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SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is notintended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
ofSHEET NO.
2605 Port Lansing RoadLansing, MI 48906
phone: 517-321-8334meadhunt.com
G-050
CONSTRUCTIONSAFETY AND PHASINGPLAN PHASE 1
SCTALPSCT
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3/22
/201
8 12
:45:
47 P
M 3
00 300 600
1 3.21.18 ISSUED FORBID
3-26-0052-045-2018AIP NO.:
55
KA
LAM
AZO
O-B
ATT
LE C
RE
EK
INTE
RN
ATI
ON
AL
AIR
PO
RT
RU
NW
AY
17-
35 R
EH
AB
ILIT
ATI
ON
1113900-160283.013.21.2018
5235
PO
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RO
AD
KA
LAM
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PHASE
REHABILITATE RUNWAY 17-35 FROM STATION 99+90 TOSTATION 151+00. INCLUDES ALL WORK TO BE COMPLETEDEXCEPT FULL RATE PAVEMENT MARKINGS AND GROOVING.
WORKHOURS SAFETY AND SECURITY
CONTRACTTIME
RUNWAYS 9-27 AND 17-35 CLOSED. . 12 DAYS
CONSTRUCTION
ANY HOURS
AFFECTED ACTIVE OPERATIONAREAS (AOA'S)
LOW-LEVEL BARRICADES AND LIGHTED RUNWAY CLOSURE CROSSES SHALL BE INSTALLED ASLABELED ON PLANS. CONTRACTOR SHALL DISABLE ALL NECESSARY AIRFIELD LIGHTING ANDCOORDINATE FAA NAVAID SHUTDOWN. CONTRACTOR SHALL COORDINATE WITH ENGINEER ANDAIRPORT 30 DAYS PRIOR TO STARTING CONSTRUCTION. PROJECT SHALL BEGIN JUNE 10TH, 2019.AIRPORT MANAGER SHALL ISSUE ALL NOTAMS. MAXIMUM EQUIPMENT HEIGHT SHALL BE 25'.
RUNWAY END COORDINATES
RUNWAY5239271735
LATITUDEN42° 14' 05.5674"N42° 14' 29.6105"N42° 14' 02.1590"N42° 14' 02.1236"N42° 14' 28.9364"N42° 13' 25.4817"
LONGITUDEW85° 33' 29.0462"W85° 32' 56.7631"W85° 33' 29.2865"W85° 32' 52.0676"W85° 33' 06.2425"W85° 32' 52.8647"
GROUNDELEVATION
873.8'850.9'872.9'862.7'859.2'868.2'
CORNERABCDE
CONSTRUCTION AREA COORDINATES(MAX EQUIPMENT HEIGHT 25')
GROUNDELEVATION
862'857'845'858'864'
LATITUDEN42° 13' 27.58"N42° 14' 32.75"N42° 14' 35.10"N42° 13' 59.05"N42° 13' 28.77"
LONGITUDEW85° 32' 59.70"W85° 33' 13.44"W85° 32' 53.25"W85° 32' 46.77"W85° 32' 49.52"
RU
NW
AY 9
/27
RUNWAY 5/23
TAXI
WAY
F
TAXI
WAY
G
TAXI
WAY
F
TAXIWAY E
TAXIWAY B
TAXIWAY A
TAXIWAY D
TAXIWAY C
SOUTH HANGARAREA
NORTH HANGARAREA
RUNWAY 35 END RUNWAY 17 END
RUNWAY 23 END
RUNWAY 5 END
RUNWAY 9 END
RUNWAY 27 END
TERMINAL BUILDING
LIGHTED RUNWAYCLOSURE CROSSPHASE 1
LIGHTED RUNWAYCLOSURE CROSS
PHASE 1
X
LIGHTED RUNWAYCLOSURE CROSS
PHASE 1
LIGHTED RUNWAYCLOSURE CROSS
PHASE 1
A
E
RUNWAY 17/35
KILG
ORE ROAD
XX
XX
XX
X
XXXX
XX
XX
X
XXXXXXXXX XXXXXXXXXXX
1
11 1
1
1
XXXXX
XXXXX
XXXXX
XXXXX
XXXXX1
1
1
1
1
THE CONTRACTOR SHALL INSTALL A TEMPORARYHAUL ROUTE TO CONNECT THE EXISTING
PERIMETER ROAD TO CONSTRUCTION AREA. THECOST SHALL BE INCIDENTAL TO ITEM NO. 1000400
MOBILIZATION AND GENERAL CONDITIONS.
AIRPORT GATE SHALL BE LOCKEDAT ALL TIMES OR A CONTRACTORSUPPLIED GATE GUARD SHALL BEPOSTED AT ENTRANCE
HAUL ROUTE
1 2
34
B
C
D
NOTES:
THE CONTRACTOR SHALL CONDUCT HAULING OPERATIONS AS SHOWN ON THE PHASING PLAN. EQUIPMENT SHALL REMAIN OUTSIDE OF ALL ACTIVE RUNWAY SAFETY AREAS, TAXIWAY OBJECT FREE AREAS.
THE CONTRACTOR IS RESPONSIBLE FOR DISABLING OF AIRFIELD ELECTRICAL CIRCUITS THAT ARE WITHIN THE PROJECT LIMITS AND AS NEEDED. SEE JUMPER PLAN, SHEET G-054
THE CONTRACTOR AND SUBCONTRACTORS' EMPLOYEES WORKING ON THE SITE OR ANY OTHER PERSON NEEDING SITE ACCESS WITHOUT ESCORT SHALL BE REQUIRED TO OBTAIN AN AIRPORT ISSUED BADGE. PERSONNEL WORKING IN THE SIDASECURE AREA WILL BE REQUIRED TO SUBMIT TO FINGERPRINTING AND A 10 YEAR CRIMINAL HISTORY CHECK. THE CONTRACTOR SHALL BE REQUIRED TO ASSIGN ONE INDIVIDUAL TO BE A SIGNATORY WHOM SHALL BE RESPONSIBLE FORCONTRACTOR BADGING WHICH INCLUDES PROCESSING BADGE APPLICATIONS, VERIFYING NEED FOR THE BADGE, AND COLLECT BADGE MEDIA FROM EMPLOYEES NO LONGER WORKING ON THE SITE, EMPLOYEES THAT NO LONGER WORK FOR THECONTRACTOR, OR AT THE CONCLUSION OF THE PROJECT. ADDITIONAL INFORMATION ON THE BADGING PROCESS CAN BE FOUND AT FLYAZO.COM CLICK AIRPORT INFO DROP DOWN THEN BADGING. BADGING SHALL BE PAID FOR UNDER ITEM NO.1000400 - MOBILIZATION AND GENERAL. CONDITIONS.
250'
TAXIWAY CLOSURE CROSS
AIRPORT DRIVE
PORTAGE ROAD
XXXXX
CONSTRUCTION AREA COORDINATES(MAX EQUIPMENT HEIGHT 25')
GROUNDELEVATION
860'860'863'864'
CORNER1234
LATITUDE N42° 13' 46.38"N42° 13' 47.86"N42° 13' 47.89"N42° 13' 46.41"
LONGITUDEW85° 32' 47.28"W85° 32' 47.32"W85° 32' 45.33"W85° 32' 45.29"
LEGEND
XXXXXXX
HAUL ROUTE
LOW-LEVELLIGHTEDBARRICADE
PERIMETERFENCE
PROJECTPHASE
ACTIVE OPERATIONAREA
RUNWAY 5-23RUNWAY 9-27RUNWAY 17-35
TAXIWAY
SAFETY AREA
SAFETYAREA WIDTH
150'120'500'118'
OBJECT FREEAREA WIDTH
240'300'800'186'
X
Runway Rehabilitation Project
Runway 17/35, the Airport’s air carrier runway, was last rehabilitated in 1998.
As current pavement approaches its end of life, the Airport has planned to rehabilitate the runway in June of 2019.
During much of this project, the Airport will be closed to commercial/airline traffic.
uProjected Start Date: June 10, 2019
uProjected Completion Date: June 26, 2019
ESTIMATED COST$5 Million
uFunded 90% by the Federal Aviation Administration’s Airport Improvement Program
u5% State of Michigan funds
u5% Airport funds.
17/35
KEY DATES
FUNDING DETAILS
WHAT’S HAPPENING?
WHAT SHOULD I DO?
Please work with your airline or travel partners when making your travel plans during this time.