
HQ HEADQUARTERS
HW HEADWALL
IDS INTRUSION DETECTION SYSTEM
INV INVERT
IW INDUSTRIAL WASTE
IWFM INDUSTRIAL WASTE FORCE MAIN
IWLS INDUSTRIAL WASTE LIFT STATION
IWMH INDUSTRIAL WASTE MANHOLE
IWTP INDUSTRIAL WASTE TREATMENT PLANT
JF JET FUEL
LEV LOW-EMITTING VEHICLE
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MSE MECHANICALLY STABILIZED EARTH
MUTCD MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
MW MONITORING WELL
NIC NOT IN CONTRACT
NO NUMBER
NPW NON-POTABLE WATER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
ODEQ OKLAHOMA DEPARTMENT OF
ENVIRONMENTAL QUALITY
ODOT OKLAHOMA DEPARTMENT OF
TRANSPORTATION
OSHA OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PHWR PROCESS HOT WATER RETURN
PHWS PROCESS HOT WATER SUPPLY
PI POINT OF INTERSECTION
POV PRIVATELY OWNED VEHICLE
PRT PROCESS RECOVERY TANK
PVC POLYVINYL CHLORIDE
PWU PUBLIC WORKS & UTILITIES
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RFDC REMOTE FIRE DEPARTMENT
CONNECTION
RR RAILROAD
SAN SANITARY SEWER
SD STORM DRAIN
SDI STORM DRAIN INLET
SDMH STORM DRAIN MANHOLE
SS SANITARY SEWER
SSFM SANITARY SEWER FORCE MAIN
SSLS SANITARY SEWER LIFT STATION
SSMH SANITARY SEWER MANHOLE
ST, SD STORM SEWER, STORM DRAIN, STREET
SWPPP STORM WATER POLLUTION
PREVENTION PLAN
TAC TINKER AEROSPACE COMPLEX
TAFB TINKER AIR FORCE BASE
T/C TOP OF CURB
TELE TELEPHONE
TEMP TEMPORARY
TOW TOP OF WALL
TYP TYPICAL
UD UNDERDRAIN
UFC UNIFIED FACILITIES CRITERIA
USAF UNITED STATES AIR FORCE
UST UNDERGROUND STORAGE TANK
W, WA WATER
WM WATER METER
WV WATER VALVE
WWF WELDED WIRE FABRIC
XFMER ELECTRICAL TRANSFORMER
LETTER DESIGNATION
OF SECTION/DETAIL
DWG. NO. WHERE
SECTION IS DETAILED
EXISTING DESCRIPTION ABBREVIATIONS DESCRIPTION
XX
XXX
NEW DESCRIPTION
PROPOSED LEGEND
NEW DESCRIPTION
ABBREVIATIONS
XX
XXX
EXISTING DESCRIPTION
SURVEY LEGEND
48" SD1
8" SS1
10" WA1
DS
4" G2
MW
RD
CURB INLET PROTECTION
SANITARY SEWER
STORM WATER SEWER
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
FUEL MAIN PIPE
GAS LINE
WATER MAIN
FENCE
CONCRETE (DETAIL)
ASPHALT (DETAIL)
FIREWATER
BREATHING AIR
COMPRESSED AIR
CHILLED WATER SUPPLY
CHILLED WATER RETURN
GUARDRAIL
LIFT STATION
VALVE VAULT
B/L
U/E UTILITY EASEMENT
BUILDING LINE
STORM SEWER
S
D
CO
FIRE HYDRANT
X
GAS VENT PIPE (GVP)
ROOF OVERHANG
FOUND PROPERTY CORNER
SANITARY SEWER
WATERLINE VALVE
SSCO CLEANOUT
GASLINE VALVE
LIGHT POLE
CO
FLUSH MOUNT LIGHT
ROOF DRAIN DOWNSPOUT
SPOT ELEVATION
CONTROL MONUMENT
E
COMMUNICATIONS MANHOLE
SINGLE GRATE DROP INLET
DOUBLE GRATE DROP INLET
EMH - ELECTRIC MANHOLE
C
W
MISCELLANEOUS STRUCTURE
/TREES DEMOLITION
MILL / OVERLAY DEMOLITION
ASPHALT DEMOLITION
CONCRETE DEMOLITION
RAIL YARD DEMOLITION
CLEARING AND GRUBBING
SAWCUT (FULL DEPTH)
MISCELLANEOUS DEMOLITION
UTILITY DEMOLITION
WETLANDS (DO NOT DISTURB)
CHAIN-LINK FENCE
CURB AND GUTTER
SEEDED/SODDED AREA
AIRFIELD ASPHALT PAVEMENT
SHOULDER
SITE CONCRETE
AIRFIELD CONCRETE
F
E
C
D
G
A
DOWELED CONSTRUCTION JOINT
DOWELED CONTRACTION JOINT
DUMMY CONTRACTION JOINT
THICKENED EDGE DOWELED
CONSTRUCTION JOINT
THICKENED ISOLATION JOINT
NEW CONCRETE TO NEW AC
TRANSITION
REINFORCED SLAB (R)
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
LIMITS OF WORK
SF SILT FENCE
SF
STORM INLET PROTECTION
SF
S F
S F
DITCH CHECK
S
F
SF
S
F
6" UD
12" SD
UNDERDRAIN/EDGE DRAIN
STORM DRAIN
-0.50%
12" SD
SF
S
F
S
F
SF
S F
SF
S F
SF
STORM DRAIN
UNDERDRAIN/EDGE DRAIN
DITCH CHECK
STORM INLET PROTECTION
SILT FENCE
1277.16
-0.50%
LIMITS OF WORK
PROPOSED SPOT ELEVATION
PROPOSED SURFACE SLOPE
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
GRANULAR MATERIAL (DETAIL)
AGGREGATE (DETAIL)
X
6" UD
12" CWR1
12" CWS1
8" CA1
6" BA1
20" OD" FW1DGDI
SGDI
ROH
ELECTRIC OR TELEPHONE
JUNCTION BOX
CATHODIC PROTECTION
TEST STATION
INDUSTRIAL WASTE
IW
FUELING ELECTRIC
FE
JET FUELING
JF
XFMR-1
COMMUNICATION MANHOLE
INDUSTRIAL WASTE MANHOLE
SDMH-1
SSMH-1
IWMH-1
SDI-1
FUELING ELECTRICAL HAND HOLE
FEHH-1
H
DOWELED THICKENED EDGE JOINT
CATHODIC PROTECTION
TEST STATION IN SOIL
CATHODIC PROTECTION
TEST STATION IN PAVEMENT
PROCESS HOT WATER SUPPLY
PHWS
PROCESS HOT WATER RETURN
PHWR
OH
E
F
X
CLEAN OUT
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
ITEM NOT IN CONTRACT (NIC)
INFR:
ABBREVIATIONS DESCRIPTION
CS500
D5
CS500
A2
GC501
A3
CS501
C5
CS507
A3
CS500
D4
GC501
C2
CS500
C1
T A
X I W
TAXIWAY M
T A
X I W
TAXIWAY F
TAXIWAY D
TAXIWAY E
T A
X I W
A
X
I
W
T
A
X
I
W
TAXIWAY D
P
A
T
R
O
D E
V A
V E
PATROL RD
D E
W E
Y
D
R
T
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US Army Corps of Engineers
Tulsa District
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SCALE N.T.S.
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VICINITY MAP
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I-40/US-270
FIRE DEPARTMENT
0 2000'1000'
HWY 77/US-35
BASE BID
PERSONNEL/VEHICLE
ENTRY GATE
BASE BID
TRUCK/MATERIAL
ENTRY GATE
BID OPTION
CONTRACTOR
ACCESS GATE
AND CONSTRUCTION BRIDGE
FIRE STATION
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PROJECT TAXIWAY (NIC)
HANGAR &
MECHANICAL BLDG.
PROJECT LIMITS
SEE PLAN SHEETS
INFRASTRUCTURE
PROJECT APRON (NIC)
INFRASTRUCTURE
ROAD (NIC)
PATROL RD
HERCULES/MERCURY RD.
MAINTENANCE HANGAR WORK SCOPE SUMMARY:
HANGAR SCOPE GENERALLY INCLUDES CONSTRUCTION OF DUAL BAY HANGAR FACILITY, MECHANICAL
BUILDING, AND GENERAL SITE SUPPORT INFRASTRUCTURE. CIVIL/SITE COMPONENTS GENERALLY
INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
FINISH GRADING AT HANGAR AND MECHANICAL BUILDING FACILITY.
UTILITY TIE-INS ASSOCIATED WITH HANGAR AND MECHANICAL BUILDING.
BUILDINGS AND STRUCTURES WITHIN PROJECT LIMITS.
TEMPORARY EROSION AND SEDIMENT CONTROL FOR DURATION OF PROJECT.
HANGAR AND MECHANICAL BUILDING CONTRACTOR TO INSTALL UTILITIES FROM THE BUILDING
EXTERIOR WALL OUT TO THE FIRST MANHOLE, VALVE, OR FITTING AS INDICATED ON THE DRAWINGS.
UTILITIES INDICATED BY (INFRA) ARE BY THE INFRASTRUCTURE CONTRACTOR. ITEMS INDICATED BY
(HGR) ARE BY THE HANGAR AND MECHANICAL BUILDING CONTRACTOR. ALL UTILITIES INSIDE THE
BUILDING FOOTPRINT ARE BY THE HANGAR/MECHANICAL BUILDING CONTRACTOR. SEE UTILITY PLANS
AND PROFILES FOR ADDITIONAL INFORMATION.
PLACEMENT OF AIRFIELD APRON PAVEMENT MUST BE COORDINATED WITH THE HANGAR &
MECHANICAL BUILDING CONTRACTOR. APRON PAVEMENT SPACE IS REQUIRED TO ALLOW HANGAR
BUILDING CONTRACTOR ACCESS FOR LARGE EQUIPMENT AND MATERIAL DELIVERIES. SEE SITE PLANS.
INFRASTRUCTURE CONTRACTOR TO ESTABLISH INITIAL EROSION CONTROL MEASURES. ANY DAMAGE
TO THESE ELEMENTS BY THE HANGAR CONTRACTOR SHALL BE REPAIRED IMMEDIATELY. ANY
ADDITIONAL EROSION CONTROL ELEMENTS REQUIRED BY THE HANGAR CONTRACTOR WORK SHALL BE
INSTALLED AND MAINTAINED BY THE HANGAR CONTRACTOR. SEE GRADING PLANS.
INFRASTRUCTURE CONTRACTOR TO PREPARE THE SITE TO ELEVATION 3 FEET BELOW INDICATED
FINAL GRADE AND INSTALL WEEP HOLES AND SILT FENCE AROUND ALL DRAINAGE STRUCTURES TO
PROVIDE DRAINAGE PRIOR TO FINAL GRADING AND PAVEMENT. HANGAR CONTRACTOR TO LIME
MODIFY SUBGRADE, GCA BASE, CONCRETE, ASPHALT AND BUILDING SLABS. SEE NOTES ON HANGAR
GRADING DRAWINGS, PAVEMENT SECTIONS D1 AND D2 AS WELL AS SITE CONCRETE PAVEMENT
SECTION D5 ON CS500 FOR ADDITIONAL NOTES.
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
ITEM NOT IN CONTRACT (NIC)
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US Army Corps of Engineers
Tulsa District
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GENERAL NOTES:
1. TINKER AFB BASE CIVIL ENGINEERING FORM AF-103 DIG PERMIT SHALL BE
OBTAINED FROM THE 72ND AIR BASE WING CE OFFICE FOR APPROVAL
SIGNATURES. THIS MAY TAKE APPROXIMATELY 3 WEEKS OR MORE TO
COMPLETE. UPON COMPLETION CONTRACTOR SHALL CALL OKIE ONE-CALL
FOR UTILITY LOCATE SERVICES AT 1-800-522-6543.
2. CONTRACTOR IS REQUIRED TO FILE FAA FORM 7460 IN REFERENCE TO THE
CONTRACTOR'S SITE CONSTRUCTION EQUIPMENT. MAXIMUM EQUIPMENT
HEIGHT IS 150-FEET. CONTRACTOR SHALL COORDINATE WITH TINKER BASE
CE OFFICE FOR ANY TEMPORARY AIRFIELD WAIVERS. REQUEST LOCAL
AIRFIELD CONSTRUCTION WAIVERS FROM 72 ABW/CENP COMMUNITY
PLANNING (72ABW.CEAO.COMMUNITY@US.AF.MIL) AT LEAST 45-60 DAYS
PRIOR TO CONSTRUCTION ACTIVITY START DATE. LOCAL AIRFIELD
CONSTRUCTION WAIVERS WILL BE APPROVED AFTER THE CONTRACTOR
HAS RECEIVED FAA APPROVAL/DETERMINATION.
3. CONTRACTOR SHALL COMPLETE THE STORMWATER POLLUTION
PREVENTION PLAN (SWPPP) REFER TO THE SPECIFICATIONS FOR DETAILS
ON STORMWATER POLLUTION PREVENTION MEASURES FOR THIS PROJECT.
CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL ODEQ
REQUIREMENTS FOR EROSION CONTROL.
4. THE STABILIZED CONSTRUCTION ACCESS ROAD LOCATION, AS SHOWN ON
GC005 AND GC006, SHALL BE INSTALLED BY THE CONTRACTO AND
COORDINATED AND APPROVED BY THE CONTRACTING OFFICER.
5. CONTRACTOR SHALL STOP WORK IMMEDIATELY AND CONTACT THE
CONTRACTING OFFICER IF A UTILITY LINE IS DISTURBED.
6. CONTRACTORS SHALL KEEP ALL ROADS AND STREETS CLEAN OF
CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES. CONTRACTOR SHALL
PROVIDE EQUIPMENT AND PERSONNEL TO CLEAN ANY STREETS AS
REQUESTED BY THE CONTRACTING OFFICER. CONTRACTOR IS
RESPONSIBLE FOR ALL REPAIRS TO STREETS, PARKING AREAS, AND BASE
OR GOVERNMENT PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION
ACTIVITIES. CONTRACTOR SHALL PROVIDE PHOTOGRAPHS AND/OR VIDEO
RECORDING OF THE EXISTING STATE FOR THE PROJECT LIMITS. ACCESS
POINTS, HAUL ROUTES, LAYDOWN AREA AND ANY OTHER AREAS
DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE
CONTRACTING OFFICER. CONTRACTOR SHALL COORDINATE WITH THE
CONTRACTING OFFICER FOR A PRECONSTRUCTION VIDEO DETAILING THE
EXISTING CONDITION OF ACCESS POINTS, HAUL ROUTES, AND LAYDOWN
AREAS TO BE PERFORMED.
7. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED
PERSONNEL OF STATE, LOCAL, AND GOVERNMENT REGULATORY
AGENCIES AND THE CONTRACTING OFFICER.
8. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS, STATE, LOCAL, AND GOVERNMENT CODES, ORDINANCES,
AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY
BETWEEN REQUIREMENTS, CONTRACTOR SHALL INCORPORATE
WHICHEVER IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH
REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE
TO THE CONTRACTING OFFICER IN WRITING. THE DECISION OF THE
CONTRACTING OFFICER SHALL BE CONSIDERED FINAL.
9. INSTALL A TEMPORARY CHAIN-LINK FENCE AROUND THE CONSTRUCTION
STAGING AREA AND LAYDOWN AREAS AS NEEDED FOR SECURITY OF
EQUIPMENT AND MATERIALS AS DIRECTED BY CONTRACTING OFFICER.
LIMITS OF FENCE SHALL BE A COMBINATION OF NEW AND EXISTING
FENCES.
10. COORDINATE THE DISCONNECTION OF UTILITIES THROUGH THE
CONTRACTING OFFICER. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN
BASE APPROVAL IS RECEIVED. ALL EXISTING UTILITIES ARE TO BE
TERMINATED AT THEIR POINT OF CONNECTION TO THE MAINS. WHERE
CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON
THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE
PROPOSED CONNECTIONS TO VERIFY THE LOCATIONS AND DEPTHS PRIOR
TO EXCAVATION FOR THE NEW LINES.
11. THE CONTRACTOR SHALL EXPOSE, VERIFY AND BACKFILL ALL EXISTING
UNDERGROUND UTILITIES AND STRUCTURES AT UTILITY CROSSINGS PRIOR
TO EXCAVATION OF PIPELINE TRENCH. UTILITY CROSSINGS AT A DEPTH
GREATER THAN 12-INCHES BELOW TRENCH BOTTOM DO NOT NEED TO BE
EXPOSED. UTILITY ALIGNMENT AND GRADE MAY BE CHANGED IF THERE
ARE CONFLICTS WITH ANY EXISTING UNDERGROUND UTILITIES AND
STRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT. COORDINATE
WITH THE CONTRACTING OFFICER AND DESIGN ENGINEER.
12. FACILITIES IN THE UTILITY CORRIDOR SHALL BE RESTORED UPON
COMPLETION OF CONSTRUCTION. SCREEN WALLS, FENCES, RETENTION
WALLS, VEGETATION, AND OTHER LANDSCAPING SHALL BE REPLACED IN
LIKE KIND TO THE ORIGINAL FEATURES AND TO THE APPROVAL OF THE
CONTRACTING OFFICER. COORDINATE WITH CONTRACTING OFFICER AND
DESIGN ENGINEER.
13. INFRASTRUCTURE CONTRACTOR IS RESPONSIBLE FOR MOWING AND
MAINTAINING ALL AREAS WITHIN THE PROJECT LIMITS FROM
NOTICE-TO-PROCEED DATE THROUGH THE DURATION OF THE PROJECT.
EXCEPT WORK AREAS OR STAGING AREAS FOR OTHER CONTRACTORS,
COORDINATE WITH CONTRACTING OFFICER. MOW TO A MAXIMUM AVERAGE
HEIGHT OF 3-INCHES FOR SPRING/SUMMER MAINTENANCE AND 6-INCHES
FOR FALL/WINTER MAINTENANCE. SEE MOWING AREA LIMITS ON GC005
AND GC006.
14. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND
ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION
AND STORM WATER RUNOFF, IN ACCORDANCE WITH ALL FEDERAL, STATE,
AND LOCAL REGULATIONS.
RECORD DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL
TIMES THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION
RECORD DRAWINGS IN CADD AND GIS FORMAT, SHALL BE SUBMITTED TO
THE CONTRACTING OFFICER. AS-BUILTS FOR ALL UTILITY SYSTEMS AND
BUILDING STRUCTURES SHALL BE FIELD SURVEYED AND STAMPED BY A
LICENSED SURVEYOR IN THE STATE OF OKLAHOMA.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE
RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING OFFICER
APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED
ON APPROVED CONSTRUCTION DRAWINGS. THESE REVISIONS SHALL BE
USED TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND
CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE
INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION
DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING
CONSTRUCTION.
ACCESS AND SAFETY NOTES:
1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES,
AND EQUIPMENT IS ILLUSTRATED ON DRAWINGS. ACCESS ROUTES MAY BE
SUBJECT TO CHANGE BASED ON OPERATIONAL REQUIREMENTS ON TINKER
AFB. POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER.
2. THE EXISTING BASE ROAD SPEED LIMITS AND LOAD LIMITS ARE STRICTLY
ENFORCED. ALL CONCRETE TRUCKS SHALL PUT DOWN EXTRA AXLES
WHEN TRAVELING ON TINKER AFB PROPERTY.
3. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED
SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE TEMPORARY
CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND
EMPLOYEES TO THE CONSTRUCTION SITE. CONTRACTOR SHALL PROVIDE
A MINIMUM NOTICE OF 48 HOURS TO THE CONTRACTING OFFICER
REGARDING OVERSIZED OR CONSTRUCTION DELIVERIES TO THE TINKER
AFB TRUCK GATE PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE
SCHEDULED MONDAY - FRIDAY, 0600 TO 1800. CONTRACTOR SHALL
COORDINATE DELIVERIES WITH BASE SECURITY FORCES BY SUBMISSION
OF THE CORRECT ENTRY PASS PAPERWORK VIA THE CONTRACTING
OFFICER.
4. CONTRACTOR'S STAGING AREA AND POV EMPLOYEE PARKING WILL BE
LOCATED AS INDICATED ON SHEET GC005 AND GC006 OR AS DIRECTED BY
THE CONTRACTING OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES
TO STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S STAGING AREA
SHALL BE SUBJECT TO APPROVAL OF CONTRACTING OFFICER'S
REPRESENTATIVE. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE
WITHIN THE PROJECT WORK AREA. SUBMIT PROJECT OFFICE/MATERIAL
STAGING AREA REQUEST TO 72 ABW/CENP COMMUNITY PLANNING
(72ABW.CEAO.COMMUNITY@US.AF.MIL) AT LEAST 30 DAYS PRIOR TO
REQUIRED OCCUPANCY DATE.
5. EXISTING BASE ROADS USED AS HAUL ROADS SHALL BE MAINTAINED SUCH
THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES FROM
THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE
WORK SITE AND FACILITATE GOVERNMENT ACCESS TO THE BASE AT ALL
TIMES. THE HAUL ROAD LOCATIONS SHALL BE AS INDICATED IN SHEET
GC005 AND GC006 AND APPROVED BY THE CONTRACTING OFFICER.
6. CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE
PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL
EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY
VEHICLE'S RESPONSE TIME.
7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM
DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS.
8. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR
DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER
CONDITION OF EXISTING SITE. CONTRACTOR SHALL PROVIDE
PHOTOGRAPHS AND VIDEO RECORDING OF THE EXISTING SITE
CONDITIONS OF THE PROJECT LIMITS.
9. ALL AREAS DISTURBED BY ANY CONSTRUCTION ACTIVITIES INCLUDING
BORROW AREAS, STOCKPILE AREAS, MATERIAL LAYDOWN , EQUIPMENT
PARKING, CONTRACTOR PARKING, EARTHWORK ACTIVITIES, UTILITY
TRENCHING, OVERHEAD UTILITY WORK, ETC SHALL BE RESTORED TO
BETTER THAN EXISTING CONDITIONS. ALL AREAS NOT DESIGNATED FOR
PAVEMENT OR GRAVEL SURFACING SHALL BE COVERED WITH A MINIMUM
4-INCHES OF TOPSOIL, SEEDED, AND IRRIGATED/MAINTAINED FOR A
MINIMUM OF 12 MONTHS OR UNTIL 95% COVERAGE OF GROUND COVER
PER THE SPECIFICATIONS.
10. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY
TINKER AFB SECURITY POLICE WHEN ENTERING THE BASE AND MAY
EXPERIENCE DELAYS. ALL PERSONNEL ENTERING TINKER AFB MUST HAVE
A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES
ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION,
CURRENT/VALID INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR
THE OPERATOR. ALL CONTRACTOR VEHICLES AND PERSONNEL SHALL BE
RESPONSIBLE FOR COORDINATING WITH THE BASE SECURITY OFFICER IN
OBTAINING PROPER SECURITY CLEARANCE AND BADGING PRIOR TO
ENTERING SECURE AREAS.
11. MISCELLANEOUS CONTRACTOR ACCESS PROCEDURES: PERIODIC AIR
FORCE EXERCISES MAY OR MAY NOT IMPACT DAILY ENTRY PROCEDURES
TO WORK AREAS ON TINKER AFB. IN ADDITION, ALL CONTRACTOR
PERSONNEL MAY BE REQUIRED TO LEAVE AN AREA AND REACCOMPLISH
ENTRY PROCEDURES. IN THE EVENT OF AN EMERGENCY THAT REQUIRES
EVACUATION FROM THE AREA, CONTRACTOR SHALL COMPLY WITH THE
INSTRUCTIONS FROM SECURITY FORCES.
12. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET
FACILITIES FOR HIS WORKERS WITHIN THE CONSTRUCTION ZONE.
CONTRACTOR WORKERS SHALL NOT USE GOVERNMENT FACILITIES
UNLESS SPECIFICALLY INDICATED OTHERWISE. LOCATIONS OF FACILITIES
SHALL BE COORDINATED WITH CONTRACTING OFFICER.
13. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, THE CONTRACTOR'S
CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED WITHIN THE
WORK AREA/STAGING AREA.
14. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S
REPRESENTATIVE CONCERNING ANY GOVERNMENT OWNED EQUIPMENT
REQUIRING RELOCATION TO COMPLETE PROJECT.
15. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER,
POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER EMERGENCY SERVICES
OF THE CLOSURE.
COORDINATION AND COMMUNICATION:
1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,
SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL
BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING
HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE
DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO
SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S
REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN
ALTERNATE REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL
PROVIDE NAMES AND CONTACT INFORMATION OF REPRESENTATIVES TO
THE CONTRACTING OFFICER PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT
COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING
OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR
SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.
TRAFFIC CONTROL:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE LIMITS
OF CONSTRUCTION BY USING CHAIN-LINK TEMPORARY CONSTRUCTION
FENCE APPROVED BY THE CONTRACTING OFFICER.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH
COMPANY DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE
CLEARLY VISIBLE. CONTRACTOR SHALL PROVIDE EACH VEHICLE WORKING
INSIDE THE AIRFIELD SECURITY FENCE WITH A FLAG ATTACHED TO THE
VEHICLE WHICH SHOULD BE AT LEAST 3-FOOT SQUARE HAVING
INTERNATIONAL ORANGE AND WHITE CHECKERED PATTERN SO THAT THE
FLAG IS EASILY VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES
TO SOUND AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. CONTRACTOR SHALL PROVIDE A MINIMUM 21 DAY NOTICE TO TINKER AFB
AND THE CONTRACTING OFFICER PRIOR TO ANY REQUESTED ROAD
CLOSURE. THE 21 DAY ADVANCE NOTICE DOES NOT MEAN THE REQUEST
WILL BE AUTOMATICALLY APPROVED. THE 21 DAYS PROVIDES NECESSARY
TIME FOR TINKER BASE CE TO COORDINATE AND VERIFY IF CLOSURE IS
ACCEPTABLE. CONTRACTOR SHALL WORK WITH THE BASE CE AND
CONTRACTING OFFICER TO FINALIZE DATES IF THE BASE HAS CONFLICTS
WITH OTHER ACTIVITIES.
6. CONTRACTOR SHALL ATTEND ANY TINKER AFB VEHICLE OPERATOR OR
FOREIGN OBJECT DEBRIS (FOD) CONTROL TRAINING COURSE.
7. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS
DEPOSITED ONTO THE SITE, ROADS, ETC FROM CONTRACTOR'S
EQUIPMENT OR OPERATIONS. MATERIAL DROPPED WITHIN THESE AREAS
SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER
APPROVED METHODS DURING WORKING HOURS. CONTRACTOR TO
MAINTAIN ONE FULLY OPERATIONAL STREET SWEEPER/VAC TRUCK ON
SITE AT ALL TIMES.
8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT
MOVEMENT RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING
OUTAGE REQUEST WITH TINKER BASE CE OFFICE FOR ANY WORK
BLOCKING TEN OR MORE EXISTING PARKING SPACES.
AIRFIELD OPERATIONS COORDINATION
NOTES (FOR REFERENCE ONLY):
1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS INDICATED IN
FEDERAL AVIATION ADMINISTRATION (FAA) ADVISORY CIRCULAR (AC)
150/5370-2F, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION
(CURRENT EDITION).
2. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA
WITHOUT CLEARANCE FROM BASE AIRFIELD OPERATIONS AND THE
CONTRACTING OFFICER, AND SHALL CONDUCT WORK IN SUCH A MANNER
TO ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS.
CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO BASE
AIRFIELD OPERATIONS FOR ACCESS TO AN AIRCRAFT OPERATIONS AREA.
PEDESTRIAN TRAFFIC AND PRIVATELY OWNED VEHICLES SHALL NOT BE
ALLOWED IN THE AIRCRAFT OPERATIONS AREA. CONSTRUCTION ACTIVITY
AFFECTING AIRCRAFT MOVEMENT AREAS AND AIRFIELD SAFETY
REQUIREMENTS SHALL BE COORDINATED WITH BASE AIRFIELD
OPERATIONS AND THE CONTRACTING OFFICER. NO AIRCRAFT
OPERATIONS AREA SHALL BE CLOSED WITHOUT APPROVAL FROM BASE
OPERATIONS.
3. VEHICLES AND EQUIPMENT SHALL BE IDENTIFIED BY AN APPROPRIATELY
SIZED FLASHING OR STEADY BURNING AMBER BEACON MOUNTED ON THE
UPPER MOST PART OF THE VEHICLE OR EQUIPMENT SUCH THAT IT IS
CONSPICUOUS FROM ANY DIRECTION INCLUDING FROM THE AIR. IF A
VEHICLE OR PIECE OF EQUIPMENT IS NOT FURNISHED WITH SUCH A
BEACON, IT MUST BE ESCORTED AT ALL TIMES INTO THE AIRCRAFT
OPERATIONS AREA BY A PROPERLY LIT VEHICLE.
4. NOTICES TO AIRMEN (NOTAMS) SHALL BE ISSUED IN ACCORDANCE WITH
AC 150/5370-2F OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION, AND AC 150/5200-28D NOTICES TO AIRMEN FOR AIRPORT
OPERATORS. ALL NOTAMS SHALL BE COORDINATED WITH BASE AIRFIELD
OPERATIONS AND THE CONTRACTING OFFICER. THE NOTAM INFORMATION
SHALL INCLUDE PORTIONS OF THE AIRFIELD THAT ARE CLOSED OR
DISPLACED, THE DATE AND TIME OF THE BEGINNING AND ENDING OF
WORK, AND THE DURATION OF THE WORK.
5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 21 DAYS TO BASE
AIRFIELD OPERATIONS REGARDING THE NEED FOR NOTICES TO AIRMEN
(NOTAMS). CONTRACTOR SHALL NOT COMMENCE WORK ACTIVITIES ON
AIRFIELD AREAS UNTIL APPROPRIATE NOTAMS HAVE BEEN ISSUED TO
IDENTIFY WORK ACTIVITIES.
6. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL NAVIGATIONAL AID
(NAVAID) EQUIPMENT AND ALL ASSOCIATED STRUCTURES AND UTILITIES.
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF
CONSTRUCTION ACTIVITY DISRUPTS NAVAID EQUIPMENT. THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED NAVAID
EQUIPMENT WITH QUALIFIED TRADESMEN TO THE SATISFACTION OF THE
CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE
GOVERNMENT.
7. APRON CLEARANCE AREAS SHALL BE MARKED IN THE FIELD BY THE
CONTRACTOR, WITH APPROVAL FROM THE CONTRACTING OFFICER, TO
SERVE AS AN AID TO KEEP EQUIPMENT AND PERSONNEL FROM
INADVERTENTLY ENTERING THESE AREAS. CONTRACTOR SHALL REFER TO
UFC 3-260-01 AND AFI 32-1042.
8. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE
TO AIRCRAFT SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT OPERATION
AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY DEBRIS
CARRIED ONTO AIRFIELD FROM CONTRACTOR'S EQUIPMENT OR
OPERATIONS TO PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL
DROPPED WITHIN THESE AREAS SHALL BE CONTINUOUSLY REMOVED BY
APPROVED METHODS DURING WORKING HOURS. STOCKPILED MATERIAL
SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT
RESULTING FROM AIRCRAFT PROPWASH OR JET BLAST. CONTRACTOR
SHALL HAVE A FULLY OPERATIONAL VACUUM TRUCK ON SITE AT ALL TIMES
TO CLEAN ADJACENT AIRFIELD PAVEMENTS ON A DAILY BASIS AND AS
REQUIRED BY THE CONTRACTING OFFICER AND AIRFIELD OPERATIONS.
9. ANY DAMAGE TO EXISTING AIRFIELD LIGHTING, AIRCRAFT NAVIGATIONAL
AIDS (NAVAIDS), OR AIRFIELD PAVEMENTS-TO-REMAIN DUE TO
CONSTRUCTION SHALL BE COMMUNICATED TO THE CONTRACTING
OFFICER AND SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO
THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL
COST TO THE GOVERNMENT.
TEMPORARY CONSTRUCTION CRANE
AND STOCKPILE HEIGHT:
1. TEMPORARY OBSTRUCTIONS, SUCH AS CRANES, MUST BE MARKED AND
LIGHTED IN ACCORDANCE WITH FAA AC 70/7460. ALL HAZARDOUS AREAS
(SUCH AS EXCAVATIONS OR STOCKPILED MATERIALS) ON THE AIRFIELD
MUST BE DELINEATED WITH LIGHTED BARRICADES ON ALL EXPOSED
(VISIBLE OR ACCESSIBLE) SIDES. CONTRACTOR SHALL PROVIDE ALL
NECESSARY INFORMATION TO THE BASE CE FOR CONSTRUCTION CRANES,
EQUIPMENT, AND RELATED EQUIPMENT, AND RELATED ACTIVITIES. ALL
FORMS SHALL BE APPROVED PRIOR TO USING OR BRINGING EQUIPMENT
ON SITE. BASE CE TO SUBMIT 7460 FORMS TO FAA FOR PERMANENT
BUILDING. CONTRACTOR TO SUBMIT 7460 FORMS TO FAA FOR ALL
TEMPORARY CONSTRUCTION.
2. THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION EQUIPMENT
OPERATING IN AN AIRCRAFT OPERATIONS AREA IS GOVERNED BY FAA AC
150/5370-2F AND AC 150/5300-13A (CURRENT EDITIONS). TEMPORARY
OBSTRUCTIONS, SUCH AS CRANES AND EQUIPMENT LESS THAN 200'-0" IN
HEIGHT REQUIRE ADDITIONAL LOCAL APPROVAL AS WELL AS FAA 7460
APPROVAL. COORDINATE WITH TINKER BASE CE OFFICE FOR LOCAL
OBSTRUCTION APPROVAL. WHEN EQUIPMENT IS EXPECTED TO PENETRATE
THE AIRFIELD APPROACH SURFACES OR WHEN CRANES WILL BE USED
ON-SITE, CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 45 DAYS TO
THE CONTRACTING OFFICER AND BASE AIRFIELD OPERATIONS PRIOR TO
THE START OF CONSTRUCTION TO COORDINATE THE SUBMITTAL OF FAA
FORM 7460 TO THE FAA REGIONAL OFFICE. PERMISSION TO USE CRANES
SHALL BE ISSUED BY BASE AIRFIELD OPERATIONS AND THE CONTRACTING
OFFICER AFTER APPROVAL BY THE FAA.
3. OBSTRUCTION LIGHT FIXTURES SHALL BE AVIATION RED INCANDESCENT
STEADY BURNING FAA AC 150/5345-43, TYPE L-810. AIR FORCE POLICY DOES
NOT ALLOW USE OF LED FIXTURES FOR OBSTRUCTION LIGHTING.
4. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE
BOOMS OR ARMS LOWERED TO THEIR LOWEST ELEVATION.
5. CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION MATERIALS, SPOILS,
OR DEBRIS IN ANY AREA WHERE SUCH STOCKPILES WOULD PENETRATE
AVIATION SURFACES. A 360 DEGREE RED OBSTRUCTION LIGHT SHALL BE
PLACED AT THE HIGHEST POINT OF THE STOCKPILE. STOCKPILING OF
MATERIAL WITHIN THE AIRFIELD SAFETY AREAS IS PROHIBITED.
EXCAVATION AND TRENCHES:
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF OSHA
REGULATIONS, THE STATE OF OKLAHOMA LAWS CONCERNING
EXCAVATION, AND USACE EM 385-1-1 SAFETY AND HEALTH REQUIREMENT
MANUAL.
2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL
BE PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING
RED LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.
3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 72 HOURS TO THE
CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES AND
AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.
4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND
READY FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE
MATERIAL HAS BEEN PLACED AND WORK APPROVED, BACKFILL AND
COMPACT TRENCHES AS SPECIFIED.
5. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE
REQUIRED.
6. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE BACKFILLED IN
ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
REGULATIONS, AND USACE EM 385-1-1 SAFETY AND HEALTH
REQUIREMENTS MANUAL.
2. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY AND
PRIOR TO LEAVING THE SITE EACH DAY TO REMEDY ANY SAFETY
CONCERNS IMMEDIATELY.
3. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY
TEMPORARY WASTE AREA 10 DAYS OR LESS SHALL BE APPROVED BY THE
CONTRACTING OFFICER AND SHALL BE KEPT IN AN ORDERLY CONDITION.
REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO
THE DIRECTION OF THE CONTRACTING OFFICER.
4. CONTRACTOR SHALL COORDINATE THE RELOCATION AND SALVAGE OF
ANY GOVERNMENT OWNED EQUIPMENT WITH THE CONTRACTING OFFICER.
5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO
CONTROL/PREVENT DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A
LIMIT ACCEPTABLE TO BASE OPERATIONS. THE CONTRACTOR SHALL
CONTROL/PREVENT BLOWING DUST ON THE PROJECT SITE FROM ANY
HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.
6. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM
CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY
DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL
REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM THE
PROJECT PROPERTY. IF HAZARDOUS MATERIALS ARE ENCOUNTERED OR
UNCOVERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.
7. FAILURE TO COMPLY WITH BASE OPERATIONS AND THE CONTRACTING
OFFICER SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION OF
CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE
ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE
CONTRACTING OFFICER.
8. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN
OR BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK
AREA AND SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE
REMAINDER OF THE PROJECT.
9. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH
TINKER AFB SECURITY FOR APPROVAL OF LOCATIONS, HEIGHT, AND
DIRECTION.
SECURITY REQUIREMENTS NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND
PROCEDURES OF “IAW AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR
FORCE INSTALLATIONS”, IN ACCORDANCE WITH THE SITE ACCESS AS
INDICATED ON GC005 BASE BID OR GC006 BID OPTION CONSTRUCTION
ACCESS. BID OPTION CONSTRUCTION ACCESS ALLOWS FOR MOST
PROJECT WORK TO BE COMPLETED OUTSIDE THE TINKER SECURITY
PERIMETER IN A CONSTRUCTION ZONE CONTROLLED BY THE
CONTRACTOR. SEE THE SECURITY PERIMETER INDICATED ON GC005 AND
GC006.
2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO
IDENTIFICATION AT ALL TIMES WHILE WORKING INSIDE THE TINKER AFB
SECURE PERIMETER. SEE LIMITS ON GC005 FOR BASE BID AND GC006 FOR
BID OPTION CONSTRUCTION ACCESS.
3. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED
DEFENSE MEASURES THAT MAY BE NECESSARY DURING CONTINGENCY
OPERATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE
INSPECTIONS, IDENTIFICATION CHECKS, ETC.
4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE
NATURE OF THE MILITARY MISSION AT TINKER AFB, STRINGENT SECURITY
PROCEDURES ARE ESTABLISHED TO ENSURE MISSION SUCCESS. PART OF
THE MISSION ASSURANCE PIECE IS TO CONDUCT IDENTITY PROOFING AND
VETTING OF ALL CONTRACTORS WHO ENTER THE INSTALLATION. THE
VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL HISTORY CHECK TO
DETERMINE THE INDIVIDUAL'S FITNESS FOR AUTHORIZATION TO ENTER
THE INSTALLATION. THE PRIMARY CONTRACTOR WILL ENSURE ALL
EMPLOYEES WORKING INSIDE THE TINKER AFB SECURITY PERIMETER
POSSESS PROPER CREDENTIALS ALLOWING THEM TO WORK IN THE
UNITED STATES. EXECUTIVE ORDER 12989 REQUIRES CONTRACTORS TO
USE THE DEPARTMENT OF HOMELAND SECURITY'S E-VERIFY SYSTEM FOR
ALL EMPLOYEES WORKING ON FEDERAL CONTRACTS. SEE PROJECT
SPECIFICATIONS AND TINKER SECURITY OFFICE FOR A FULL LIST OF ALL
REQUIREMENTS.
5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS
AND/OR CREDENTIAL IS ISSUED. SECURITY FORCES PERSONNEL MAY
ALSO CONDUCT RANDOM SCREENING AT ANY TIME. IF DISQUALIFYING
INFORMATION IS FOUND, EMPLOYEES MAY BE DENIED ACCESS TO THE
INSTALLATION AND THE CONTRACTING OFFICER OR CONTRACT
ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF
USC 552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED, THE
INFORMATION CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL
NOT BE EXPRESSED OUTSIDE OF LAW ENFORCEMENT.
6. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL
TINKER AFB FORMS AT LEAST 7 DAYS PRIOR TO, IF THE EMPLOYEE WILL BE
REQUIRED TO DRIVE ON THE INSTALLATION, HE/SHE MUST PRESENT A
VALID DRIVER'S LICENSE, STATE VEHICLE REGISTRATION AND PROOF OF
INSURANCE. FURTHER, THE VEHICLES AND EQUIPMENT MAY BE ESCORTED
DURING EXERCISE OPERATIONS AND MAY BE RENDERED IMMOBILE WHEN
NOT IN OPERATION BY THE REMOVAL OF IGNITION KEYS OR BY OTHER
READILY REVERSIBLE MEANS. CONTRACTOR VEHICLES ARE SUBJECT TO
SEARCH PRIOR TO ENTERING, WHILE TRANSITING AND/OR WHILE EXITING
THE INSTALLATION.
7. IF THE CONTRACT REQUIRES WORK TO BE DONE IN CONTROLLED OR
RESTRICTED AREAS ON THE INSTALLATION, ACCESS TO THOSE AREAS
WILL REQUIRE COORDINATION WITH AND APPROVAL BY ORGANIZATIONS
CONTROLLING THOSE AREAS. MORE DETAILED INFORMATION MAY BE
REQUESTED FROM THE CONTRACTING OFFICER UPON AWARD OF THE
CONTRACT.
8. WORK ADJACENT TO THE ROMEO RAMP SECURITY FENCE, AND TAXIWAY G
INTERSECTION - SEE SITE AND DEMO PLANS. CONTRACTOR SHALL
COORDINATE WITH CONTRACTING OFFICER FOR PROTECTION LEVEL (PL) 3
ASSET PHYSICAL SECURITY AND PROTECTION REQUIREMENTS AS
REQUIRED BY AFI 31-101 “INTEGRATED DEFENSE.” FOR PROTECTION OF PL
3 ASSETS, CONTRACTOR SHALL ESTABLISH A LINE OF DETECTION
ADJACENT TO THE RESTRICTED AREA BOUNDARY OR INDIVIDUAL
RESOURCE BOUNDARY THAT IS CAPABLE OF DETECTING UNAUTHORIZED
PERSONNEL PRIOR TO ENTERING THE RESTRICTED AREA. THE LOCATION
OF THE LINE OF DETECTION MAY DEPEND ON INSTALLATION-UNIQUE
DESIGN FACTORS, COMMANDER'S LEVEL OF RISK ACCEPTANCE, ETC.
CONTRACTOR SAFETY PLAN
SUBMITTALS:
1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND
PROPOSED PROJECT SCHEDULE TO THE CONTRACTING OFFICER FOR
APPROVAL. THE SAFETY PLAN SHALL IDENTIFY THE FOLLOWING ITEMS:
A. PROPOSED ACCESS POINTS, HAUL ROUTES, AND STAGING AREA.
B. TEMPORARY MARKING AND SIGNAGE TO BE USED.
C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL
DEVICES.
D. METHODS BY WHICH THE CONTRACTOR SHALL COMMUNICATE WITH
THE TINKER AFB AND THE CONTRACTING OFFICER.
E. CONSTRUCTION SUPERINTENDENT
F. SITE SAFETY MANAGER
CONTRACTOR PERMITTING
REQUIREMENTS:
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORM WATER PERMIT
FOR LAND DISTURBANCE OF MORE THAN 1 ACRE PRIOR TO
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING
WITH THE CONTRACTING OFFICER TO COMPLETE AND SUBMIT THE STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) TO THE STATE OF
OKLAHOMA FOR APPROVAL.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY
WITH ALL FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS.
THE PERMITTING PROCESS MAY INCLUDE THE SUBMISSION OF THE
FOLLOWING TYPES OF PERMITS:
A. EROSION AND SEDIMENT CONTROL.
B. STORMWATER MANAGEMENT.
C. MONITORING WELLS.
D. SOLID AND HAZARDOUS WASTE.
E. DIGGING.
F. TRAFFIC.
G. WELDING PERMIT FOR ANY WELDING OR CUTTING OPERATIONS CAN
BE OBTAINED AT THE TINKER AFB FIRE STATION.
H. FAA FORM 7460.
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
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NAVY
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FUTURE
NAVY
HANGAR
FUTURE PDM
HANGAR
(NIC)
X
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X
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FY16
HANGAR
(NIC)
X X
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X
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XXXXXXXXXXXXXX
X
X
X X
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X
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X X
X X X X X
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FUTURE
CORROSION
(NIC)
FUTURE PDM
HANGAR
(NIC)
FUTURE PDM
HANGAR
(NIC)
FUTURE PDM
HANGAR
(NIC)
NAVY
HANGARS
X
X
X
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FUTURE
FUEL HANGAR
(NIC)
TWO BAY
HANGAR
PROJECT
FY16
PARKING
(NIC)
X X
X X
X X
X X
X X
X X X X X
X X
X
X X X X X X X X X X X
FUTURE
APRON
FUTURE
APRON
FUTURE
APRON
FUTURE AIRCRAFT
PARKING (NIC)
FUTURE
APRON
FY16
PARKING
(NIC)
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Tulsa District
M A
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0 200' 400'
BID OPTION
CONSTRUCTION
ACCESS ROAD
INFRASTRUCTURE
CONTRACT BASE
PERIMETER ROAD (NIC)
EXISTING FENCE
TO REMAIN
OG&E
NAVY RAMP
S
A
P
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RAMP
SECURITY
FENCE
NO CONSTRUCTION
WITHIN THIS FENCE AREA
R U
N W
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FUTURE STORM
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DETENTION
BASIN
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(DO NOT DISTURB)
FUTURE TEST CELL
FY16
ENGINE RUN
UP AREA (NIC)
INFRASTRUCTURE CONTRACT
FUELING YARD EXPANSION (NIC)
PATROL ROAD
H E
R C
U L E
S
R
D
HERCULES RD.
TAC (9001)
BID OPTION
CONSTRUCTION ACCESS
BRIDGE AND HAUL ROAD
FIRE DEPARTMENT
COE RESIDENT
OFFICES/TRAILER
COMPLEX
MUNITIONS RD.
INFRASTRUCTURE CONTRACT
TAXIWAY "F" (NIC)
TAC (9201)
FUTURE
KITTING (NIC)
EXISTING STORM
WATER BASIN
FUTURE
PARKING
(NIC)
FUTURE
PARKING
(NIC)
FUTURE PARKING
FUTURE PERIMETER ROAD
FUTURE
ENGINE RUN
UP AREAS
(NIC)
FUTURE ROAD
UPGRADES
FUTURE STORM
WATER DETENTION
BASINS
INFRASTRUCTURE
CONTRACT
APRON (NIC)
(NIC)
(NIC)
INFRASTRUCTURE
CONTRACT PARKING (NIC)
INFRASTRUCTURE CONTRACT
BASE PERIMETER ROAD (NIC)
INFRASTRUCTURE
CONTRACT BASE
PERIMETER ROAD
(NIC)
FUTURE ROAD
UPGRADES
CONSTRUCTION ZONE
M U
N I T
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BY OTHERS
MUNITIONS RD. EXT
MIDWEST BLVD.
ENGINE TEST
DR.
EXTENDER DR.
CENTRAL PLANT DR.
EXTENDER DR.
GLOBEMASTER DR.
PROPULSION DR.
CONTRACT SCOPE LEGEND:
HANGAR & MECHANICAL BLDG
FACILITY CONTRACT SCOPE ITEM
HGR:
INFRASTRUCTURE CONTRACT SCOPE
ITEM NOT IN CONTRACT (NIC)
INFR:
A L E
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X
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TAXIWAY F
TAXIWAY E
T
A
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HERCULES RD.HERCULES RD.HERCULES RD.
S
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U
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
NAVY
HANGAR
FUTURE
NAVY
HANGAR
X
X
X X
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X X X X X
X
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FP FP
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X
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X X X X X X X X X X X X X
X
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UTILIZE EXISTING FENCE
AS CONSTRUCTION FENCE
X X
X X
X X
X X
X
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
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A
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C
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US Army Corps of Engineers
Tulsa District
M A
R K
D E
S C
R I P
T I O
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S B
P L
A
L E
P L
T
E
C O
N T
R A
X
C O P Y R I G H T
R N S
M c D O N N E L L
E N G I N E E R I N G
C O M P A N Y
I N C
K C
O
B
P
I N
T E
N A
N C
E
H
A N
G A
R
O K
L A
H O
T
Y
O
K L A
H O
M A
T I N
K E
R
A
R
S
E
W W
YK
GC
5.D W
G
P D
C W
W Y
K
F Y
IF SHEET IS LESS THAN 42 X 30
REDUCED PRINT - USE GRAPHIC SCALE
W
B V
R
GC005
B A
N
S T
R U
C T
I O
N
A
C C
E S
S
A
A
G I N
G
K
W
A R
T A
D
M
U E
T I N
G R
B
A R
U T
H
K
W
A R
T A
BASE BID CONSTRUCTION ACCESS AND STAGING
A1
N
0 200' 400'
INFRASTRUCTURE
CONTRACT BASE
PERIMETER ROAD (INFR)
EXISTING FENCE
TO REMAIN
OG&E
NAVY RAMP
S
A
P
U
L E
V A
R D
ROMEO
RAMP
EXISTING
SECURITY
FENCE
NO CONSTRUCTION
WITHIN THIS FENCE AREA
R U
N W
MECH. BLDG. AS
PART OF HANGAR
PROJECT
OG&E SUBSTATION
(DO NOT DISTURB)
FY16
ENGINE RUN
UP AREA
(NIC)
PATROL RD.
H E
R C
U L E
S
R
D
TAC (9001)
FIRE DEPARTMENT
FY16
HANGAR
(NIC)
NAVY
HANGARS
FY16
PARKING
(NIC)
MUNITIONS RD.
TAXIWAY "F"
TAC 9201
EXISTING
SECURITY
FENCE TO
REMAIN
BASE BID STABILIZED
CONSTRUCTION HAUL ROAD
FOR ALL CONTRACTORS
AND CONSTRUCTION FENCE
(SEE NOTE 7)
HANGAR/MECH. BLDG.
CONTRACTOR
STAGING/LAYDOWN
AREA. SEE NOTE 5.
INFRASTRUCTURE
CONTRACTOR
STAGING/LAYDOWN
AREA. SEE NOTE 5.
FY16 HANGAR
CONTRACTOR
STAGING/LAYDOWN
AREA. (NIC) SEE
NOTE 5.
MATCH
EXISTING
FENCE
NEW AIRFIELD
FENCE (INFR). SEE
PHASING PLANS.
EXISTING FENCE
TO REMAIN
HANGAR
PROJECT
NEW PERMANENT SECURITY
FENCE AND MSE WALL (INFR)
AIRFIELD SECURITY
FENCE 3.00' FROM
THE ROAD EDGE (INFR)
G
E
N
E
R
T
O
30.00' TEMPORARY
CONSTRUCTION
ACCESS GATE FOR
SPECIAL DELIVERIES
(SEE NOTE 4) (INFR)
MUNITIONS ROAD
SEE NOTE 8
GENERAL ACCESS NOTES: THIS SHEET ONLY
1. SEE SHEET GC003 FOR ACCESS AND SAFETY NOTES.
2. CONTRACTOR SHALL MAINTAIN SECURITY CONTROL AT THIS GATE AT
ALL TIMES. GATE SHALL BE CLOSED AND LOCKED AT ALL TIMES WHEN
NO CONSTRUCTION ACTIVITIES ARE OCCURRING. CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING SECURITY WITHIN THEIR
RESPECTIVE CONSTRUCTION AREAS AT ALL TIMES. CONTRACTOR
SHALL DAISY CHAIN THEIR OWN LOCK WITH TINKER AFB SECURITY
FORCES PAD LOCK PRIOR TO CONSTRUCTION.
3. ALL WORK IS CONSIDERED INSIDE TAFB SECURITY FENCE AND
REQUIRES BADGED PERSONNEL AND ALL EQUIPMENT TO BE
PROCESSED THRU TAFB SECURITY GATES.
4. TEMPORARY CONSTRUCTION ACCESS GATE FOR SPECIAL
DELIVERIES WILL BE REMOVED PRIOR TO COMPLETION OF
CONSTRUCTION.
5. EACH CONTRACTOR TO RESTORE THEIR RESPECTIVE DISTURBED
AREAS TO PRE-CONSTRUCTION CONDITIONS UPON COMPLETION OF
SITE WORK. ALL AREAS OF SITE DEMOLITION TO BE SEEDED UNLESS
INDICATED FOR SOME OTHER TYPE OF SURFACING.
6. EACH CONTRACTOR SHALL CONSTRUCT TEMPORARY FENCES
AROUND THEIR SITES AS NEEDED TO MAINTAIN THE SAFETY AND
SECURITY OF THEIR EQUIPMENT, WORK, AND MATERIALS
7. CLEAR ACCESS FOR ALL EQUIPMENT, DELIVERIES, AND PERSONNEL
FOR ADJACENT PROJECT WORK AREAS SHALL BE MAINTAINED
THROUGHOUT CONSTRUCTION ON HAUL ROUTES. STABILIZED
ROCK/ASPHALT CONSTRUCTION HAUL ROAD TO REMAIN AT
CONSTRUCTION COMPLETION.
8. INFRASTRUCTURE CONTRACTOR SHALL COMPLETE NEW BASE
PERIMETER ROAD PRIOR TO CLOSING MUNITIONS ROAD. SEE PHASE
3 AND 4 DRAWINGS GC014 AND GC015.
9. CONTRACTOR POV PARKING SHALL BE WITHIN THE LIMITS OF THE
STAGING AND LAYDOWN AREA CONTRACTOR PARKING SHALL NOT BE
PERMITTED IN ANY OTHER AREA ON SITE.
BASE BID - CONSTRUCTION ACCESS
UTILIZE THE EXISTING POV ENTRY
GATE FOR ALL CONSTRUCTION
WORKERS. ALL ACCESS SHALL
COMPLY WITH TINKER AFB SECURITY
ENTRY REQUIREMENTS.
BASE BID - CONSTRUCTION ACCESS TRUCK
ENTRY/INSPECTION GATE. UTILIZE FOR ALL
CONSTRUCTION EQUIPMENT AND MATERIAL
DELIVERIES. ALL ACCESS SHALL COMPLY WITH
TINKER AFB SECURITY ENTRY REQUIREMENTS.
ROCK BALLAST
STOCKPILE AREA
CONCRETE BATCH PLANT,
CONTRACTOR STAGING AND
LAYDOWN AREA. LEAVE ROCK
BALLAST FOR USE. REMOVE
EQUIPMENT AND CONSTRUCTION
MATERIALS PRIOR TO
COMPLETION OF PROJECT.
EXISTING FENCE (DO NOT
DISTURB) COORDINATE WITH
BASE SECURITY FOR ALL WORK
WITHIN 30.00' OF SECURITY
FENCE
BASE BID
ACCESS
ROAD
CONTRACTOR ACCESS
GATE. SEE NOTE 2.
TOPSOIL
STOCKPILE
AREA
INFRASTRUCTURE
CONTRACT
PARKING LOT (NIC)
HANGAR
LEGEND:
CONTRACTOR STAGING/ LAYDOWN AREA
HAUL ROUTE
POTENTIAL STOCKPILE LOCATION
FUTURE FACILITY (NIC)
COE ACCESS DRIVE ON
TOP…
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