4c-Taxiway A 35% Drawings.pdf
PDF 23 MB Posted
- Solicitation number
- RFP 171 260000002245 4
- Issued by
- Macomb County, Michigan
About this file
Summary
This document is a 35% conceptual design drawing set for the Selfridge Air National Guard Base Runway Encroachment Project #2, prepared by the State of Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division. The project encompasses Task 3 - Taxiway Alpha Extension, issued on October 3, 2025, under Solicitation No. Y24082 and Contract No. 511/23420.JLM. The project work includes construction of Portland Cement Concrete (PCC) or Hot Mix Asphalt (HMA) pavement sections for Taxiway A extension, HMA taxiway shoulders, airfield electrical improvements including taxiway edge lights and signage, miscellaneous utility removals and relocations, grading and drainage improvements, and pavement markings. The overall project is anticipated to occur in three phases over a total construction period of 643 calendar days, with Phase 0 (pre-construction activities) requiring 170 calendar days, Phase 1 requiring 189 calendar days beginning in the spring, a winter shutdown of 113 calendar days, Phase 2 requiring 61 calendar days, and Phase 3 requiring 65 days, followed by 30 calendar days for project closeout. The drawing set contains 66 sheets including title sheets, survey control plans, construction phasing plans, soil boring logs, erosion control plans, demolition plans, grading and drainage plans, pavement details, cross sections, and airfield electrical details.
The contractor must comply with extensive airfield operations requirements including coordination with the control tower, maintenance of ARFF and emergency vehicle access to Runway 01/19 throughout the project, and implementation of Foreign Object Debris (FOD) management procedures. Construction staging areas and haul routes are provided by the government, with access available through designated north or south gates requiring base badging and driver training completion. The contractor is responsible for all disposal of waste materials at off-site locations, obtaining all permits including FAA Form 7460-1 Notice of Proposed Construction, and providing trained gate guards and traffic control personnel. All barricading, signage, temporary lighting, and safety equipment are contractor-furnished and must comply with specified standards. The document establishes three construction phases with varying restrictions on proximity to active runways and taxiways, ranging from 200-foot minimum distances in Phase 1 to work within 200 feet of runway centerlines in Phase 3 with optional temporary runway threshold displacement. Weather considerations include winter shutdown periods, and all work within the airfield operations area requires continuous base escort.
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Text version
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SB# 12
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SELFRIDGE ANG BASE - RUNWAY ENCROACHMENT
PROJECT #2 - AIRFIELD IMPROVEMENTS
TASK 3 - TAXIWAY ALPHA EXTENSION
CONCEPTUAL DESIGN (35%) A-2 (DTMB PHASE 300)
511/23420.JLM
Y 24082
OCTOBER 3, 2025
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SHEET OF 66
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RUNWAY 01-19
TAXIWAY B
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PROJECT
LOCATION
FILE NO.:
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GI001
LOCATION MAP
CALL BEFORE YOU DIG
10000 200000
VICINITY MAP
CASS
GENESEE
BAY
GRATIOT
SHIAWASSEE
SAGINAW
SANILAC
ST. CLAIR
LAPEER
MACOMBOAKLAND
WASHTENAW
63 50
LIVINGSTON
MONTMORENCY
CHEBOYGANEMMET
PRESQUE ISLE
CHARLEVOIX ALPENAOTSEGO
ANTRIM
CHIPPEWAMACKINAC
LUCE
SCHOOLCRAFT
ALGER
DELTA
MARQUETTE
DICKINSON
IRON
M
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IN
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BARAGA
HOUGHTON
KEWEENAW
LEELANAU
BENZIE GRAND
TRAVERSE
KALKASKA CRAWFORD OSCODA ALCONA
ROSCOMMON OGEMAWMISSAUKEE IOSCOWEXFORDMANISTEE
LAKEMASON OSCEOLA CLARE GLADWIN
HURON
TUSCOLA
WAYNE
53 43 67 18
578351
26 6
72 65 35
1682040
5 69 60 4
MIDLANDISABELLAMECOSTANEWAYGOOCEANA
MUSKEGON
OTTAWA
KENT
MONTCALM
CLINTONIONIA
INGHAMEATONBARRY
CALHOUN
BRANCH HILLSDALE LENAWEE
KALAMAZOOVAN BUREN
ALLEGAN
78 12 30 46
80 39 13
83 23
5637546264
BERRIEN
11 14
ARENAC
MONROEST. JOSEPH
JACKSON
ONTONAGON
GOGEBIC
COUNTY MAP
NOT TO SCALE
NOT TO SCALE
PROJECT
LOCATION
I.S.H. 94
JEFFERSON AVE.
W
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P R
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A H
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PROJECT
LOCATION,
MACOMB
COUNTY
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GI002
SHEET LIST TABLE
DWG. NO. SHEET NO. SHEET TITLE
1 GI001 TITLE SHEET
2 GI002 INDEX SHEET
3 GI004 ABBREVIATIONS
4 GC113 PROJECT LAYOUT PLAN - OVERALL LAYOUT
5 GC121 SURVEY CONTROL PLAN
6 GC122 SURVEY CONTROL ALIGNMENTS
7 GC141 STAGING AREA AND HAUL ROUTE PLAN
8 GC142 CONSTRUCTION PHASING PLAN - OVERVIEW
9 GC143 CONSTRUCTION PHASING PLAN - PHASE 1 (TAXIWAY A)
10 GC144 CONSTRUCTION PHASING PLAN - PHASE 2 (TAXIWAY A)
11 GC145 CONSTRUCTION PHASING PLAN - PHASE 3 (TAXIWAY A)
12 GC151 CONSTRUCTION OPERATIONS AND PHASING PLAN - GENERAL NOTES
13 GC152 CONSTRUCTION OPERATIONS AND PHASING PLAN - GENERAL NOTES
14 GC153 CONSTRUCTION OPERATIONS AND PHASING PLAN - DETAILS
15 BB101 PLAN AND LOG OF SOIL BORINGS
16 BB102 PLAN AND LOG OF SOIL BORINGS
17 BB103 PLAN AND LOG OF SOIL BORINGS
18 CS121 EXISTING CONTOURS AND UTILITIES PLAN
19 CS122 EXISTING CONTOURS AND UTILITIES PLAN
20 CS123 EXISTING CONTOURS AND UTILITIES PLAN
21 CG101 EROSION CONTROL PLAN
22 CG102 EROSION CONTROL PLAN
23 CG103 EROSION CONTROL PLAN
24 CG201 EROSION CONTROL WETLAND PLAN
25 CG501 EROSION CONTROL DETAILS
26 CG502 EROSION CONTROL DETAILS
27 CD101 DEMOLITION PLAN
28 CD102 DEMOLITION PLAN
29 CD103 DEMOLITION PLAN
30 CP301 EXISTING TYPICAL SECTIONS
31 CP302 PROPOSED TYPICAL SECTIONS
32 CP501 PAVING DETAILS
33 CP502 PAVING DETAILS
34 CS141 GEOMETRICS PLAN
35 CS142 GEOMETRICS PLAN
36 CS143 GEOMETRICS PLAN
37 CS144 GEOMETRICS PLAN
38 CG111 GRADING AND DRAINAGE PLAN
39 CG112 GRADING AND DRAINAGE PLAN
40 CG113 GRADING AND DRAINAGE PLAN
41 CG121 PLAN AND PROFILE - TAXIWAY A
42 CG122 PLAN AND PROFILE - TAXIWAY A
43 CG123 PLAN AND PROFILE - TAXIWAY A
44 UP501 DRAINAGE DETAILS
45 UP502 DRAINAGE DETAILS
46 CM401 PAVEMENT MARKING PLAN
47 CM402 PAVEMENT MARKING PLAN
48 CM403 PAVEMENT MARKING PLAN
49 CM501 PAVEMENT MARKING DETAILS
50 CX301 CROSS SECTIONS - TAXIWAY A
51 CX302 CROSS SECTIONS - TAXIWAY A
52 CX303 CROSS SECTIONS - TAXIWAY A
53 CX304 CROSS SECTIONS - TAXIWAY A
54 CX305 CROSS SECTIONS - TAXIWAY A
55 CX306 CROSS SECTIONS - TAXIWAY A
56 CX307 CROSS SECTIONS - TAXIWAY A
57 CX308 CROSS SECTIONS - TAXIWAY A
58 CX309 CROSS SECTIONS - TAXIWAY A
59 CX310 CROSS SECTIONS - TAXIWAY A
60 CX311 CROSS SECTIONS - TAXIWAY A
61 CX312 CROSS SECTIONS - TAXIWAY A
62 EA501 AIRFIELD ELECTRICAL DETAILS
63 EA502 AIRFIELD ELECTRICAL DETAILS
64 EA503 AIRFIELD ELECTRICAL DETAILS
65 EA504 AIRFIELD ELECTRICAL DETAILS
66 EA505 AIRFIELD ELECTRICAL DETAILS
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GI004
ABBREVIATIONS
L ANGLE
A/C AIR CONDITIONING
ABC AGGREGATE BASE COURSE
AB ANCHOR BOLT
ABV ABOVE
AC ALTERNATING CURRENT
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ACR ACRYLIC PLASTIC
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACSR ALUMINUM CABLE STEEL REINFORCED
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJACENT, ADJOINING, ADJUSTABLE
ADO AUTOMATIC DOOR OPERATOR
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHR ANCHOR
AHU AIR HANDLING UNIT
AI AREA INLET
AIC AMPERE INTERRUPTING CAPACITY
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
A.L. ACTIVE LEAF
ALT ALTERNATE
ALUM ALUMINUM
AMB AMBIENT
AMP AMPERE
ANOD ANODIZE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ARCH ARCHITECT
ARI AMERICAN REFRIGERATION INSTITUTE
ASB ASBESTOS
ASC ABOVE SUSPENDED CEILING
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
AUTO AUTOMATIC
AVG AVERAGE
AWG AMERICAN WIRE GAUGE
AWT ACOUSTICAL WALL TREATMENT
BB BULLETIN BOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BEJ BRICK EXPANSION JOINT
BEV BEVEL
BITUM BITUMINOUS
BJT BED JOINT
BL BUILDING LINE
BLDG BUILDING
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BP BACK PLASTER(ED)
BRCG BRACING
BRDG BRIDGING
BRG BEARING
BRG PL BEARING PLATE
BRK BRICK
BRKT BRACKET
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR
BTWN BETWEEN
BUR BUILT-UP ROOFING
BW BOTH WAYS
CAB CABINET
CAP CAPACITY
CB CATCH BASIN
CCT CUBICLE CURTAIN TRACK
CCTV CLOSED CIRCUIT TELEVISION
CE COVER ELEVATION
CEM CEMENT
CEM PLAS CEMENT PLASTER
CER CERAMIC
CFI CONDUCTIVE FLOORING
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH BD CHALKBOARD
CHFR CHAMFER
CHIM CHIMNEY
CHK CHECK
CHR PL CHROME PLATED
CI CAST IRON
CI CURB INLET
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CKT CIRCUIT
CKT BRKR CIRCUIT BREAKER
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLGL CLEAR GLASS
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLOS CLOSURE
CLR CLEAR(ANCE)
CLWG CLEAR WIRED GLASS
cm CENTIMETER(S)
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNL CONDUCTIVE NEOPRENE LATEX
CNR CORNER
CNTR COUNTER
COA COURSE OF ACTION
CO CONTRACTING OFFICER
COR CONTRACTING OFFICER REPRESENTATIVE
CO2 CARBON DIOXIDE
COL COLUMN
COM COMMON
COMB COMBUSTION
COMPT COMPARTMENT
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
CORR CORRIDOR
COV COVER
CPRS COMPRESSIBLE
CPT CARPET
CRCMF CIRCUMFERENCE
CRES CORROSIVE RESISTANT STEEL
CRG CROSS GRAIN
CRS COURSE(S)
CS CAST STONE
CSK COUNTERSUNK
CSMT CASEMENT
CT CERAMIC TILE
CT CURRENT TRANSFORMER
C TO C CENTER TO CENTER
CTR CENTER
CU CONDENSING UNIT
Cu COPPER
CU FT CUBIC FEET
CUH CABINET UNIT HEATER
CU YD CUBIC YARDS
CV CEILING VENT
CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET
TYPE)
CW COLD WATER
CYL CYLINDER
d PENNY (AS IN NAIL - 10D)
DAT DATUM
DB DRY BULB
DBL DOUBLE
DBL ACT DR DOUBLE ACTING DOOR
DCJ DOWELED CONTROL JOINT
DCJT DUMMY CONTROL JOINT
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DH DOUBLE HUNG
DH DUCT HEATER
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISC DISCONNECT
DISP DISPENSER
DISTR PNL DISTRIBUTION PANEL
DIV DIVISION
DL DEAD LOAD
DMPF DAMPPROOFING
DMPR DAMPER
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DR DRAIN
DRB DRAINBOARD
DR CL DOOR CLOSER
DS DOUBLE STRENGTH (GLASS)
DS DOWNSPOUT
DT DRAIN TILE
DTMB DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET
DVTL DOVETAIL
DWG DRAWING
DWLS DOWELS
DWR DRAWER
DWTR DUMBWAITER
DX DIRECT EXPANSION
E EAST
EA EACH
EAT ENTERING AIR TEMPERATURE
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION - GRADE OR BUILDING
ELEC ELECTRIC
EM EXPANDED METAL
EMD ESTIMATED MAXIMUM DEMAND
EMER EMERGENCY
ENCL ENCLOSE(URE)
ENTR ENTRANCE, ENTERING
EP ELECTRICAL PANELBOARD
EPRF EXPLOSION PROOF
EPY EPOXY COATING
EQ EQUAL
EQUIP EQUIPMENT
ESCAL ESCALATOR
EST ESTIMATE(D)
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXC EXCAVATE
EXH EXHAUST
EXH A EXHAUST AIR
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXP BT EXPANSION BOLT
EXT EXTERIOR
F FAHRENHEIT
FA FIRE ALARM
FA FRESH AIR
FAC FIRE APPARATUS CLOSET
FAI FRESH AIR INTAKE
F BRK FIRE BRICK
FC FOOT CANDLE
FC BRK FACE BRICK
FCG FACING
FCJ FLOOR CONSTRUCTION JOINT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDMPR FIRE DAMPER
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
FGL FIBERGLASS
FH FIRE HYDRANT
FH FLAT HEAD
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHR FIRE HOSE RACK
FHS FIRE HOSE STATION
FHWS FLAT HEAD WOOD SCREW
FIG FIGURE
FIN FINISH
FIN FLR FINISH FLOOR
FIXT FIXTURE
FJT FLUSH JOINT
FLASH FLASHING
FLR FLOOR
FLEX FLEXIBLE
FLG FLOORING
FLR PL FLOOR PLATE
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FP FIRE PARTITION
FP FIREPROOF
FPM FEET PER MINUTE
FR FIRE RESISTANT
FR FRAME
FRG FORGED
FRMG FRAMING
FRT FIRE-RETARDANT
FS FULL SIZE
FSTNR FASTEN(ER)
FT FEET
FTG FOOTING
FURG FURRING
FUT FUTURE
FW FIRE WATER
FWC FABRIC WALL COVERING
G NATURAL GAS
GA GAGE
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GB GRAB BAR
GC GENERAL CONTRACTOR
GCABC GRADED CRUSHED AGGREGATE BASE COURSE
GEN GENERAL
GF GROUND FACE
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFE GOVERNMENT-FURNISHED EQUIPMENT
GFE/CI GOVERNMENT-FURNISHED EQUIPMENT
CONTRACTOR INSTALLED
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GKT GASKET(ED)
GL GLASS
GL BLK GLASS BLOCK
GLF GLASS FIBER
GLZ GLAZING
GLZ CMU GLAZED CONCRETE MASONRY UNITS
G GROUND
GOVT GOVERNMENT
GPM GALLONS PER MINUTE
GPT GYPSUM TILE
GRAN GRANITE
GR LN GRADE LINE
GRTG GRATING
GST GLAZED STRUCTURAL TILE
GT GROUT
GWT GLAZED WALL TILE
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
HB HOSE BIBB
HC HOLLOW CORE
HCD HALON CONTAINMENT DAMPER
HCP HANDICAPPED
HD HEAD
HD HEAVY DUTY
HDBD HARDBOARD
HD JT HEAD JOINT
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HES HIGH EARLY-STRENGTH CEMENT
HEX HEXAGON
HH HANDHOLE
HK HOOK(S)
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HP HIGH PRESSURE
HP HORSEPOWER
HPT HIGH POINT
HR HOUR
HS HIGH STRENGTH
HSGYP HIGH-STRENGTH GYPSUM PLASTER
HSKPG HOUSEKEEPING
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HYDR HYDRAULIC
Hz HERTZ
IC INTERCOM
ID INSIDE DIAMETER
IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH
AMERICA
ILK INTERLOCK
IN INCH
INCIN INCINERATOR
INCL INCLUDED
INSF INSULATING FILL
INSUL INSULATION
INT INTERIOR
INTM INTERMEDIATE
INV INVERT
IP IRON PIPE
IPS IRON PIPE SIZE
I.P.S. INSIDE PIPE SIZE
JAN CLO JANITOR’S CLOSET
J-BOX JUNCTION BOX
JCT JUNCTION
JST JOIST
JT JOINT
KIP KILOPOUND (1000 POUNDS)
KIT KITCHEN
KOP KNOCKOUT PANEL
KPL KICKPLATE
kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT
KWY KEYWAY
LAB LABORATORY
LAD LADDER
LAM LAMINATE
LAT LEAVING AIR TEMPERATURE
LAU LAUNDRY
LAV LAVATORY
LB LAG BOLT
LB POUND
LBL LABEL
LBR LUMBER
LC LIGHT CONTROL
LD LOAD
LDG LOADING
LG LENGTH
LH LEFT HAND(ED)
LIN LINEAR
LKR LOCKER
LL LIVE LOAD
LLD LEAD-LINED DOOR
LM LUMEN
LMST LIMESTONE
LNTL LINTEL
LONG LONGITUDINAL
LP LIGHTPROOF
LPD LIGHTPROOF DOOR
LPL LIGHTPROOF LOUVER
LPT LOW POINT
LR LIVING ROOM
LS LAWN SPRINKLER
LT LIGHT
LT WT LIGHTWEIGHT
LTG LIGHTING
LTNG LIGHTNING
LVR LOUVER
LWC LIGHTWEIGHT CONCRETE
LWT LEAVING WATER TEMPERATURE
m METER(S)
M&B MATCHED AND BEADED
MACH MACHINE
MAS MASONRY
MATL MATERIAL(S)
MAX MAXIMUM
MB MACHINE BOLTS
MBR MEMBER
MC MEDICINE CABINET
MCJ MASONRY CONTROL JOINT
MCO METAL-CASED OPENING
MDS METAL DIVIDER STRIP
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDIUM
MEMB MEMBRANE
MES METAL EDGE STRIP
MFD METAL FLOOR DECKING
MFG MANUFACTURING
MFR MANUFACTURER
MG MOTOR GENERATOR
MGT MATTE-GLAZED TILE
MH MANHOLE
MI MALLEABLE IRON
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
ML METAL LATH
ML MONOLITHIC
MLDG MOULDING
MLWK MILLWORK
mm MILLIMETER(S)
MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY
CONTRACTOR)
MO MASONRY OPENING
MOD MODULAR
MOD. MODIFIED
MOT MOTOR
MP MOVABLE PARTITION
MR MOP RECEPTOR
MRB MARBLE BASE
MRD METAL ROOF DECKING
MS MACHINE SCREWS
MT METAL THRESHOLD
MT MOUNT
MTD MOUNTED
MTFR METAL FURRING
MTL METAL
MVBL MOVABLE
MULL MULLION
N NORTH
NAT NATURAL
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
Ni NICKEL
NIC NOT IN CONTRACT
NL NAILABLE
N.L. NEOPRENE LATEX
NM NONMETALLIC
NO NORMALLY OPEN
NO NUMBER
NOM NOMINAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OA OUTSIDE AIR
OBSC OBSCURE
OBW OBSERVATION WINDOW
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OFC OFFICE
OGL OBSCURE GLASS
OH OVERHEAD
OHMS OVALHEAD MACHINE SCREW
OHWS OVALHEAD WOOD SCREW
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OPS OPERATIONS
OS & Y OUTSIDE SCREW AND YOKE
OWGL OBSCURE WIRED GLASS
P POLE
PA PUBLIC ADDRESS
PAR PARALLEL
PB PANIC BAR
PBD PARTICLE BOARD
PBS PUSH BUTTON STATION
PC PIECE
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCP CEMENT PLASTER (PORTLAND)
PD PAVEMENT DRAIN
PED PEDESTAL
PERF PERFORATE(D)
PERIM PERIMETER
PH PHASE
PHAR PHARMACY
PI POINT OF INTERSECTION
PIPU PREFAB ISOLATION POWER UNIT
PIV POST INDICATING VALVE
PL PLATE
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLAT PLATFORM
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLG PILING
PL GL PLATE GLASS
PLYWD PLYWOOD
PNL PANEL
PT PAINT(ED)
POL POLISHED
PORC PORCELAIN
PORT PORTABLE
PPGL POLISHED PLATE GLASS
PPM PARTS PER MILLION
PR PAIR
PREFAB PREFABRICATE(D)
PREFIN PREFINISHED
PREFMD PREFORMED
PRKG PARKING
PROJ PROJECT
PRV PRESSURE-REGULATING VALVE
PS PIPE SPACE
P.S. PRESSED STEEL
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PNEUMATIC TUBE
PT. POINT
PT CONC POST-TENSIONED CONCRETE
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PV PAVED
PVC POLYVINYL CHLORIDE
PVG PAVING
PW PASS WINDOW
QT QUARRY TILE
QT. QUART
QTR QUARTER
1/4 RND QUARTER ROUND
QTY QUANTITY
R RADIUS
R RANGE
R RISER
RA RETURN AIR
RAB RABBETED
RA GR RETURN AIR GRILLE
RAR RETURN AIR REGISTER
RB RUBBER BASE, RESILIENT BASE
RBL RUBBLE STONE
RBR RUBBER
RC REMOTE CONTROL
RCP REINFORCED CONCRETE PIPE
RCVR RECEIVER
RD ROOF DRAIN
RDG INS RIGID INSULATION
RECPT RECEPTACLE
REC ROOM RECREATION ROOM
RECT RECTIFIER
REF REFERENCE
REFL REFLECT
REFR REFRIGERATION
REG REGISTER
REG REGLET
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
RESIL RESILIENT
RET RETURN
REV REVISION
RFG ROOFING
RH RELATIVE HUMIDITY
RH RIGHT HAND
RH ROOF HATCH
RK RACK
RLG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RP RETRACTABLE PARTITION
RPM REVOLUTIONS PER MINUTE
RPRT RAISED PATTERN RUBBER TILE
RTF RUBBER TILE FLOOR
RVS REVERSE
RVT RIVET
RWC RAINWATER CONDUCTOR
S SOUTH
SA SUPPLY AIR
SANGB SELFRIDGE AIR NATIONAL GUARD BASE
SB SPLASH BLOCK
S.B. SECURITY BARS
SC SOLID CORE
SCHED SCHEDULE
SCRN SCREEN
SCT STRUCTURAL CLAY TILE
SD STORM DRAIN
SDI STEEL DOOR INSTITUTE
SECT SECTION
SEQ SEQUENCE
SFGL SAFETY GLASS
SFTU STRUCTURAL FACING TILE UNIT
SFU STRUCTURAL FACING UNIT
SG SHEET GLASS
SHLDR SHOULDER
SHT SHEET
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SKLT SKYLIGHT
SLNT SEALANT
SLV SLEEVE
SM SHEET METAL
SMS SHEET METAL SCREWS
SOV SHUT OFF VALVE
SPC SPACER
SPCL SPECIAL
SPD SOUNDPROOF DOOR
SPEC SPECIFICATION
SPF SOUNDPROOF
SP FIN SPECIAL FINISH
SPH SPACE HEATER
SPKR SPEAKER
SQ SQUARE
SQHD SQUARE HEAD
S&R SHELF AND ROD
SS SERVICE SINK
SS STANDING SEAM (ROOF)
SST STAINLESS STEEL
STA STATION
STD STANDARD
STG SEATING
STL STEEL
STOR STORAGE
ST PR STATIC PRESSURE
STR STRINGER
STRUCT STRUCTURAL
STWY STAIRWAY
SUB FL SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SW SWITCH
SWBD SWITCHBOARD
SYMM SYMMETRICAL
SYNTH SYNTHETIC
SYS SYSTEM
T TREAD
TAN TANGENT
TB TOWEL BAR
TC TERRA COTTA
TEL TELEPHONE
TEMP TEMPERATURE
TEMP TEMPORARY
TER TERRAZZO
TERM TERMINAL
T&G TONGUE AND GROOVE
TGL TOGGLE
TH TRUSS HEAD
THK THICK(NESS)
THRES THRESHOLD
TK BD TACKBOARD
TKS TACKSTRIP
TO TOP OF
TOL TOLERANCE
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TRANS TRANSOM
TRANS TRANSVERSE
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
UC UNIT COOLER
UGND UNDERGROUND
UH UNIT HEATER
UL UNDERWRITERS LABORATORIES
UNEX UNEXCAVATED
UNFIN UNFINISHED
UPS UNINTERRUPTABLE POWER SUPPLY
USACE UNITED STATES ARMY CORPS OF ENGINEERS
UR URINAL
UTIL UTILITY
UV UNIT VENTILATOR
V VOLT
VAR VARNISH
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VCT VITRIFIED CLAY TILE
VD VAULT DOOR
VENT VENTILATOR(TION)
VERT VERTICAL
VEST VESTIBULE
VF VINYL FABRIC
VG VERTICAL GRAIN
VH VINYL HOMOGENEOUS
VJ V-JOINT(ED)
VNR VENEER
VOL VOLUME
VR VAPOR RETARDER
VRM VERMICULITE
VS VENT STACK
V.T. VOLTAGE TRANSFORMER
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
W WEST
W/ WITH
WB WET BULB
WBL WOOD BLOCKING
WC WATER CLOSET
W/C WHEELCHAIR
WCO WOOD-CASED OPENING
WD WOOD
WD WOOD DOOR
WDSP WASTE DISPOSER
WDW WINDOW
WF WIDE FLANGE
WGL WIRED GLASS
WH WALL HUNG
WH WATER HEATER
WHB WHEEL BUMPER
WHM WATT-HOUR METER
WI WROUGHT IRON
WKSH WORK SHOP
WM WIRE MESH
W/O WITHOUT
WP WATERPROOF(ING)
WP WEATHERPROOF
WP WORKING POINT
WR WASTE RECEPTACLE
WRB WARDROBE
WS WATERSTOP
W.S. WASTE STACK
WSCT WAINSCOT
WT WEIGHT
WTH WIDTH
W/W WALL TO WALL
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
WWR WELDED WIRE REINFORCEMENT
XFMR TRANSFORMER
YD YARD
YD YARD DRAIN
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
XXXX
XXXXXXXXX
X
XXXXX
X X
X X
X
XX
X X X X X
X
X
X
X
X
X
X
X
X
X
X
G U
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G U
Y G
U Y
G U
Y
G U
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G U
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GC113
400'0 200'
TAXIWAY B
TA
XI
W
AY
K
SUGARBUSH RD.
RUNWAY 01-19
TAXIWAY A
KEY MAP
TAXIWAY A EXTENSION
(TASK 3)
EXISTING RUNWAY 19
THRESHOLD
RELOCATED
RUNWAY 19
THRESHOLD
RELOCATED CLEAR ZONE
GRADED AREA (1,000' X 2,000')
RELOCATED RUNWAY 19
CLEAR ZONE (3,000' X 3,000')
RELOCATED PERIMETER ROAD, IRWIN
DRAIN, AND ROSSO HWY CORRIDOR.
(BY OTHERS)
690.26'
RUNWAY 19 EXTENSION
(TASK 1)
R15 0.0
0'
BOUNDARY LINE
30' ESMT FOR
INGRESS/EGRESS
PARCEL 2A
PARCEL 2B
YOUTH
CENTER
BOUNDARY LINE
CTC DEVELOPMENT GROUP
CTC DEVELOPMENT
GROUP
25.00' 25.00'
75.00'
125.00'
R150.00'
R125.00'
GENERAL NOTES:
1. DISPOSAL AREAS FOR REMOVED MATERIALS, RUBBLE, UNSUITABLE EXCESS SOILS, OR OTHER CONSTRUCTION DEBRIS EXCEPT FOR ASPHALT MILLINGS ARE NOT AVAILABLE AT SANGB FOR CONTRACTOR'S USE. DISPOSAL IS THE
RESPONSIBILITY OF THE CONTRACTOR AT SITES OFF GOVERNMENT CONTROLLED LANDS.
2. ALL WASTE MATERIAL GENERATED BY THE PROJECT SHALL BE DISPOSED OF ACCORDING TO THE PROJECT
SPECIFICATIONS AND SANGB AND DTMB DEMOLITION WASTE REQUIREMENTS.
3. BORROW SITES ON BASE ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR EXCEPT FOR STOCKPILES OF ASPHALT MILLINGS. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE OBTAINED BY THE
CONTRACTOR FROM COMMERCIAL SOURCES FROM OFF-SITE LOCATIONS.
4. STAGING AREAS WILL BE PROVIDED BY THE GOVERNMENT. DAMAGE TO EXISTING FENCING AND GATES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO GOVERNMENT EXPENSE. SEE SHEET GC141.
5. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL CALL THE MICHIGAN ONE CALL CENTER MISS DIG 811, HAVE AN APPROVED AF FORM 103 "DIG
PERMIT", AND ALL UTILITY LOCATES IN PLACE FOR THE PROJECT PRIOR TO BEGINNING CONSTRUCTION.
CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN THROUGHOUT CONSTRUCTION.
GENERAL PROJECT WORK DESCRIPTION SUMMARY:
· CONSTRUCT PCC OR HMA PAVEMENT SECTIONS FOR THE TAXIWAY A EXTENSION.
· CONSTRUCT HMA PAVEMENT SECTION FOR THE TAXIWAY EXTENSION SHOULDERS.
· MISCELLANEOUS AIRFIELD ELECTRICAL IMPROVEMENTS FOR TAXIWAY A EXTENSION.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, RELOCATIONS, AND IMPROVEMENTS.
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
· REMOVE, REPLACE, AND TIE IN TO EXISTING PAVEMENT MARKINGS, AND APPLY NEW MARKINGS
FOR THE NEW PAVEMENTS.
BLAST PAD
(TASK 1)
1000.00'
TAXIWAY B EXTENSION
(TASK 2)
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
X X
X X
X
X
X
X
XXXX
X X
X X
X X
X
X X
XXXXXXXXX
X
XXXXXXXXXX
X X
X X
X
XX
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
G U
Y
G U
Y G
U Y
G U
Y
G U
Y
SD
A#21
SD
A#22
SD
A#23
SD
A#24
SD
A#25
SD
A#26
SD
A#27
SD
A#28
SD
A#30
SD
A#31
SD
A#32
SD
A#33
SD
A#34
SD
A#35
SD
A#42
SD
A#43
SD
A#20
M O
N M
O N
F.I.
SB# 12
SB# 11
G U
Y
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00
300+51.77 305+00 310+00 315+00 320+00 325+00 330+00
5+
7+
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GC121
400'0 200'
TA
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SUGARBUSH RD.
RUNWAY 01-19
TAXIWAY A
W
IL
LI
AM
P R
O
SS
A H
W Y
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IM
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R D
KEY MAP
LEGEND:
CONTROL POINT
RUNWAY 01-19
ALIGNMENT
TAXIWAY A
ALIGNMENT
POINT NORTHING EASTING DESCRIPTIONELEV.
CONTROL POINTS
NOTES:
1. THIS TOPOGRAPHICAL MAP IS BASED UPON A FIELD SURVEY PERFORMED BY SPALDING DEDECKER
DURING JUNE OF 2024.
2. THE COORDINATE SYSTEM FOR THIS SURVEY IS THE STATE PLANE COORDINATE SYSTEM, MICHIGAN
SOUTH ZONE (2113), BASED ON NAD83 (NSRS2011). UNITS ARE INTERNATIONAL FEET.
COORDINATES WERE ESTABLISHED USING A DATA LINK TO THE MDOT CONTINUOUSLY OPERATING
REFERENCE STATIONS (CORS).
3. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AS ESTABLISHED WITH RTK GPS MEASUREMENTS USING A DATA LINK TO THE MDOT
CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS).
4. CONTRACTOR SHALL VERIFY BENCHMARKS AND CONTROL POINTS SHOWN AND PROVIDE TO THE
CONTRACTING OFFICER PRIOR TO START OF WORK.
BM 100
BM 101
BM 102
BM 103
BM 104
BM 105
BM 106
BM 107
BM 108
BM 109
BM 110
BM 111
BM 112
BM 115
BM 116
BM 117
BM 118
BM 119
BM 120
BM 121
BM 122
BM 123
BM 124
BM 125
BM 126
BM 127
BM 128
BM 129
BM 130
BM 131
BM 132
BM 133
BM 134
BM 135
BM 136
BM 137
BM 138
BM 139
BM 243
BM 1010
BM 1013
BM 10910
BM 50400
415607 415617 415653 415664 415803 415826 415751 415858 415869 415964 415954 415998 416279 415511 415557 415522 415614 415650 415404 414767 414370 413667 413219 414812 410966 410173 409171 408173 407173 412171 406173 405421 404159 403672 414466 415236 415452 415474 415733 415330 415340 416425
415670.909
13534197 13534605 13535127 13535441 13536347 13536792 13537253 13537504 13537875 13538268 13538526 13538762 13538973 13533828 13534755 13535872 13536985 13537782 13535402 13535415 13535412 13535407 13535404 13538566 13535230 13535258 13535250 13535243 13535235 13535273 13535228 13535192 13535335 13535067 13533941 13534068 13534566 13534986 13532570 13532927 13538241 13539013
13533290.274
588.826 583.261 581.849 579.937 580.568 579.794 579.837 577.048 577.661 578.952 576.899 579.113 579.375 585.890 584.994 578.069 578.441 578.306 579.085 576.041 576.142 576.112 577.016 578.399 579.654 578.265 578.633 579.055 579.051 578.573 579.308 580.505 578.778 581.823 576.278 587.943 581.843 578.971 604.711 582.584 577.640 576.880 585.667
SET MAG NAIL
SET CUT CROSS
SET CHISELED X
SET CHISELED X
ARROW ON FIRE HYDRANT
SET BENCH TIE
SET CHISELED CROSS, NOT SHOWN
SET CHISELED X, NOT SHOWN
ARROW ON FIRE HYDRANT, NOT SHOWN
SET CHISELED X, NOT SHOWN
SET CHISELED X, NOT SHOWN
ARROW ON FIRE HYDRANT, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE
TOP OF NW BOLT OF LIGHT POLE BASE
SET MAG SPIKE
SET MAG SPIKE
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE
SET MAG SPIKE
SET MAG SPIKE
SET MAG SPIKE
SET MAG SPIKE
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE, NOT SHOWN
SET MAG SPIKE
SET CHISELED X
SET MAG SPIKE
SET MAG SPIKE
FOUND MAG NAIL
FOUND DISK IN CONCRETE MON.
FOUND DISK IN CONCRETE MON., NOT SHOWN
FOUND NGS MONUMENT, NOT SHOWN
FOUND DISK IN CONCRETE MON.
BM 136
BM 137
BM 100
BM 115
BM 50400
BM 101
BM 138
BM 116
BM 139
BM 102
BM 103
BM 120BM 121BM 122BM 123BM 124
BM 117
BM 104
BM 105
BM 118
B
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D B
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SHEET OF 66
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GC122
Alignment: CL_RWY 01-19 Tangent Data
Description PT Station Northing Easting
Start: 70+00.000 402170.74 13535046.4 End: 231+00.000 418270.28 13535167.65
Tangent Data
Parameter Value Parameter Value Length: 16100 Course: N 00° 25' 53.4622" E
Alignment: CL_TWY A Tangent Data
Description PT Station Northing Easting
Start: 300+51.770 412915.24 13535904.22 End: 327+66.097 415629.49 13535924.66
Tangent Data
Parameter Value Parameter Value Length: 2714.327 Course: N 00° 25' 53.4622" E
Curve Point Data Description Station Northing Easting
PC: 327+66.097 415629.49 13535924.66
RP: 415630.9 13535737.17
PT: 330+60.622 415818.39 13535738.58
Circular Curve Data Parameter Value Parameter Value
Delta: 90° 00' 00.0000" Type: LEFT Radius: 187.5 DOC: 30° 33' 27.8976" Length: 294.524 Tangent: 187.5 Mid-Ord: 54.917 External: 77.665
Chord: 265.165 Course: N 44° 34' 06.5378" W
Tangent Data Description PT Station Northing Easting
Start: 330+60.622 415818.39 13535738.58 End: 336+50.003 415822.83 13535149.22
Tangent Data
Parameter Value Parameter Value Length: 589.381 Course: N 89° 34' 06.5378" W
X X
X X X X
X X
X
X
X
XX
X X
X
XXXX
X
XX
X
XX
X X
X
X
X
X
X
G
UY
G
UY
G
UY
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G U
Y
G U
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U Y
G U
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G U
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G U
Y
G U
Y
G U
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R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
300+51.77 305+00 310+00 315+00 320+00 325+00 330+00
5+
7+
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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M
N
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BM
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D B
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D B
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SHEET ID
SHEET OF 66
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ST
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GC141
800'0 400'
TAXIWAY B
TA
XI
W
AY
K
SUGARBUSH RD.
RUNWAY 01-19
TAXIWAY A
W
IL
LI
AM
P R
O
SS
O H
W Y
N . P
ER
IM
ET
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R D
KEY MAP
25 MPH
CONSTRUCTION
VEHICLES
ALL
CONSTRUCTION
VEHICLES
CONSTRUCTION
VEHICLES ONLY
OR=
ALL
CONSTRUCTION
VEHICLES
CONSTRUCTION TRAFFIC
SIGNS. PLACE ALL SIGNS
BEFORE WORK STARTS.
COORDINATE SIGN
LOCATIONS AND
ORIENTATION WITH
AIRPORT AND ENGINEER.
NO
CONSTRUCTION
VEHICLES
LEGEND - CONSTRUCTION SIGNS & BARRICADES
CONSTRUCTION HAUL ROUTES
N . P
ER
IM
ET
ER
R D
W
IL
LI
AM
P R
O
SS
O H
W Y
FALCON RD.
JEFFERSON AVE.
TAXIWAY A WORK
AREA HAUL ROUTE
OPTION
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE
(SEE NOTE 7), GATE GUARD
REQUIRED
CONTRACTOR'S BASE
ACCESS GATE, SEE NOTE 2
CONTRACTOR
STAGING AREA, SEE
NOTE 6
BASE VISITOR'S CENTER
RELOCATED N. PERIMETER RD., ROSSO
HWY, IRWIN DRAIN, AIRFIELD FENCE,
PERIMETER FENCE, AND CLEAR ZONE
FENCE (BY OTHERS IN TASK 1)
DOOLITTLE DR.
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE
FOR TAXIWAY A WORK
ONLY (SEE NOTE 7), GATE
GUARD REQUIRED
NOTES:
1. ONLY ONE GATE AND CORRESPONDING HAUL ROUTE CAN BE USED AT ONE TIME.
2. ALL CONTRACTOR PERSONNEL AND VEHICLES ARE SUBJECT TO INSPECTION UPON ENTRANCE TO THE BASE AT THE GATES SHOWN. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THE TIME IT TAKES FOR INSPECTIONS DOES NOT CONFLICT WITH MATERIAL SPECIFICATION OR PROJECT TIME CONSTRAINTS. NO ADDITIONAL COMPENSATION TO THE CONTRACTOR WILL BE APPROVED FOR OUT OF SPECIFICATION MATERIALS OR
TIME DELAYS DUE TO BASE INSPECTIONS.
3. BASE ACCESS ROADS SHALL BE MAINTAINED BY EITHER A PAVED SURFACE, OR SUFFICIENT THICKNESS OF GRADED CRUSHED AGGREGATE BASE COURSE OR ASPHALT MILLINGS THROUGHOUT THE PROJECT. THIS SHALL INCLUDE ALL MAINTENANCE, TEMPORARY TRANSITIONS, AND DELINEATION OF WORK AREAS BY LINES OF CONTINUOUS BARRICADES TO PREVENT DAMAGE TO VEHICLES ACCESSING THESE AREAS.
4. SEE SHEET GC142 FOR EACH PHASES' AREA OF CONSTRUCTION LIMITS. THE AREA LIMITS SHALL BE DELINEATED IN THE FIELD TO THE APPROVAL OF
THE AIRFIELD MANAGER.
5. CONTRACTOR TO SUBMIT FORM FAA 7460-1 FOR PROPOSED BATCH PLANT(S) IN ADDITION FOR THE CONSTRUCTION LIMITS OF THIS PROJECT.
6. FOR TEMPORARY UTILITY CONNECTIONS NEAR THE DESIGNATED STAGING AREAS, CONTRACTOR TO CONNECT TO EXISTING WATER OR ELECTRICAL
SUPPLIES PER THE PROJECT SPECIFICATIONS AND NATIONAL ELECTRIC CODE / NFPA 70. THIS INCLUDES BACKFLOW PREVENTERS AND ELECTRICAL
EQUIPMENT AS REQUIRED.
7. FOR THE HAUL ROUTE OPTIONS FOR TAXIWAY A WORK, COORDINATE WITH DTMB AND BASE PERSONNEL REGARDING THE N. PERIMETER ROAD, ROSSO HIGHWAY, IRWIN DRAIN, AND FENCING RELOCATION PROJECT PROGRESS TO DETERMINE AVAILABLE OPTIONS TO GAIN ACCESS TO THE STAGING AND WORK AREAS. IF OPTIONS ARE UNAVAILABLE FROM THE BY OTHERS RELOCATION PROJECT, THE CONTRACTOR SHALL PROVIDE TEMPORARY AIRFIELD ACCESS GATES FOR THE WORK AREAS. ALL AIRFIELD ACCESS GATES SHALL HAVE A CONTRACTOR SUPPLIED GATE GUARD.
TAXIWAY A
EXTENSION
PROJECT WORK
AREA
X X
X X X X
X X
X
X
X
XX
X X
X
XXXX
X
XX
X
XX
X X
X
X
X
X
X
G
UY
G
UY
G
UY
G
UY GUY GUYGUY
G U
Y
G U
Y G
U Y
G U
Y
G U
Y
G U
Y
G U
Y
G U
Y
R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
300+51.77 305+00 310+00 315+00 320+00 325+00 330+00
5+
7+
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
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N O
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IT
AT
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N N
O
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SU
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AT
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SI
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M
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IP
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O N
D
AT
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SHEET ID
SHEET OF 66
MI ANGB
ST
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F M
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AN
D
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TM
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C O
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D
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N
LA
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GC142
800'0 400'
TAXIWAY B
TA
XI
W
AY
K
SUGARBUSH RD.
RUNWAY 01-19
TAXIWAY A
W
IL
LI
AM
P R
O
SS
O H
W Y
N . P
ER
IM
ET
ER
R D
KEY MAP
N . P
ER
IM
ET
ER
R D
W
IL
LI
AM
P R
O
SS
O H
W Y
FALCON RD.
JEFFERSON AVE.
TAXIWAY A WORK
AREA HAUL ROUTE
OPTION
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE 7,
GATE GUARD REQUIRED
CONTRACTOR'S BASE
ACCESS GATE
CONTRACTOR
STAGING AREA
BASE VISITOR'S CENTER
RELOCATED N. PERIMETER RD.,
ROSSO HWY, IRWIN DRAIN, AIRFIELD
FENCE, PERIMETER FENCE, AND
CLEAR ZONE FENCE (BY OTHERS)
DOOLITTLE DR.
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE
FOR TAXIWAY A WORK
ONLY, GATE GUARD
REQUIRED
TAXIWAY A
EXTENSION
PROJECT WORK
AREA, PHASES
1, 2, AND 3
XXXXXXXXXXXXXXXXXXXXXXXXXX
LEGEND
CONSTRUCTION HAUL ROUTES
LOW PROFILE BARRICADES
PHASE 1 WORK AREA (TAXIWAY A)
PHASE 2 WORK AREA (TAXIWAY A)
STAGING, BATCH PLANT, AND/OR STOCKPILE AREA
NOTES:
1. MAINTAIN ARFF AND EMERGENCY VEHICLE ACCESS TO RUNWAY 01/19 THROUGHOUT THE PROJECT.
MAINTAIN ARFF AND EMERGENCY VEHICLE ACCESS TO THE WEST SIDE FACILITIES OF SELFRIDGE ANGB
THROUGHOUT THE PROJECT.
2. ALL BARRICADE PLACEMENT, TAXIWAY CLOSURES, EDGE LIGHT DEACTIVATION/ACTIVATION, SIGNAGE COVERAGE, ETC. MENTIONED ON THE FOLLOWING SHEETS TO BE COORDINATED AND APPROVED BY THE
AIRFIELD OPERATIONS MANAGER AND CONTRACTING OFFICER.
3. WORK WITHIN THE AOA REQUIRES A BASE ESCORT AT ALL TIMES.
4. PHASE 2 AND 3 REQUIRE CLOSURES OF PORTIONS OF TAXIWAYS OR RUNWAY 01/19 NORTH HAMMERHEAD.
COORDINATION WITH THE AIRFIELD OPERATIONS MANAGER AND CONTRACTING OFFICER WILL BE
REQUIRED PRIOR TO EXECUTING WORK WITHIN THOSE AREAS.
5. IF THE GLIDESLOPE IS ACTIVE DURING THIS PROJECT, ANY WORK REQUIRED WITHIN THE GLIDESLOPE CRITICAL AREA WILL REQUIRE THE GLIDESLOPE TO BE DEACTIVATED. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH AIRFIELD MANAGEMENT PRIOR TO WORKING WITHIN ANY ACTIVE
GLIDESLOPE CRITICAL AREA.
6. PLACE TAXIWAY AND RUNWAY EDGE LIGHT CABLE JUMPER AT BARRICADE LINES. JUMPER TO BE FAA APPROVED 5000V CABLE RUN FROM EDGE LIGHT TO EDGE LIGHT W/ L-823 SPLICES. PROTECT CABLE AND
SECURE W/ SAND BAGS.
PHASE GENERAL DESCRIPTIONS:
PHASE 1 (CONSTRUCTION OF TAXIWAY A; 200-FEET MINIMUM OUTSIDE OF RUNWAY OR TAXIWAY
CENTERLINES)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
PHASE 2 (CONSTRUCTION OF TAXIWAY A; TAXIWAY A CLOSED ADJACENT TO WORK AREAS; WORK WITHIN
200-FEET OF TAXIWAY CENTERLINES)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
PHASE 3 (CONSTRUCTION OF TAXIWAY A; RUNWAY 19 END OPTIONALLY TEMPORARILY DISPLACED; WORK
WITHIN 200-FEET OF RUNWAY CENTERLINE)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
· FINAL PAVEMENT MARKINGS FOR TAXIWAY A EXTENSION.
PHASE 3 WORK AREA (TAXIWAY A)
PHASE 3 (TAXIWAY A)
XX
XX
XX
XX
X
PHASE 2 (TAXIWAY A)
SEE NOTE 6
PHASE 2 (TAXIWAY A)
SEE NOTE 6
XXXX
TA
XI
W
AY
L
TA
XI
W
AY
J
SEE NOTE 4
POTENTIAL RELOCATED
GLIDESLOPE CRITICAL
AREA, SEE NOTE 5
SEE NOTE 4
X X
X X X X
X X
X
X
X
XX
X X
X
XXXX
X
XX
X
XX
X X
X
X
X
X
X
G
UY
G
UY
G
UY
G
UY GUY GUYGUY
G U
Y
G U
Y G
U Y
G U
Y
G U
Y
G U
Y
G U
Y
G U
Y
R /W
R /W
R /W
R /W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
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TR
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N O
SO
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N N
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SHEET ID
SHEET OF 66
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ST
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N
LA
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IN
G
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AN
M
AN
AG
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T, A N
D B
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TO
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GC143
800'0 400'
TAXIWAY B
TA
XI
W
AY
K
SUGARBUSH RD.
RUNWAY 01-19
TAXIWAY A
W
IL
LI
AM
P R
O
SS
O H
W Y
N . P
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ET
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R D
KEY MAP
N . P
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R D
W
IL
LI
AM
P R
O
SS
O H
W Y
FALCON RD.
JEFFERSON AVE.
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE,
GATE GUARD REQUIRED
CONTRACTOR'S BASE
ACCESS GATE
CONTRACTOR
STAGING AREA, SEE
NOTE 1
BASE VISITOR'S CENTER
RELOCATED N. PERIMETER RD.,
ROSSO HWY, IRWIN DRAIN, AIRFIELD
FENCE, PERIMETER FENCE, AND
CLEAR ZONE FENCE (BY OTHERS)
DOOLITTLE DR.
HAUL ROUTE
XXXXXXXXXXXXXXXXXXXXXXXXXX
LEGEND
CONSTRUCTION HAUL ROUTES
LOW PROFILE BARRICADES
PHASE 1 WORK AREA (TAXIWAY A)
STAGING, BATCH PLANT, AND/OR STOCKPILE AREA
NOTES:
1. THERE EXISTS A 0.27 ACRE WETLAND FURTHER TO THE WEST OF THE INDICATED STAGING AREA. PLACE SILT
FENCING AROUND STAGING AREA TO NOT IMPACT WETLAND.
2. WORK WITHIN THE AOA REQUIRES A BASE ESCORT AT ALL TIMES.
3. CONTRACTOR'S OPERATIONS, PERSONNEL, VEHICLES, AND MATERIALS SHALL BE A MINIMUM OF 200-FEET AWAY
FROM ANY TAXIWAY OR RUNWAY CENTERLINE DURING PHASE 1 AT ALL TIMES.
PHASE GENERAL DESCRIPTIONS:
PHASE 1 (CONSTRUCTION OF TAXIWAY A; 200-FEET MINIMUM OUTSIDE OF RUNWAY OR TAXIWAY CENTERLINES)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
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JEFFERSON AVE.
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE,
GATE GUARD REQUIRED
CONTRACTOR'S BASE
ACCESS GATE
CONTRACTOR
STAGING AREA, SEE
NOTE 1
BASE VISITOR'S CENTER
RELOCATED N. PERIMETER RD.,
ROSSO HWY, IRWIN DRAIN, AIRFIELD
FENCE, PERIMETER FENCE, AND
CLEAR ZONE FENCE (BY OTHERS)
DOOLITTLE DR.
HAUL ROUTE
XXXXXXXXXXXXXXXXXXXXXXXXXX
LEGEND
CONSTRUCTION HAUL ROUTES
LOW PROFILE BARRICADES
PHASE 2 WORK AREA (TAXIWAY A)
STAGING, BATCH PLANT, AND/OR STOCKPILE AREA
NOTES:
1. THERE EXISTS A 0.27 ACRE WETLAND FURTHER TO THE WEST OF THE INDICATED STAGING AREA.PLACE SILT FENCING AROUND STAGING AREA TO NOT
IMPACT WETLAND.
2. WORK WITHIN THE AOA REQUIRES A BASE ESCORT AT ALL TIMES.
3. PHASE 2 WORK IS WITHIN 200-FEET OF PORTIONS OF TAXIWAY A CENTERLINE. COORDINATE REQUIRED TAXIWAY A PHASE 2 CLOSURE A MINIMUM OF 30
DAYS PRIOR TO PLANNED CLOSURE WITH THE CO AND AIRFIELD OPERATIONS MANAGER.
4. CONTRACTOR'S OPERATIONS, PERSONNEL, VEHICLES, AND MATERIALS SHALL BE A MINIMUM OF 200-FEET AWAY FROM RUNWAY CENTERLINE DURING
PHASE 2 AT ALL TIMES.
PHASE GENERAL DESCRIPTIONS:
PHASE 2 (CONSTRUCTION OF TAXIWAY A; TAXIWAY A CLOSED ADJACENT TO PHASE 2 WORK AREA; WORK IS WITHIN 200-FEET OF TAXIWAY CENTERLINES)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
AIRFIELD LIGHTING AND NAVAID DEACTIVATIONS:
· TAXIWAY A EDGE LIGHTS (COVER LIGHTS AND DISCONNECT CIRCUIT OF LIGHTS WITHIN THE PHASE 2 WORK AREA INDICATED; PROVIDE JUMPER AS
REQUIRED TO MAINTAIN OTHER CIRCUITS)
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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JEFFERSON AVE.
HAUL ROUTE
PROVIDE TEMPORARY
AIRFIELD ACCESS GATE,
GATE GUARD REQUIRED
CONTRACTOR'S BASE
ACCESS GATE
CONTRACTOR
STAGING AREA, SEE
NOTE 1
BASE VISITOR'S CENTER
RELOCATED N. PERIMETER RD.,
ROSSO HWY, IRWIN DRAIN, AIRFIELD
FENCE, PERIMETER FENCE, AND
CLEAR ZONE FENCE (BY OTHERS)
DOOLITTLE DR.
HAUL ROUTE
XXXXXXXXXXXXXXXXXXXXXXXXXX
LEGEND
CONSTRUCTION HAUL ROUTES
LOW PROFILE BARRICADES
PHASE 3 WORK AREA (TAXIWAY A)
STAGING, BATCH PLANT, AND/OR STOCKPILE AREA
TA
XI
W
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TA
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NOTES:
1. THERE EXISTS A 0.27 ACRE WETLAND FURTHER TO THE WEST OF THE INDICATED STAGING AREA.PLACE SILT FENCING AROUND STAGING AREA TO NOT
IMPACT WETLAND.
2. WORK WITHIN THE AOA REQUIRES A BASE ESCORT AT ALL TIMES.
3. PHASE 3 WORK IS WITHIN 200-FEET OF PORTIONS OF RUNWAY 01-19 CENTERLINE. OPTIONAL DISPLACEMENT OF RUNWAY 19 END TO BE INVESTIGATED
AND INCORPORATED INTO SUBSEQUENT B-1 SUBMISSION.
PHASE 3 (CONSTRUCTION OF TAXIWAY A; RUNWAY 19 END OPTIONALLY TEMPORARILY DISPLACED; WORK WITHIN 200-FEET OF RUNWAY CENTERLINE)
· CONSTRUCT PCC OR HMA PAVEMENT SECTION FOR TAXIWAY A EXTENSION.
· CONSTRUCT HMA TAXIWAY SHOULDERS.
· INSTALL AIRFIELD ELECTRICAL TAXIWAY EDGE LIGHTS AND SIGNAGE.
· MISCELLANEOUS UTILITY REMOVALS, REPLACEMENTS, AND RELOCATIONS (STORM, WATER, COMM, ETC.)
· CONSTRUCT GRADING, DRAINAGE, AND UNDERDRAINAGE IMPROVEMENTS.
· FINAL PAVEMENT MARKINGS FOR TAXIWAY A EXTENSION.
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SHEET OF 66
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GC151
CONSTRUCTION PHASING/ SCHEDULING
1. THIS PROJECT IS ESTIMATED TO BEGIN IN THE SUMMER WITH PHASE 1 STARTING IN THE SPRING OF THE FOLLOWING YEAR AND COMPLETION OF THE PROJECT IN THE SUMMER OF PRECEDING
YEAR FROM THE PHASE 1 START PERIOD. CONTRACTOR SHALL SUBMIT THE REQUIRED PROJECT SCHEDULES FOR COMPLETING THE ENTIRE TAXIWAY PROJECT ALONG WITH REQUIRED PROGRESS UPDATES PER THE STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION MICHSPEC DIVISION 0 SPECIFICATIONS.
THIS PROJECT IS ANTICIPATED TO OCCUR IN THREE PHASES. TOTAL CONSTRUCTION TIME FOR PHASES 1, 2, AND 3 FOR THIS PROJECT IS 643 CALENDAR DAYS. SEE SHEETS GC141 - GC145 FOR ADDITIONAL INFORMATION. PHASE 0 OF THE PROJECT WILL START AFTER THE SUMMER AWARD TO THE CONTRACTOR IS GIVEN. THIS PHASE WILL CONSIST OF A 170 CALENDAR DAY PERIOD FOR THE
CONTRACTOR TO:
1. SUBMIT AND GET APPROVAL ON ALL REQUIRED PRE-CONSTRUCTION SUBMITTALS.
2. PERFORM REQUIRED TESTS ON PROPOSED MATERIALS TO BE USED IN THE PROJECT.
3. PERFORM AND GET APPROVAL ON REQUIRED MIX DESIGNS.
4. ISSUE SUBCONTRACTS AND PURCHASE ORDERS.
5. SUBMIT REQUIRED PERMITS FOR APPROVAL.
6. POSSIBLE PLACEMENT OF STAGING AREA AND BATCH PLANTS ON BASE PROPERTY.
7. CONSTRUCTION OF STAGING/ PARKING AREAS WITHIN BASE PROPERTY.
8. POSSIBLE INVESTIGATION AND SURVEYING REQUIRED DURING WEEKEND OR NO FLY DAY CLOSURES.
9. PRODUCTION AND STOCKPILING OF MATERIALS ON-SITE WITHIN DESIGNATED STAGING AREAS FOR THE PROJECT.
PHASE 0 WILL ALLOW TIME FOR ALL OF THE ABOVE ITEMS TO BE COMPLETED, INVESTIGATED, AND HAVE ANY ISSUES WORKED OUT PRIOR TO THE START OF CONSTRUCTION THAT MAY RESULT IN THE SLOWING OR STOPPING OF THE CONSTRUCTION PROGRESS.
PHASE 1, ESTIMATED TO BEGIN IN THE SPRING OF THE FOLLOWING YEAR FROM THE CONTRACT AWARD IS A PERIOD OF 189 CALENDAR DAYS WHICH WILL BE THE ACTUAL START OF CONSTRUCTION.
A WINTER SHUTDOWN PERIOD IS EXPECTED TO BEGIN AFTER PHASE 1 COMPLETION AND PRIOR TO PHASE 2 STARTING. THE WINTER SHUTDOWN IS ESTIMATED TO BEGIN IN THE FALL FOR A PERIOD OF 113
CALENDAR DAYS.
PHASE 2 IS ESTIMATED TO BEGIN IN THE SPRING FOR A PERIOD OF 61 CALENDAR DAYS AND CONSISTS OF CLOSING PORTIONS OF TAXIWAY A.
PHASE 3 IS ESTIMATED TO BEGIN IN THE SPRING FOR A PERIOD OF 65 DAYS AND CONSISTS OF WORK WITHIN 200 FEET OF RUNWAY 01-19 CENTERLINE. AFTER PHASE 3 IS COMPLETE AND ACCEPTED BY THE CO, AN ADDITIONAL 30 CALENDAR DAYS IS ESTIMATED FOR COMPLETING PROJECT CLOSEOUT REQUIREMENTS.
PHASE 1 CANNOT START UNTIL A CONCRETE MIX DESIGN HAS BEEN APPROVED BY THE CONTRACTING OFFICER.
CONTRACTOR SHALL SUBMIT THE PROJECT SCHEDULE FOR THE COMPLETING THE ENTIRE TAXIWAY PROJECT (INCLUDING ALL PHASES) FOR APPROVAL PER THE STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION MICHSPEC DIVISION 0 SPECIFICATIONS PRIOR TO THE START OF WORK.
EACH PHASE SHALL BE COMPLETE AND ACCEPTED PRIOR TO STARTING SUBSEQUENT PHASE.
GENERAL CONSIDERATIONS:
COORDINATE THE FOLLOWING AS REQUIRED:
A. CONTRACTORS, QC, QA, SAFETY OFFICERS, FOREMANS, SUPERINTENDENTS, AND PROJECT MANAGEMENT ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL
SAFETY WILL BE A STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.
B. ALL CONTRACTOR'S PERSONNEL SHALL COMPLETE THE BASE'S BADGING AND DRIVER TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT. BASE ACCESS BADGES/ I.D's WILL BE PICKED UP BY CONTRACTOR PERSONNEL AT THE BASE VISITORS CENTER LOCATED AT THE SANGB'S MAIN GATE (NORTH GATE) UPON COMPLETION OF REQUIRED BADGING FORMS AND
PROCESSING TIME.
C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT ARE DESIGNATED UNDER THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL SPECIFIED AND OTHER APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ALL USERS OF THE BASE.
AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:
A. RUNWAYS AND TAXIWAYS SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. WHEN ANY AREA IS REQUIRED TO BE CLOSED TO AIRCRAFT TRAFFIC, IT SHALL BE BARRICADED AND
MARKED, WITH ANY NAVAIDS AFFECTED BY THE CLOSURE ADDRESSED PER THE REQUIREMENTS STATED ON THIS SHEET, SHEETS GC141 TO GC145 AND GC151 TO GC153, AND THE SPECIFICATIONS
PROVIDED.
B. TAXIWAY CLOSURES:
THE TAXIWAY CLOSURES SHALL BE AS SHOWN ON THE CONSTRUCTION OPERATIONS & PHASING PLAN, SHEETS GC142 - GC145.
C. RUNWAY CLOSURES:
NO RUNWAY CLOSURES ARE ANTICIPATED AS PART OF THIS PROJECT. OPTIONAL DISPLACEMENT OF RUNWAY 19 END TO BE EVALUATED AS PART OF THE SUBSEQUENT B-1 SUBMISSION.
D. APRON CLOSURES:
NOT APPLICABLE TO THIS PROJECT.
CONTRACTOR ACCESS:
A. THE CONTRACTOR SHALL USE THE SOUTH OR NORTH GATE TO GAIN ACCESS ONTO BASE PROPERTY DURING WORK ON THE PROJECT. THE SOUTH GATE WILL REQUIRE THE CONTRACTOR TO PROVIDE
TRAINED AND CERTIFIED SECURITY PERSONNEL WHILE THE GATE IS IN USE. THE CONTRACTOR STAGING AREA AND HAUL ROUTES WILL BE LOCATED PER SHEETS GC141 TO GC145.
B. IF OTHER ACCESS POINTS ARE ALLOWED OTHER THAN THE SOUTH OR NORTH GATES, APPROVAL FROM THE CO IS REQUIRED. THE CONTRACTOR SHALL PROVIDE A GATE GUARD AT ALL POINTS OF ENTRY SHOWN. GATES MUST BE LOCKED WHEN NOT IN USE OR NOT MANNED BY THE GATE GUARD. CONTRACTOR MUST TAKE CARE TO MAINTAIN A HIGH LEVEL OF SAFETY AND SECURITY DURING CONSTRUCTION WHEN ACCESS POINTS ARE CREATED IN THE SECURITY FENCING TO PERMIT THE PASSAGE OF CONSTRUCTION VEHICLES OR PERSONNEL. TEMPORARY GATES SHOULD BE EQUIPPED SO THEY CAN BE SECURELY CLOSED AND LOCKED TO PREVENT ACCESS BY ANIMALS AND PEOPLE. PROCEDURES SHOULD BE IN PLACE TO ENSURE THAT ONLY AUTHORIZED PERSONS AND VEHICLES HAVE ACCESS TO THE AIRFIELD OR PROJECT LIMITS VIA THE AIRFIELD GATES DEPICTED ON SHEETS GC141 TO GC145. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION AND PRESERVATION OF ALL AIRFIELD PERIMETER GATES, EITHER MANUAL OR AUTOMATED. A MAXIMUM OF ONE ACCESS POINT/GATE WILL BE ALLOWED OPEN AT ANY ONE TIME. NO GAPS BETWEEN OR BELOW GATE GREATER THAN 2-INCHES WILL BE ALLOWED. ALL TEMPORARY GATES AND FENCING SHALL BE REMOVED AND FENCING RESTORED TO ITS ORIGINAL CONDITION AT THE COMPLETION OF
THE PROJECT.
C. FOR THE PURPOSES OF THIS CONTRACT, ALL FENCING/GATES SHALL BE CONSIDERED PART OF CONTRACTOR HAUL ROUTES. AS SUCH, ANY DAMAGE TO FENCING/GATES AS A RESULT OF CONSTRUCTION TRAFFIC SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ANY CONSTRUCTION GATE IS FOUND OPEN AND UNATTENDED BY THE BASE STAFF, THE CONTRACTOR WILL INCUR A VIOLATION/ PENALTY PER OCCURRENCE TO BE DETERMINED BY THE GOVERNMENT. SEE PARAGRAPH "ENFORCEMENT/ PENALTIES".
D. GATE GUARDS, TRAFFIC GUARDS AND DRIVER TRAINING: THE GATE GUARDS AND TRAFFIC GUARDS SHALL MAINTAIN AND MONITOR A CONTRACTOR SUPPLIED CELL PHONE AT ALL TIMES.
CONTRACTORS KEY PERSONNEL ALONG WITH THE GATE AND TRAFFIC GUARDS SHALL MAINTAIN AND MONITOR A CONTRACTOR SUPPLIED RADIO AT ALL TIMES. TRAINING OF PERSONNEL ON PROPER COMMUNICATION PROCEDURES WITH THE CONTROL TOWER IS ESSENTIAL FOR MAINTAINING OPERATION SAFETY AND WILL BE PROVIDED BY THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION. ALL GATE AND TRAFFIC GUARDS, FOREMAN AND KEY PERSONNEL WILL BE REQUIRED TO ATTEND. CONTACT NUMBERS IN REGARDS TO FIRE-RESCUE, SECURITY, AND ANY OTHER NUMBER REQUIRED SHALL BE PROVIDED BY THE GOVERNMENT. COST OF PROVIDING THE REQUIRED GATE AND TRAFFIC GUARDS SHALL BE PROVIDED BY THE CONTRACTOR . FOR THE SOUTH BASE ACCESS GATE, THE CONTRACTOR HIRED SECURITY PERSONNEL SHALL BE TRAINED AND CERTIFIED THROUGH THE REQUIREMENTS SET FORTH BY SELFRIDGE ANGB SECURITY FORCES. REQUIRED
TRAINING FOR THE SOUTH BASE ACCESS GATE IS ANTICIPATED TO TAKE 4 HOURS.
KEY CONTRACTOR PERSONNEL MAY BE EXPECTED TO TRAVEL ON OR NEAR ACTIVE AOA'S. THESE INDIVIDUALS MUST COMPLY WITH THE RULES AND REGULATIONS BY PARTICIPATING IN ANY
APPLICABLE AIRFIELD DRIVER'S TRAINING PROCEDURES PROVIDED BY THE BASE.
E. STOCKPILED MATERIALS AND EQUIPMENT STORAGE/PARKING ARE NOT…
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