3. Drawings - VGLZ 172042 Repair Runway.pdf
PDF 11 MB Posted
- Attached to
- VGLZ 172042 Repair Runway
- Solicitation number
- W50S8524B0001
About this file
This file describes a federal contract opportunity for runway repair work. The Department of the Army Michigan Army National Guard is soliciting bids under solicitation number W50S8524B0001 for repairs to VGLZ Runway 172042. Drawings detailing the repair work are provided in a 11MB PDF file. Bids are due by the date listed on the solicitation for runway repair services. The opportunity is set aside for small businesses. The contract award date and period of performance are to be determined.
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MILLING
DEPOSIT
AREA 2
PROPOSED RUNWAY
MILL/OVERLAY LIMITS
PROPOSED TAXIWAY
TEMPORARY
MARKINGS LIMITS
MILLING
DEPOSIT
AREA 1
TITLE SHEET
T100
SELFRIDGE ANG BASE MAPLOCATION MAP
BASE
SELFRIDGE AIR NATIONAL GUARD BASE
REPAIR RUNWAY
THE 127th WING, MICHIGAN AIR NATIONAL GUARD
CODE SUMMARY
APPLICABLE CODES AND STANDARDS
2012 INTERNATIONAL BUILDING CODE (IBC) T100 TITLE SHEET
REFERENCE
R-001 ENVIRONMENTAL AREAS OF CONCERN
CIVIL
C100 HAUL ROUTES AND MILLINGS DEPOSIT AREAS
C101 RUNWAY REPAIR LAYOUT PLAN
C201-C206 EXISTING SURVEY AND DEMOLITION PLAN
C301 TYPICAL CROSS SECTIONS
C401-C406 PROPOSED PLAN AND PROFILES
C500-C506 RUNWAY/ TAXIWAY B MARKING LAYOUT PLANS, DETAILS & NOTES
C601-C603 FULL DEPTH PAVEMENT REPAIR DETAIL & NOTES
C701-C702 TAXIWAYS H & J GRADING PLANS
C800 SHOULDER CRACK SURVEY PLAN
DRAWING INDEX
PROJECT NUMBER: VGLZ 172042
CONTRACT NUMBER: W912JB-13-D-4005
JANUARY 31, 2022
UNITED FACILITIES CRITERIA (UFC)
UNITED FACILITIES GUIDE SPECIFICATIONS (UFGS)
Feet 0 4,000 8,000
NORTH
NOT TO SCALE
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
HOT
U G
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COPYRIGHT 1999 - FIREHOUSE DESIGNS
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AVIS PROPERTY
STATIONARY RANGE
MOVING TARGET
MG RANGE
AIR TO GROUND
WATER RANGE
AIR TO GROUND
S U
B M
G R
A N
G E
P
IS
T O
L R A
N G
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IFLE
R
A N
G E
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D A
N A
N C
E A
R E
A
BLDG 697
BLDG 698
BLDG 699
BLDG 505
BLDG 506
MAGAZINES
BLDG 360
1940'S
SKEET RANGE
AUST-AOC
AUST-AOC
SITE 15
SITE 28
AOC-T
OF2-AOC
1533-AOC
AR1-AOC
AR5-AOC
SOUTHWEST
LANDFILL
SITE 1
SITE 2
FTA-2
SSR-AOC
S
IT
E
- W . P
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IM
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T E
R R
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FTA-3
S0002-AOC
1576-AOC
S0001-AOC
SITE 3
FTA-1
S
IT
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F1445-AOC
AWT-
AOC
SITE 35
SLUDGE APPLICATION AREA
AR6-AOC & 1679 AOC
AR2-AOC & 1673 AOC
SITE 36
SLUDGE APPLICATION AREA
SITE 9
DRMO-AOC
SITE 9
OF5-AOC
SITE 22
ETC-AOC
C16-AOC
SITE 26
SITE 4
CRF-AOC
SITE 32
SITE 17
COAL STOR.
SITE 10
SITE 33
SITE 21
AOC-N
CYS-AOC
SITE 19
SITE 18
SITE 29
SITE 31
BSAR-AOC
TWS-AOC
FIB-AOC SITE 14
OF4-AOC
OSA-AOC
NORTHWEST
SITE 6
LANDFILL
F1017
1001-AOC
1051-AOC
SITE 30
-AOC
SITE 7
SITE 16
SITE 23
SITE 24
SITE 25
SITE 12
OF3-AOC
SITE 37
SITE 20 SITE 11
134 LUST
AREA 6
AREA 1A
AREA 1B
ARMY AREA 3/
AREA 10
AREA 4
AREA 7
AREA 8B
AREA 9
AREA 12
AREA 11
SITE 13
E S
H L-
A O
C
WSHL-AOC
SITE 37
TUCKER CREEK LANDFILL
SITE 5
RRT-AOC
WSHL-AOC
170 LUST
ESHL-AOC
AREA 2 & 8A
MADSS-AOC
MSSS-AOC
FADS-AOC
FADS-AOC
MSSS-AOC
781 LUST
1425-AOC
1429-AOC
1420-AOC
1492-AOC
6427-AOC
698-AOC
200 HSNG-AOC
400 HOUSING-AOC
OF1-AOC
1436-AOC
RIFLE RANGE
CLAY PIGEON TRAP SITE
AREA 5
SITE 34
903 MARINA DREDGING SPOILS
700 MARINA DREDGING SPOILS
MACRAY MARINA DREDGING SPOILSOF2-AOC
S
IT
E
- W . P
E R
IM
E
T E
R R
D
EAST RAMP ACCESS
EAST POL AOC
RRT-AOC
RRT-AOC
RRT-AOC
ARMY AREA 3 ANNEX
162-AOC
1466-AOC
LTSR AOC
2017 AST AOC
1401-AOC
BLDG 1461 - USCG
HANGER (PRL 6)
BLDG 1422 - DHS
HANGER (PRL 8)
BLDG 1416 - ARMY NATIONAL
GUARD HANGER (PRL 7)
BLDG 1401 - USCG
HANGER (PRL 5)
GRAINAGE BASIN 1420/
OUTFALL 006A (PRL 26)
BLDG 1436 - DHS
HANGER (PRL 9)
C-16-AOC (PRL 6)
WEST RAMP
(PRL 16)
IRP SITE 2 (FIRE
TRAINING AREA #2)
(PRL 1)
IRP SITE 15 (FIRE
TRAINING AREA #3)
(PRL 3)
IRP SITE 3 (FIRE
TRAINING AREA #1)
(PRL 2)
IRP SITE 9 SLUDGE
APPLICATION AREA (PRL 28)
WET WELL/ DRAINAGE
BASIN 508 (PRL 28)
IRP SITE 9 SLUDGE
APPLICATION AREA (PRL 28) SLUDGE DRYING BEDS (PR 27)
BLDG 501 - FORMER WASTEWATER
TREATMENT PLANT (PR 11)
EAST RAMP
(PRL 15)
WET WELL/ DRAINAGE
BASIN 340 (PRL 20)
FORMER BLDG 33 - FIRE DPT.
(PRL 20)
BLDG 154 - FUEL SYSTEM
REPAIR (PRL 4)
FORMER BLDG 176 - VEHICLE
MAINTENANCE (PRL 18)
BLDG 859 - FIRE DEPT.
(PRL 10)
BLDG 105 - SUPPLY
(PRL 4)
WET WELL/ DRAINAGE
BASIN 980 (PRL 23)
WET WELL/ DRAINAGE
BASIN 990 (PRL 24)
AIRCRAFT CRASH
SITES (PRL 25)
NOZZLE TESTING
AREA (PRL 12)
CRF-AOC (PRL 14)
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
ENVIRONMENTAL SITES
ENVIROMENTAL
AREAS OF
CONCERN
REF-01
A G
N
D G
R
A N
E A
E
A E
N
N
MILLING
DEPOSIT
AREA 2
SOUTH
GATE
J0Y RD
GATE
X
X
MILLING
DEPOSIT
AREA 1
HAUL ROUTES
AND
MILLINGS DEPOSIT
AREAS
C100
HAUL ROUTES AND MILLINGS DEPOSIT AREAS
Feet 0 1,200 2,400
NORTH
PROPOSED RUNWAY
MILL/OVERLAY LIMITS
TEMPORARY CLOSURE
BARRICADE LOCATIONS
TEMPORARY CLOSURE
BARRICADE LOCATIONS
CONSTRUCTION
ENTRY POINTS
PLACE TEMPORARY
CLOSURE X MARKINGS PER
UFC 3-260-04, FIGURE 8.1
PROPOSED RUNWAY
MILL/OVERLAY LIMITS
MILLING DEPOSIT AREA CONTRACTOR
RESPONSIBLE FOR MAINTENANCE OF
PILE HEIGHT AND SPREADING MILLINGS
(MILLINGS DEPOSIT AREAS ARE
ACCURATE AT PLAN GENERATION BUT
MAY NEED TO BE REASSESSED AFTER
PROJECT AWARD BASED ON BASE
SESC PERMIT REQUIREMENTS)
X
TEMPORARY LIGHTED X PLACED BY
CONTRACTOR AT CURRENT RUNWAY
NUMBER LOCATION.
PER FAA AC 150/5340-1 AND
FAA AC 150/5345-55
TEMPORARY HAUL ROAD
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
NOTE:
TAXIWAY L AND TAXIWAY G CANNOT
BE CLOSED AND USED AS A HAUL
ROAD SIMULTANEOUSLY, ONE MUST
REMAIN OPEN AT ALL TIMES
LEGEND
NOTE:
CONTRACTOR IS RESPONSIBLE FOR
PAYING FOR SECURITY AT SOUTH
GATE CONSTRUCTION ENTRANCE.
REMOVE RUNWAY
DESIGNATOR NUMBER
MARKINGS PRIOR TO
RUNWAY CLOSURE
REMOVE RUNWAY
DESIGNATOR NUMBER
MARKINGS PRIOR TO
RUNWAY CLOSURE
BASE ESCORT
REQUIRED FOR ALL
WORK PERFORMED
WITHIN AIRFIELD LIMITS
CP 100
CP 101
CP 102
CP 103
CP 104
CP 105
CP 106
CP 107
CP 108
CP 109
CP 110
CP 111
CP 112
CP 113
CP 114
SH
EE
TS
C
C
SH
EE
TS
C
C
SH
EE
TS
C
C
SH
EE
TS
C
C
SH
EE
TS
C
C
C16 AOC
CONSTRUCTION
ENTRY POINT
KC-G
KC-H
KC-J
KC-L
KC-M
KC-K
KC-I
SH
EE
TS
C
C
CP 200
CP 201
BM 7225
BM 6188
MILLING
DEPOSIT
AREA 4
MILLING
DEPOSIT
AREA 1
CRF AOC
SITE LEGEND
SOIL BORING
CONTROL POINT
MATCHLINE
MILL EX. ASPHALT
KC-X
BENCH MARKS
BM
Elevation
579.07
578.30
LOCATION
CHISLED "X" ON CONC. LIGHT BASE
CHISLED "X" ON CONC. LIGHT BASE
CONTROL POINTS
Point #
Northing
407116.04
406674.84
407742.58
408173.01
408565.83
408941.31
409346.32
409702.96
410016.58
410342.89
410748.42
411035.92
411305.30
411517.57
412008.22
408217.42
408113.82
Easting
13535274.72
13535276.70
13535289.34
13535291.04
13535294.49
13535296.14
13535300.66
13535304.47
13535304.21
13535305.30
13535314.03
13535312.60
13535321.13
13535329.08
13535333.48
13534791.28
13534795.90
Elevation
577.83
578.11
578.03
577.16
577.15
577.20
576.86
578.80
576.80
576.52
576.87
577.33
577.40
577.10
577.52
578.28
578.21
NORTH
RUNWAY FULL
DEPTH REPAIR
LAYOUT PLAN
C101 Feet
0 600 1200
MILLINGS DISPOSAL NOTE:
"THIS RISK OF THE SITE CONTAINING CONTAMINATED SOIL EXISTS AND ACTIVE REMEDIATION INVESTIGATION IS ON-GOING; THEREFORE, THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE
AT THIS LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY REMAIN WITHIN THE AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION RESTORATION (MULCH MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS." SEE SHEET T100 FOR MILLING DEPOSIT SITE LOCATION. CONTRACTOR IS RESPONSIBLE FOR SPREADING
MILLINGS IN THE APPROVED MILLINGS DEPOSIT AREAS.
CRF-AOC CRASH SITE NOTE:
"THE CONTAMINATED SOIL AT THIS LOCATION CONTAINS STATE REGULATED MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY SOIL MEDIA RELOCATION RESTRICTIONS; THEREFORE, PROPER SOIL
MANAGEMENT AND COORDINATION WITH THE ENVIRONMENTAL MANAGEMENT OFFICE AT THIS
LOCATION IS REQUIRED. SOIL FROM THIS LOCATION SHALL BE PROPERLY DISPOSED TO A LICENSED LANDFILL IF REMOVED FROM THE SITE (INCLUDING SOIL CHARACTERIZATION ANALYTICAL TESTING AND ENVIRONMENTAL OFFICE ANALYTICAL RESULTS REVIEW) OR SOIL MAY REMAIN WITHIN THE
AREA OF CONCERN DELINEATED BOUNDARIES, COVERED WITH TOPSOIL, AND SITE VEGETATION
RESTORATION (MULCH MATTING AND SEEDING) MUST OCCUR, AS SOIL DISTURBED AREAS."
GENERAL NOTES:
1. NO SOIL IS EXPECTED TO BE DISTURBED DURING EXECUTION OF THIS PROJECT. SELFRIDGE HAS
DESIGNATED MILLINGS DEPOSIT AREAS 1 AND 4 AS THE PREFERRED SITES FOR THE RUNWAY
PROJECT. CONTRACTOR TO COORDINATE WIT COR AS TO WHICH DEPOSIT AREA TO USE.
CONTRACTOR IS RESPONSIBLE FOR LABOR AND EQUIPMENT TO SPREAD MILLINGS. MILLINGS
STAGING PILE CANNOT EXCEED THE HEIGHT OF ADJACENT TREETOPS. CONTRACTOR SHALL
BECOME FAMILIARIZED WITH MILLINGS STAGING AREA PRIOR TO BID SUBMITTAL. PLACE TOPSOIL
AND SEED IF MILLINGS DISPOSAL SITE GRASS IS DAMAGED.
2. ENTIRE RUNWAY (150' WIDTH) TO BE MILLED, FILLED, AND RESTRIPED IN ACCORDANCE WITH UFC
3-260-04 16 MAY 2018.
3. CONTRACTOR TO NOTIFY BASE COMMUNICATIONS TO MARK UTILITIES PRIOR TO START OF
CONSTRUCTION ACTIVITIES
FULL DEPTH
REPAIR AREA
NO. 1
FULL DEPTH
REPAIR AREA
NO. 2
FULL DEPTH
REPAIR AREA
NO. 3
FULL DEPTH REPAIR AREA 1
· APPEARS TO BE A PREVIOUS REPAIR AREA
· WIDENED CENTER CRACK SOUTH OF CONCRETE/ASPHALT INTERFACE AND A CRACK AT
INTERFACE
· PROPOSING 35' WIDE PAVEMENT SOUTH OF INTERFACE FULL DEPTH AND 150' RUNWAY WIDTH
REPAIR PER CURRENT DESIGN. SAWCUT/REMOVE 12" OF CONCRETE FULL DEPTH/WIDTH
REMOVAL/REPAIR AT INTERFACE TO REMOVE POTENTIAL EXISTING DOWELS
· UFC 3-260-02 FIGURE 12-36 RIGID-FLEXIBLE PAVEMENT JUNCTION DETAIL REPAIR IS PROPOSED
FOR THIS AREA. SEE SHEET C-601.
· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT SHOULDER
OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT DURING REPAIR.
· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO SHOULDER
PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603
· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C601 & C603
FULL DEPTH REPAIR AREA 2
· NOT BELIEVED TO BE ASSOCIATED WITH PREVIOUS REPAIR
· CONTRACTOR TO PROTECT UNDERDRAIN.
· 47.2' FULL DEPTH AND 150' RUNWAY WIDTH REPAIR 20' TO NORTH TO ENCOMPASS SPEED
BUMP AND 15' TO THE SOUTH OF CRACKING (TOTAL 35' WIDE)
· ACC TO ACC FULL DEPTH REPAIR DETAIL IS PROPOSED FOR THIS LOCATION
· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT
SHOULDER OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT
DURING REPAIR.
· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO
SHOULDER PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603
· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C602 & C603
FULL DEPTH REPAIR AREA 3
· NOT BELIEVED TO BE ASSOCIATED WITH PREVIOUS REPAIR
· 75.3' WIDE FULL DEPTH AND 150' RUNWAY WIDTH REPAIR TO COVER DISTRESSED AREA
· SAWCUT FULL DEPTH AC PAVEMENT AT RUNWAY/SHOULDER INTERFACE, PROTECT SHOULDER
OUTSIDE OF FAILURE AREAS WITH BONDBREAKER AND TEMPORARY SUPPORT DURING REPAIR.
· REPAIR SHOULDER 10' WIDE CENTERED OVER THE CRACK APPROXIMATELY 9' INTO SHOULDER
PER SHEETS C201 AND C601 AND PER DETAIL 3 ON SHEET C603
· FOR PAVEMENT CRACK REPAIRS SEE DETAILS ON SHEET C602 & C603
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
CP 113
CP 114
SB-E
MATCHLINE SHEETS C201 & C401
STORM MANHOLE
RIM 579.44
MATCHLINE SHEETS C202 & C402
STORM MANHOLE
RIM 579.50
579.38
PAVEMENT FAILURE
STA. 0+27.1
150.0'
RUNWAY WIDTH
PAVEMENT FAILURE
STA. 0+13.6
PAVEMENT FAILURE
STA. 0+13.5
PAVEMENT FAILURE
STA. 0+10.4
PAVEMENT FAILURE
STA. 6+74.6
PAVEMENT FAILURE
STA. 6+62.4
KC-J KC-M
KC-K
MILL 6.25" OF ASPHALT
OVERLAY OVER CSB/RCB
(3 LIFTS)
15.2'14.1'
FULL DEPTH REPAIR
AREA NO. 2
STA.6+42.4 - 6+89.6
FULL DEPTH REPAIR AREA
NO. 1 STA. 0-00+35+00
CONTRACTOR TO PROTECT
UNDERLYING STORM SEWER
LINE IN REPAIR AREA
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CP 113
580.06580.12
580.18 580.08
580.06580.14
580.16 580.06
580.09580.16
580.14 580.03
CP 114
580.07580.10
580.10 580.03
580.05580.13
580.17 580.03
580.02580.18
580.16 580.00
580.06580.06
580.11 580.14
580.12580.08
580.10 580.12
SB-E
MATCHLINE SHEETS C201 & C401
0+00
1+00
1+99
STORM MANHOLE
RIM 579.44
MATCHLINE SHEETS C202 & C402
A
B
D
A
B
D
STORM MANHOLE
RIM 579.50
PAVEMENT FAILURE
STA. 0+27.1
150.0'
RUNWAY WIDTH
PAVEMENT FAILURE
STA. 0+13.6
PAVEMENT FAILURE
STA. 0+13.5
PAVEMENT FAILURE
STA. 0+10.4
PAVEMENT FAILURE
STA. 6+74.6
PAVEMENT FAILURE
STA. 6+62.4
KC-J KC-M
KC-K
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+
15.2'14.1'
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
KC-X
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 0+00 - 8+25
C201 Feet
0 100 200
DEMOLITION PLAN
STA. 0+00 - 8+25
EXISTING SURVEY PLAN
STA. 0+00 - 8+25
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
CP 110
STORM MANHOLE
RIM 579.53
CP 111
CP 112
CP 113
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C202 & C402
MATCHLINE SHEETS C201 & C401
BM 6188
579.47
℄ 580.68
℄ 580.71
℄ 580.69
℄ 580.74
℄ 580.71
579.46 ℄ 580.72
MATCHLINE SHEETS C202 & C402
TAXIWAY 'L'
TAXIWAY 'J'
PAVEMENT FAILURE
STA.11+74.4
PAVEMENT FAILURE
STA.12+04.7
KC-I
MILL 6.25" OF ASPHALT
OVERLAY OVER CSB/RCB
(3 LIFTS)
MILL TAXIWAY TO EXISTING PAVEMENT
EDGE FROM 2020 PROJECT
150.0'
RUNWAY WIDTH
15.6'14.3'
SEE SHEET C-701 FOR
TAXIWAY DETAIL
BM 6188
577.79
577.84577.86
578.15
577.80 577.98
577.96 578.29
578.23
578.57
578.50 578.86
578.80
579.37
579.40
579.43579.66
579.72
579.71
579.69
579.68
FULL DEPTH REPAIR AREA
NO. 3 STA. 11+51.9 - 12+27.2
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF FULL
DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CP 110
580.10 580.10
580.13580.04
580.06 580.23
580.11580.07
580.06 580.11
580.09580.07
580.24 580.07
STORM MANHOLE
RIM 579.53
580.05580.08
580.24 580.10
CP 111
580.09580.08
580.15 580.06
580.09580.10
580.14 580.06
580.04580.11
580.18 580.01
CP 112
CP 113
580.08580.16
580.13 580.06
580.06580.12
580.18 580.08
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C202 & C402
MATCHLINE SHEETS C201 & C401
BM 6188
579.47
℄ 580.68
℄ 580.71
℄ 580.69
℄ 580.74
℄ 580.71
579.46 ℄ 580.72
0+00
1+00
1+99
MATCHLINE SHEETS C202 & C402
D
C
D
C
TAXIWAY 'L'
TAXIWAY 'J'
PAVEMENT FAILURE
STA.11+74.4
PAVEMENT FAILURE
STA.12+04.7
KC-I
8+
9+
9+
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
150.0'
RUNWAY WIDTH
15.6'14.3'
BM 6188
577.79
578.17
577.84577.86
578.15
577.80 577.98
578.21
577.96 578.29
578.46
578.23
578.57
578.62
578.50 578.86
578.92
578.80
579.37
579.40
579.43579.66
579.72
579.71
579.69
579.68
0+00 1+00 2+00 2+50
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
MILL EX. TAXIWAY
ASPHALT OVERLAY
KC-X
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 8+25-18+25
C202 Feet
0 100 200
EXISTING SURVEY PLAN
STA. 8+25 - 18+25
DEMOLITION PLAN
STA. 8+25 - 18+25
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C202 & C402
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C204 & C404
MILL 6.25" OF ASPHALT
OVERLAY OVER
CSB/RCB (3 LIFTS)
150.0'
RUNWAY WIDTH
15.6'14.3'
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
580.12580.10
580.09 580.13
580.14580.11
580.10 580.14
CP 107
580.15580.12
580.12 580.17
580.19580.12
580.11 580.14
580.11580.13
580.15 580.13
CP 108
580.14580.15
580.14 580.16
580.11580.14
580.11 580.14
580.12580.12
580.14 580.13
CP 109580.03580.12
580.10 580.08
580.09580.10
580.10 580.10
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C202 & C402
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C204 & C404
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
150.0'
RUNWAY WIDTH
15.6'14.3'
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
KC-X
C203
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 18+25 - 28+50
Feet 0 100 200
EXISTING SURVEY PLAN
STA.18+25 - 28+50
DEMOLITION PLAN
STA.18+25 - 28+50
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C205 & C405
KC-H
MILL 6.25" OF ASPHALT
OVERLAY OVER CSB/RCB
(3 LIFTS)
150.0'
RUNWAY WIDTH
15.4'14.3'
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CP 104
580.20580.30
580.29 580.18
580.19580.28
580.28 580.19
580.21580.28
580.27 580.16
580.21580.27
580.24 580.20
CP 105
580.23580.19
580.24 580.18
580.17580.16
580.17 580.16
580.16580.15
580.13 580.17
580.17580.18
580.17 580.10
CP 106
580.17 580.15
580.12 580.14
580.14580.11
580.10 580.14
MATCHLINE SHEETS C203 & C403
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C205 & C405
KC-H
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
150.0'
RUNWAY WIDTH
15.4'14.3'
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
KC-X
C204
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 28+50 - 38+75
Feet 0 100 200
DEMOLITION PLAN
STA. 28+50 - 38+75
EXISTING SURVEY PLAN
STA. 28+50 - 38+75
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
SB-A
SB-B
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C205 & C405
BM 7225
MATCHLINE SHEETS C205 & C405
MATCHLINE SHEETS C206 & C406
TAXIWAY 'H'
MID FIELD ACCESS ROAD
KC-GKC-L
MILL 6.25" OF
ASPHALT OVERLAY
OVER CSB/RCB (3
LIFTS)
MILL TAXIWAY TO EXISTING PAVEMENT
EDGE FROM 2020 PROJECT
150.0'
RUNWAY WIDTH
14.9'14.8'
BM 7225
SEE SHEET C-702 FOR
TAXIWAY DETAIL
MID FIELD ACCESS ROAD
577.80 577.95 578.18 578.46 578.68
579.21
579.43
579.55579.87
579.86
579.84
579.86
579.88
579.91579.64
579.60
579.32
578.85578.64578.40578.13577.90577.80
578.20
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CAUTION
APPROX. LOCATION OF COMM.
DUCT BANK, ±60" DEPTH
CAUTION
APPROX. LOCATION OF COMM.
DUCT BANK, ±60" DEPTH
580.39 580.34
580.37580.40
580.34 580.34
580.32580.36
580.35 580.31
CP 102
580.32580.35
580.36 580.36
580.36580.38
580.31 580.32
579.36580.29580.32
580.35 580.30
580.25580.32
580.33 580.26
CP 103580.26580.30
580.29 580.24
580.23580.31
580.27 580.21
580.22580.27
580.26 580.23
580.20580.30
SB-A
SB-B
MATCHLINE SHEETS C204 & C404
MATCHLINE SHEETS C205 & C405
BM 7225
579.59
579.51
℄ 580.94
℄ 580.92
℄ 580.94
℄ 580.92
℄ 580.89
℄ 580.93
℄ 580.91
MATCHLINE SHEETS C205 & C405
MATCHLINE SHEETS C206 & C406
TAXIWAY 'H'
MID FIELD ACCESS ROAD
KC-GKC-L
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
150.0'
RUNWAY WIDTH
14.9'14.8'
CP 200
CP 201
BM 7225
MID FIELD ACCESS ROAD
577.80 577.95 578.18 578.46 578.68
579.21
579.43
579.55579.87
579.86
579.84
579.86
579.88
579.91579.64
579.60
579.32
578.85578.64578.40578.13577.90577.80
578.20 578.27 578.39 578.61 578.81 578.96
579.44
579.52
579.46
0+00 1+00 2+00 2+50
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
MILL EX. TAXIWAY
ASPHALT OVERLAY
KC-X
C205 Feet
0 100 200
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 38+75 - 48+75
DEMOLITION PLAN
STA. 38+75 - 48+75
EXISTING SURVEY PLAN
STA. 38+75 - 48+75
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
SB-A
0 58
MATCHLINE SHEETS C205 & C405
MATCHLINE SHEETS C206 & C406
MATCHLINE SHEETS C206 & C406
MILL 6.25" OF ASPHALT
OVERLAY OVER CSB/RCB
(3 LIFTS)
150.0'
RUNWAY WIDTH
14.7'15.0'
RUNWAY: 150.00'
(OVERALL WIDTH)
AS
PH
AL
T
SH
OU
LD
ER
AS
PH
AL
T
SH
OU
LD
ER
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CONTRACTOR TO PROTECT
SHOULDER OUTSIDE OF
FULL DEPTH REPAIR AREAS
CP 100
CP 101
580.62580.50
580.57 580.51
580.47580.49
580.44 580.44
580.45580.47
580.48 580.43
580.41580.44
580.44 580.46
580.40580.42
579.92
579.94 579.81
579.86 579.95
580.41 580.42
580.42580.43
580.42 580.38
580.39580.40
580.36 580.37
579.86 579.83
579.95
579.91 579.85
580.38580.38
580.39 580.34
SB-A
0 58
MATCHLINE SHEETS C205 & C405
MATCHLINE SHEETS C206 & C406
MATCHLINE SHEETS C206 & C406
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
150.0'
RUNWAY WIDTH
14.7'15.0'
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MILL EX. RUNWAY
ASPHALT OVERLAY
KC-X
C206
EXISTING SURVEY
AND
DEMOLITION PLAN
STA. 48+75 - 57+00
Feet 0 100 200
DEMOLITION PLAN
STA. 48+75 - 57+00
EXISTING SURVEY PLAN
STA. 48+75 - 57+00
NORTH
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
LEGEND
MILL EX. ASPHALT OVERLAY
ASPHALT
RDM BASE
RUBBILIZED CONCRETE BASE
(RCB)
CEMENT STABILIZED BASE
(CSB)
CROSS SECTION A-A
1.3% - 1.8%1.3% - 1.8%
TYPICAL CROSS SECTION
DETAIL
150.0' WIDTH
MILL 6.25" ASPHALT AND OVERLAY WITH 6.25" ASPHALT
(3 LIFTS) OVER CEMENT STABILIZED BASE
FULL DEPTH REPAIR AREA No. 1
15.0' 15.0'
NTS
NOTES:
1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.
2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.
10"-18" RUBBILIZED CONCRETE
BASE TO REMAIN INTACT
EXISTING GRADE
2" HOT MIX ASPHALT (HMA) COURSE
2" HOT MIX ASPHALT SURFACE LIFT
TO ACHIEVE GRADE AT CENTERLINE
1" MIN. EXISTING ASPHALT TO
REMAIN IN PLACE ABOVE EXISTING
CEMENT STABILIZED BASE AFTER
MILLING PROCESS IF ASPHALT TO
BE MILLED IS GREATER THAN 6.25"
IN DEPTH. MILL TO FULL DEPTH IF
LESS THEN 1" IS REMAINING.
UNDISTURBED
SUBGRADE
TACK COAT APPLIED BETWEEN LAYERS, AS SHOWN
6" CEMENT STABILIZED BASE
2.25" HOT MIX ASPHALT (HMA) COURSE
SHOULDER TO BE
PROTECTED OUTSIDE OF
FULL DEPTH REPAIR AREAS
6"-7" ASPHALT PAVEMENT
1.3% - 1.8%1.3% - 1.8%
MILL 6.25" ASPHALT AND OVERLAY
WITH 6.25" ASPHALT (3 LIFTS) OVER
CEMENT STABILIZED BASE
REPAIR SHOULDER
SEE DETAIL 3, SHEET C603
(TYP. BOTH SIDES)
6" CEMENT
STABILIZED BASE
COMPACTED
RDM BASE
EX. RUBBILIZED
CONCRETE BASE
2 LAYERS OF GEOGRID
CROSS SECTION B-B
CROSS SECTION C-C
1.3% - 1.8%1.3% - 1.8%
FULL DEPTH REPAIR AREA No. 2
FULL DEPTH REPAIR AREA No. 3
NOTES:
1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.
2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.
NOTES:
1.) EXISTING ASPHALT VARIES FROM 6"-7". EXISTING RUBBILIZED CONCRETE BASE VARIES FROM 10"-18" THICK.
2.) SEE SHEET C602 FOR FULL DEPTH PAVEMENT REPAIR DETAIL.
MILL 6.25" ASPHALT AND OVERLAY
WITH 6.25" ASPHALT (3 LIFTS) OVER
CEMENT STABILIZED BASE
REPAIR SHOULDER
SEE DETAIL 3, SHEET C603
(TYP. BOTH SIDES)
6" CEMENT
STABILIZED BASE
COMPACTED
RDM BASE
EX. RUBBILIZED
CONCRETE BASE
2 LAYERS OF GEOGRID
1.3% - 1.8%1.3% - 1.8%
MILL 6.25" ASPHALT AND OVERLAY
WITH 6.25" ASPHALT (3 LIFTS) OVER
CEMENT STABILIZED BASE
6" CEMENT
STABILIZED BASE
COMPACTED
RDM BASE
REPAIR SHOULDER
SEE DETAIL 3, SHEET C603
(TYP. BOTH SIDES)
EX. RUBBILIZED
CONCRETE BASE
2 LAYERS OF GEOGRID
RUNWAY CROSS
SECTIONS
C301 http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
579.16 579.39
0.
0.
579.27
8.
9.
579.41
0.
0.
579.51 579.21579.14
9.
0.
0.
579.36
578.9957 9.
579.32
0.
0.
579.39 579.06579.10
579.36
0.
0.
579.42
8.
9.
579.34
0.
0.
579.47 579.10579.12
579.43
0.
0.
579.34
8.
9.
579.34
0.
0.
579.38 578.99579.18
579.46
0.
0.
579.51
8.
8.
0.
0.
9.
578.98578.94
579.44
0.
0.
579.22
8.
8.
579.26
0.
0.
579.34 579.09578.96
579.35
0.
0.
579.28
8.
8.
579.35
0.
0.
579.38 579.20
579.26
580.10
0.
579.39
579.04 579
579579
ST
OR
M M
AN
HO
LE
RI
M
.4
9.
A B
A B
ST
OR
M
M
AN
HO
LE
RI
M
.5
579.38
KC-J
KC-M
KC-K
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
PROP. 580.64 PROP. 580.64 PROP. 580.65 PROP. 580.68 PROP. 580.68 PROP. 580.63 PROP. 580.58 PROP. 580.66 PROP. 580.66 PROP. 580.65 PROP. 580.66 PROP. 580.67 PROP. 580.68 PROP. 580.69 PROP. 580.71 PROP. 580.75 PROP. 580.76
EX
./P
R . 5
.6
EX
./P
R . 5
.5
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.5
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
RDM BASE
CEMENT STABILIZED BASE
(CSB)
PROPOSED
SITE PLAN AND
PROFILE
STA. 0+00 - 8+25
C401
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
SITE PLAN
STA. 0+00 - 8+25
PROFILE
STA. 0+00 - 4+50
PROFILE
STA. 4+50 - 8+25
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
N O
R T
H
50 1000
FEET
50 1000
FEET
Feet 0 100 200
PAVEMENT FAILURE
STA. 6+74.6
PAVEMENT FAILURE
STA. 6+62.4
PAVEMENT FAILURE
STA. 0+13.6
PAVEMENT FAILURE
STA. 0+10.4
PAVEMENT FAILURE
STA. 0+13.5 PAVEMENT FAILURE
STA. 0+27.1
ASPHALT SHOULDER
ASPHALT SHOULDER
FULL DEPTH REPAIR
AREA NO. 2 STA.
6+42.4 - 6+89.6
FULL DEPTH
REPAIR AREA NO. 1
STA.0.00 - 0+35.0
CONTRACTOR TO PROTECT UNDERDRAIN
FULL DEPTH
REPAIR AREA NO. 1
STA.0.00 - 0+35.0
FULL DEPTH REPAIR
AREA NO. 2 STA.
6+42.4 - 6+89.6
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
ST
OR
M M
AN
HO
LE
RI
M
.5
MA
TC
HL
IN
E
SH
EE
TS
C
3 & C
MA
TC
HL
IN
E
SH
EE
TS
C
2 & C
MA
TC
HL
IN
E
SH
EE
TS
C
1 & C
BM 6188
9.
.6
.7
.6
.7
.7
9.
.7
0+
1+
1+
579579
MA
TC
HL
IN
E
SH
EE
TS
C
2 & C
D C
D C
KC-I
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
PROP. 580.76 PROP. 580.75 PROP. 580.74 PROP. 580.72 PROP. 580.68 PROP. 580.74 PROP. 580.72 PROP. 580.73 PROP. 580.67 PROP. 580.63 PROP. 580.63 PROP. 580.64 PROP. 580.65 PROP. 580.62 PROP. 580.64 PROP. 580.66 PROP. 580.70 PROP. 580.72 PROP. 580.68 PROP. 580.67 PROP. 580.70
BM 6188
7.
7.
7.
8.
7.
7.
7.
8.
8.
8.
8.
8.
8.
9.
9.
9.
9.
9.
9.
9.
9.
0+
1+
2+
2+
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
RDM BASE
CEMENT STABILIZED BASE
(CSB)
C402
PROPOSED
SITE PLAN AND
PROFILE
STA. 8+25 - 18+25
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
RUNWAY: 150.0'
(OVERALL WIDTH)
SITE PLAN
STA. 8+25 - 18+25
PROFILE
STA. 8+25 - 13+00
PROFILE
STA. 13+00 - 18+25
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
Feet 0 100 200
N O
R T
H
50 1000
FEET
50 1000
FEET
PAVEMENT FAILURE
STA. 12+04.7
PAVEMENT FAILURE
STA. 11+74.4
ASPHALT SHOULDER
ASPHALT SHOULDER
FULL DEPTH REPAIR AREA NO. 3
STA. 11+51.9 - 12+27.2
FULL DEPTH REPAIR
AREA NO. 3 STA.
11+51.9 - 12+27.2
SEE SHEET C-701 FOR
TAXIWAY J DETAILSPROPOSED ASPHALT OVERLAY OVER
RIGID CONCRETE PAVEMENT
(VARIABLE DEPTH)
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
SB-D
MA
TC
HL
IN
E
SH
EE
TS
C
3 & C
MA
TC
HL
IN
E
SH
EE
TS
C
2 & C
MA
TC
HL
IN
E
SH
EE
TS
C
3 & C
MA
TC
HL
IN
E
SH
EE
TS
C
4 & C
SB-F
18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
PROP. 580.70 PROP. 580.66 PROP. 580.62 PROP. 580.69 PROP. 580.70 PROP. 580.68 PROP. 580.73 PROP. 580.77 PROP. 580.75 PROP. 580.71 PROP. 580.73 PROP. 580.75 PROP. 580.71 PROP. 580.68 PROP. 580.68 PROP. 580.69 PROP. 580.74 PROP. 580.74 PROP. 580.68 PROP. 580.68 PROP. 580.70 PROP. 580.71
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.6
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
CEMENT STABILIZED BASE
(CSB)
C403
PROPOSED
SITE PLAN AND
PROFILE
STA. 18+25 - 28+50
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
RUNWAY: 150.0'' (OVERALL WIDTH)
SITE PLAN
STA. 18+25 - 28+50
PROFILE
STA. 18+25 - 23+00
PROFILE
STA. 23+00 - 28+50
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
Feet 0 100 200
N O
R T
H
50 1000
FEET
50 1000
FEET
ASPHALT SHOULDER
ASPHALT SHOULDER
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
579.48579.64579.51
579.46 579.53
579.44579.50
579.40579.43
579.61
579.46 579.45
579.44579.58
579.46579.41
579.51 579.54
579.42579.40
579.51
579.44579.36
579.46579.42
579.40579.36
579.44579.60
579.41579.30
579.38
579.33579.40
579.44579.55
579.45579.36
MA
TC
HL
IN
E
SH
EE
TS
C
3 & C
MA
TC
HL
IN
E
SH
EE
TS
C
4 & C
MA
TC
HL
IN
E
SH
EE
TS
C
4 & C
MA
TC
HL
IN
E
SH
EE
TS
C
5 & C
579579
579.43
579.53
579.50
579.54
KC-H
28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50
38+00
38+50 39+00
PROP. 580.70 PROP. 580.71 PROP. 580.67 PROP. 580.67 PROP. 580.66 PROP. 580.69 PROP. 580.69 PROP. 580.70 PROP. 580.76 PROP. 580.71 PROP. 580.79 PROP. 580.79 PROP. 580.78 PROP. 580.85 PROP. 580.85 PROP. 580.86 PROP. 580.86 PROP. 580.87 PROP. 580.88 PROP. 580.88 PROP. 580.85 PROP. 580.87
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.6
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.7
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.7
EX
./P
R . 5
.8
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.7
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
CEMENT STABILIZED BASE
(CSB)
C404
PROPOSED
SITE PLAN AND
PROFILE
STA. 28+50 - 38+75
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
RUNWAY: 150.0'' (OVERALL WIDTH)
SITE PLAN
STA. 28+50 - 38+75
PROFILE
STA. 28+50 - 33+00
PROFILE
STA. 33+00 - 38+75
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
Feet 0 100 200
N O
R T
H
FEET
0 10050
FEET
0 10050
ASPHALT SHOULDER
ASPHALT SHOULDER
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
MA
TC
HL
IN
E
SH
EE
TS
C
4 & C
MA
TC
HL
IN
E
SH
EE
TS
C
5 & C
9.
9.
.9
.9
.9
.9
.8
.9
.9
MA
TC
HL
IN
E
SH
EE
TS
C
5 & C
MA
TC
HL
IN
E
SH
EE
TS
C
6 & C
KC-G
KC-L
38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50
PROP. 580.85 PROP. 580.87 PROP. 580.91 PROP. 580.88 PROP. 580.86 PROP. 580.86 PROP. 580.91 PROP. 580.90 PROP. 580.91 PROP. 580.88 PROP. 580.91 PROP. 580.94 PROP. 580.94 PROP. 580.95 PROP. 580.98 PROP. 580.97 PROP. 580.97 PROP. 580.98 PROP. 580.98 PROP. 580.98 PROP. 581.02 PROP. 581.01
BM 7225
7.
7.
7.
8.
8.
8.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
8.
8.
8.
8.
7.
7.
8.
0+
1+
2+
2+
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
EX
./P
R . 5
.8
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.8
EX
./P
R . 5
.9
EX
./P
R . 5
.9
EX
./P
R . 5
.8
EX
./P
R . 5
.9
EX
./P
R . 5
.9
EX
./P
R . 5
.9
EX
./P
R . 5
.9
EX
./P
R . 5
.9
EX
./P
R . 5
.9
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
CEMENT STABILIZED BASE
(CSB)
C405
PROPOSED
SITE PLAN AND
PROFILE
STA. 38+75 - 48+75
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
SITE PLAN
STA. 38+75 - 48+75
PROFILE
STA. 38+75 - 43+50
PROFILE
STA. 43+50 - 48+75
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
Feet 0 100 200
N O
R T
H
FEET
0 10050
FEET
0 10050
ASPHALT SHOULDER
ASPHALT SHOULDER
SEE SHEET C-702 FOR
TAXIWAY H DETAILS
PROPOSED ASPHALT OVERLAY OVER
RIGID CONCRETE PAVEMENT
(VARIABLE DEPTH)
CAUTION
APPROX. LOCATION OF COMM.
DUCT BANK, ±60" DEPTH
CAUTION
APPROX. LOCATION OF COMM.
DUCT BANK, ±60" DEPTH
CAUTION
COMM. DUCT BANK
CAUTION
COMM. DUCT BANK
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
579.92
579.91
579.83579.64
579.81579.78
579.69579.80
579.82
579.57579.59
579.71579.68
579.60579.78
579.78579.67
579.64579.58
579.66
579.63579.73
579.75579.71
579.71579.66
579.68579.76
579.64579.66
579.79
580580
579.70 579.82
579.81
MA
TC
HL
IN
E
SH
EE
TS
C
5 & C
MA
TC
HL
IN
E
SH
EE
TS
C
6 & C
MA
TC
HL
IN
E
SH
EE
TS
C
6 & C
48+50 49+00 49+50
50+00
50+50 51+00 51+50
52+00
52+50 53+00 53+50
54+00
54+50 55+00 55+50
56+00
56+50 57+00
PROP. 581.02 PROP. 581.01 PROP. 581.00 PROP. 581.06 PROP. 581.07 PROP. 581.05 PROP. 581.00 PROP. 581.02 PROP. 581.04 PROP. 581.03 PROP. 581.04 PROP. 581.05 PROP. 581.04 PROP. 581.04 PROP. 581.01 PROP. 581.00 PROP. 581.04 PROP. 581.07 PROP. 581.06
MA
TC
HL
IN
E
SH
EE
T
C4
MA
TC
HL
IN
E
SH
EE
T
C4
EX
./P
R . 5
.9
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.9
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
EX
./P
R . 5
.0
LEGEND
UNDERDRAIN
STORM SEWER MANHOLES
SOIL BORING
BEACON
MATCHLINE
MILL EX. ASPHALT OVERLAY
ASPHALT
RUBBILIZED CONCRETE BASE
(RCB)
KC-X
CEMENT STABILIZED BASE
(CSB)
C406
PROPOSED
PLAN AND
PROFILE
STA. 48+75 - 57+00
PROPOSED 150' WIDE 6.25" OF
ASPHALT OVERLAY OVER
CSB/RCB (3 LIFTS)
RUNWAY: 150.0' (OVERALL WIDTH)
SITE PLAN
STA. 48+75 - 57+00
PROFILE
STA. 48+75 - 53+50
PROFILE
STA. 53+50 - 57+00
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
RUNWAY CENTERLINE EXISTING & PROPOSED FINISH
GRADE PROFILE
FEET
0 50 100
Feet 0 100 200
N O
R T
H
FEET
0 50 100
ASPHALT SHOULDER
ASPHALT SHOULDER
NOTES:
PER SPEC 32 12 15.13 CONTRACTOR TO PLACE A TEST SECTION FOR EACH
JMF USED PRIOR TO FULL PRODUCTION.
RUNWAY ASPHALT TO BE GROOVED NO EARLIER THAN 30 DAYS AFTER
ASPHALT PAVING TO IMPROVE SKID RESISTANCE AND REDUCE
HYDROPLANING POTENTIAL. REFER TO SHEET C505 FOR GROOVING DETAILS.
FOR RUNWAY MARKINGS, DETAILS & NOTES, SEE SHEETS C500-C505.
CONTRACTOR IS REQUIRED TO COMPLETE MILLING AND ASPHALT
REPLACEMENT, TEMPORARY BRAVO RUNWAY MARKINGS AND RETURN
MARKINGS TO A TAXIWAY, AND TEMPORARY MARKING OF ASPHALT
SURFACES WITHIN 6 WEEKS OF MOBILIZATION TO THE SITE.
BASE WILL ALLOW FLEXIBLE WORK SCHEDULE (E.G., 12 HOUR WORKDAYS,
WEEKEND WORK, ETC.) TO MEET 6 WEEK CONSTRUCTION SCHEDULE.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States
1" = 400'
TG
MB
DW
RUNWAY
MARKING
REMOVAL PLAN
C500
N O
R T
H
FEET
0 800 1600
NOTES:
1. CONTRACTOR TO REMOVE AIRFIELD MARKINGS ON RUNWAY SURFACE AREAS NOT
BEING MILLED/ REPAIRED AND TAXIWAY "B" PER SPECIFICATION UFGS 32 01 11.51.
2. CONTRACTOR TO REPAINT ALL MARKINGS DAMAGED OUTSIDE OF WORK AREA.
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
RUNWAY
TA
XI
W
AY
"G
TA
XI
W
AY
"E
TA
XI
W
AY
"H
TAXIWAY "M"
TAXIWAY "A"
M
ID
F
IE
LD
A
CC
ES
S
RO
AD
TA
XI
W
AY
"J
TA
XI
W
AY
"L
TAXIWAY "A"
TAXIWAY "B"
TAXIWAY "G"
LIMITS OF MARKING REMOVAL
REMOVE AIRFIELD MARKINGS TO TAXIWAY
HOLD BARS. HOLD BARS TO REMAIN (TYP.)
REMOVE CENTER LINE OF TAXIWAY "B"
END REMOVAL AT HOLD BAR.
HOLD BAR TO BE REMOVED.
END REMOVAL AT RADIUS.
RADIUS TO REMAIN.
TA
XI
W
AY
"K
LIMITS OF MARKING REMOVAL
PAINT
12" WIDE X 120' RUNWAY CENTER LINE
RETROREFLECTIVE WHITE
PAINT
RUNWAY DESIGNATION MARKINGS
SEE SHEET C505
PAINT
10' WIDE RUNWAY THRESHOLD
RETROREFLECTIVE WHITE
PAINT
DISPLACED ARROWS
SEE SHEET C505
PAINT
INSTRUMENT HOLD
POSITION MARKING
SEE SHEET C505
PAINT
30' WIDE X 150' FIXED DISTANCE MARKINGS
RETROREFLECTIVE WHITE
EXISTING MARKINGS TO REMAINEXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
MAINTAIN 3' GAP BETWEEN TAXI RADII
AND CENTER MARKINGS (TYP.)
PAINT
12" WIDE X 120' RUNWAY CENTER LINE
RETROREFLECTIVE WHITE
INSTALL
TEMPORARY REMOVABLE TYPE R TAPE
FOR RUNWAY HOLD POSITION MARKING
SEE DETAIL 1 SHEET C505
INSTALL
TEMPORARY REMOVABLE TYPE R TAPE
FOR RUNWAY HOLD POSITION MARKING
SEE DETAIL 1 SHEET C505
0'
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
MAINTAIN 3' GAP BETWEEN TAXI
RADII AND CENTER MARKINGS (TYP.)
MAINTAIN 3' GAP BETWEEN TAXI
RADII AND CENTER MARKINGS (TYP.)
PAINT
12" WIDE X 120' RUNWAY CENTER LINE
RETROREFLECTIVE WHITE
PAINT
RUNWAY DESIGNATION MARKINGS
SEE SHEET C505
PAINT
10' WIDE RUNWAY THRESHOLD
RETROREFLECTIVE WHITE
PAINT
DISPLACED ARROWS
SEE SHEET C505
PAINT
15' WIDE X 150' FIXED DISTANCE MARKINGS
RETROREFLECTIVE WHITE
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
1" = 100'
TG
MB
DW
TAXIWAY "B"
TEMPORARY
MARKING
LAYOUT PLAN
C501
N O
R T
H
FEET
0 200 400
TEMPORARY TAXIWAY "B" RUNWAY
MARKING LAYOUT
PLAN "C"
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
TEMPORARY TAXIWAY "B" RUNWAY
MARKING LAYOUT
PLAN "B"
TEMPORARY TAXIWAY "B" RUNWAY
MARKING LAYOUT
PLAN "A"
NOTES:
1. CONTRACTOR TO REMOVE TEMPORARY TAXIWAY "B" RUNWAY MARKINGS AFTER
COMPLETION OF PERMANENT RUNWAY MARKINGS PER SPECIFICATION UFGS 32 01 11.51.
2. CONTRACTOR TO REPAINT ALL MARKINGS DAMAGED OUTSIDE OF WORK AREA.
80.0'
(TYP.)
120.0'
(TYP.)
1325.0'
20.0'120.0'
(TYP.)
80.0'
(TYP.)
20.0'
620.0'
120.0'
(TYP.)
80.0'
(TYP.)
'37
.5
' 37
.5
' 37
.5
0'
5.0'
5.0'
1020.0'
1020.0'
150.0'
150.0'
LEGEND:
EXISTING PAINT MARKINGS
NEW PAINT MARKINGS (WHITE)
NEW PAINT MARKINGS (YELLOW)
REPAINT
6" WIDE TAXIWAY LINES TO HOLD LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505 (TYP.)
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
PAINT
EDGE MARKINGS PER DETAIL 5,
SHEET C505
PAINT
6" WIDE TAXIWAY CENTER LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505 TAXIWAY EDGE
TAXIWAY EDGE
PAINT
6" WIDE TAXIWAY CENTER LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505
0'
REPAINT
6" WIDE TAXIWAY LINES TO HOLD LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505 (TYP.)
REPAINT
6" WIDE TAXIWAY LINES TO HOLD LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505 (TYP.)
EXISTING MARKINGS TO REMAIN
EXISTING MARKING TO REMAIN
EXISTING MARKINGS TO REMAIN
PAINT
EDGE MARKINGS PER DETAIL 5,
SHEET C505
TAXIWAY EDGE
TAXIWAY EDGE
REMOVE
TEMPORARY REMOVABLE HOLD
POSITION MARKING AFTER COMPLETION
OF PERMANENT RUNWAY MARKINGS
REMOVE
TEMPORARY REMOVABLE HOLD
POSITION MARKING AFTER COMPLETION
OF PERMANENT RUNWAY MARKINGS
PAINT
6" WIDE TAXIWAY CENTER LINE
RETROREFLECTIVE YELLOW
PER DETAIL 4, SHEET C505
JOIN EXISTING TAXIWAY CENTERLINE
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
PAINT
EDGE MARKINGS PER DETAIL 5,
SHEET C505
TAXIWAY EDGE
TAXIWAY EDGE
1" = 100'
TG
MB
DW
TAXIWAY "B"
MARKING
LAYOUT PLAN
C502
N O
R T
H
FEET
0 200 400
PERMANENT TAXIWAY MARKING LAYOUT
PLAN "C"
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B
NOTE:
CONTRACTOR TO REPAINT ALL MARKINGS DAMAGED OUTSIDE OF WORK AREA
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
PERMANENT TAXIWAY MARKING LAYOUT
PLAN "B"
PERMANENT TAXIWAY MARKING LAYOUT
PLAN "A"
LEGEND:
EXISTING PAINT MARKINGS
NEW PAINT MARKINGS (WHITE)
NEW PAINT MARKINGS (YELLOW)
'37
.5
' 37
.5
' 37
.5
TAXIW
AY "K
TA
XI
W
AY
"A
R110'
(TYP.)
R175'
0'
25' 38'
3.00'
N:414177.37 E:13535136.86
TA
XI
W
AY
"J
TA
XI
W
AY
"L
R110'
(TYP.)
R110'
(TYP.)
1" = 100'
TG
MB
DW
RUNWAY
MARKING
LAYOUT PLAN
C503
RUNWAY MARKING LAYOUT
PLAN "A"
N O
R T
H
FEET
0 200 400
RUNWAY MARKING LAYOUT
PLAN "B"
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"A
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
N O
R T
H
FEET
0 200 400
NOTE: CONTRACTOR TO REPAINT ALL MARKINGS DAMAGED OUTSIDE OF WORK AREA
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
SEE SHEET C506
UFC 3-260-7 FIGURE 5.7 FOR OVERRUN MARKINGS
SEE SHEET C506
UFC 3-260-7 FIGURE 5.4 FOR TOUCHDOWN ZONE AND FIXED DISTANCE MARKINGS
UFC 3-260-7 FIGURE 5.3 FOR NON-PRECISION INSTRUMENT RUNWAY MARKINGS
PAINT
6" WIDE TAXILINES RETROFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE, MAINTAIN 3' GAP
FROM RUNWAY CENTER LINE MARKINGS (TYP.)
SEE DETAIL 4, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
SEE SHEET C505
UFC 3-260-4 FIGURE 5.4 FOR TOUCHDOWN ZONE AND FIXED DISTANCE MARKINGS
UFC 3-260-4 FIGURE 5.3 FOR NON-PRECISION INSTRUMENT RUNWAY MARKINGS
C O
N C
R
ET
E
AS
PH
AL
T
5'
100.0'
(TYP.)
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE, MAINTAIN 3' GAP
FROM RUNWAY CENTER LINE MARKINGS (TYP.)
SEE DETAIL 4, SHEET C505
PAINT SHOULDER / EDGE MARKINGS
RETROREFLECTIVE YELLOW WITH 6" WIDE
BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 3 SHEET C505
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
PAINT
EDGE MARKINGS RETROREFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 5, SHEET C505
PAINT
EDGE MARKINGS RETROREFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 5, SHEET C505
PAINT
EDGE MARKINGS RETROREFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 5, SHEET C505
LEGEND:
EXISTING PAINT MARKINGS
NEW PAINT MARKINGS (WHITE)
NEW PAINT MARKINGS (YELLOW)
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY CENTER LINE AND HOLD LINE
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
CENTER LINE AND HOLD LINE (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY LINES AND HOLD LINE (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY CENTER LINE AND HOLD LINE
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
244' (REF.)
R110'
(TYP.)
TA
XI
W
AY
"H
TA
XI
W
AY
"E
TA
XI
W
AY
"G
0'
25'(TYP)
R194'
R110'
15'
25'
N:405162.62 E:13535068.66
1" = 100'
CD
TR
TR
RUNWAY
MARKING
LAYOUT PLAN
C504
RUNWAY MARKING LAYOUT
PLAN "C"
N O
R T
H
FEET
0 200 400
RUNWAY MARKING LAYOUT
PLAN "D"
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"C
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"D
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"B
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"C
MA
TC
HL
IN
E
SH
EE
T
C5
PL
AN
"C
MA
TC
HL
IN
E
SH
EE
T C5
PL
AN
"D
FEET
0 200 400
N O
R T
H
NOTE: CONTRACTOR TO REPAINT ALL MARKINGS DAMAGED OUTSIDE OF WORK AREA
http://www.AECOM.com
27777 Franklin Road, Suite 2150 Southfield, MI 48034 United States P: 248 204 5900 F: 248 204 5901
REPAIR RUNWAY
SEE SHEET C506
UFC 3-260-4 FIGURE 5.8 FOR DISPLACED THRESHOLD MARKINGS
SEE SHEET C506
UFC 3-260-4 FIGURE 5.4 FOR TOUCHDOWN ZONE AND FIXED DISTANCE MARKINGS
UFC 3-260-4 FIGURE 5.3 FOR NON-PRECISION INSTRUMENT RUNWAY MARKINGS
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4 SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
PAINT
6" WIDE TAXILINES RETROFLECTIVE YELLOW
WITH 6" WIDE BLACK OUTLINE, MAINTAIN 3' GAP
FROM RUNWAY CENTER LINE MARKINGS (TYP.)
SEE DETAIL 4, SHEET C505
AS
PH
AL
T
C O
N C
R
ET
E
PAINT
6" WIDE TAXILINES RETROFLECTIVE
YELLOW WITH 6" WIDE BLACK OUTLINE
(TYP.) SEE DETAIL 4, SHEET C505
5.0'
MIN.
100.0'
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
REPAINT
HOLD LINE
SEE DETAIL1, SHEET C505
PAINT EDGE MARKINGS
RETROREFLECTIVE YELLOW WITH
6" WIDE BLACK OUTLINE ON BOTH SIDES
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
EXISTING MARKINGS TO REMAIN
PAINT SHOULDER / EDGE MARKINGS
RETROREFLECTIVE YELLOW WITH 6" WIDE
BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 3 SHEET C505
EXISTING MARKINGS TO REMAIN
PAINT SHOULDER / EDGE MARKINGS
RETROREFLECTIVE YELLOW WITH 6" WIDE
BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 3 SHEET C505
LEGEND:
EXISTING PAINT MARKINGS
NEW PAINT MARKINGS (WHITE)
NEW PAINT MARKINGS (YELLOW)
PAINT EDGE MARKINGS
RETROREFLECTIVE YELLOW WITH 6"
WIDE BLACK OUTLINE ON BOTH SIDES
SEE DETAIL 5 SHEET C505
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY CENTER LINE AND HOLD LINE
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY CENTER LINE AND HOLD LINE
MAINTAIN 3' WIDE GAP BETWEEN
TAXIWAY LINES AND HOLD LINE (TYP.)
MAINTAIN 3' WIDE GAP BETWEEN TAXIWAY
LINES AND RUNWAY EDGE LINES (TYP.)
TAXIWAY/ TAXILANE
CENTERLINE DETAIL
NTS
TAXIWAY EDGE MARKINGS (TYP.)
NTS5
PAINT 6" RETROREFLECTIVE
YELLOW
PAINT 6" SOLID BLACK
BORDER
PAINT
6" SOLID BLACK BOARDER
EDGE OF
TAXIWAY PAVEMENT PAINT
6" TAXIWAY EDGE STRIPES
RETROREFLECTIVE YELLOW
3'
RUNWAY CENTERLINE MARKING
(WHERE APPLICABLE)
INSTRUMENT HOLD POSITION MARKING DETAIL
NTS2
6" RETROREFLECTIVE
YELLOW TAXILINE W/
6" WIDE BLACK OUTLINE
ON BOTH SIDES
6" SOLID BLACK
BORDER
8'
7' 10'
2' 3.0'
2' 1'
6"
3'
PAINT RETROREFLECTIVE
YELLOW (TYPICAL) TO RUNWAY
TO RUNWAY
PAINT 6" SOLID
BLACK BORDER
PAINT SOLID BLACK
BACKGROUND WITH 6"BORDER
PAINT 6"x36" YELLOW
RETROREFLECTIVE LINES
NOTE:
EXTEND ALL HOLD POSITION MARKINGS
ACROSS TAXIWAY OR APRON
SHOULDER PAVEMENT.
PAINT 6" WIDE HOLD LINE
RETROREFLECTIVE YELLOW
36" GAP
36" TYP36" TYP
WIDTH VARIES
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PAINT
6" RETROREFLECTIVE YELLOW TAXILINE W/
6" WIDE BLACK OUTLINE
ON BOTH SIDES
PAINT
6" RETROREFLECTIVE YELLOW TAXILINE W/
6" WIDE BLACK OUTLINE
ON BOTH SIDES
6"
6"6"6" 6"
EDGE MARKINGS
WHERE APPLICABLE
9'
3'
.5
3'
6'
6"
3"
PAINT 6" WIDE
RETROREFLECTIVE
YELLOW
RUNWAY HOLD POSITION MARKING DETAIL
NTS1
VA
R
IE
S
U P
TO
5'
3'
MIN 3'
6" 6"
6" 6"
MARK TO WITHIN 3' OF THE
EDGE OF THE SHOULDER OR
FOR A TOTAL LENGTH OF
25' MAX. WHICHEVER
IS LESS
EDGE OF SHOULDER
AND TAXIWAY PAVEMENT
OUTSIDE EDGE OF SHOULDER PAVEMENT
NOTE:
1. PAINT DOUBLE 6" EDGE STRIPE MARKING AND
SHOULDER MARKING WITH RETROREFLECTIVE
YELLOW.
2. PAINT 6" BLACK BORDER ON EDGE STRIPES.
100' MAX SPACING
30' MAX ON CURVES
SHOULDER
PAVEMENT
TAXI OR APRON
PAVEMENT
6" SOLID
BLACK BORDER
(TYP.)
TAXIWAY/APRON EDGE MARKING DETAIL (W/ SHOULDER)
NTS
AS SHOWN
TG
MB
DW
C505
RUNWAY
MARKING PLAN,
DETAILS & NOTES
8-5.1 TEMPORARILY CLOSED RUNWAYS:
PLACE AN "X" AT BOTH ENDS OF THE RUNWAY ON TOP OF THE RUNWAY DESIGNATION NUMBER, AND EVERY 1000 FEET PER UFC
3-260-04 FIGURES 8-1 AND 8-2.
FOR TEMPORARY PURPOSES, THE DIMENSIONS OF THE "X" SHOWN IN FIGURE 8-1 ARE REDUCED TO ALLOW USE OF STANDARD
4-FOOT BY 8-FOOT (1219-MILLIMETER BY 2438-MILLIMETER) SHEETS OF PLYWOOD.
NOTE: RUNWAYS CLOSED FOR PERIODS OF FIVE DAYS OR LESS DO NOT NEED TO BE MARKED IF A NOTAM IS ISSUED TO PUBLICIZE
THE CLOSURE.
WHEN TEMPORARILY CLOSING A RUNWAY, FABRICATE THE "X" FROM PLYWOOD, CANVAS, PAINTED PICKET FENCE SECTIONS, PREFORMED MARKING TAPE, OR OTHER MATERIALS, SUCH AS YELLOW SNOW FENCING. ANCHOR THESE MATERIALS BY ANY SUITABLE MEANS, SUCH AS MECHANICAL SCREW OR WEDGE-TYPE ANCHORS, OR SANDBAGS. ANOTHER ALTERNATIVE IS USING LIGHTED Xs AS DESCRIBED IN FAA AC 150/5340-1 AND FAA AC150/5345-55.
RUNWAY GROOVING NOTES:
1. PAVEMENT CONDITION: GROOVES SHOULD ONLY BE APPLIED TO STRUCTURALLY ADEQUATE PAVEMENT FREE FROM DEFECTS.
PAVEMENTS REQUIRING CORRECTIVE ACTION SHOULD BE OVERLAID OR REHABILITATED PRIOR TO GROOVING. POROUS FRICTION
SURFACES SHOULD NOT BE GROOVED.
2. GROOVING FLEXIBLE PAVEMENTS: PERFORM GROOVING PER SPECIFICATION SECTION 32 01 18.71 AIRFIELD PAVEMENT GROOVING.
3. 3.) GROOVE PATTERN: GROOVES WILL BE CONTINUOUS FOR THE ENTIRE LENGTH OF THE USABLE RUNWAY AND PERPENDICULAR TO THE CENTERLINE. GROOVES SHOULD TERMINATE WITHIN 1.5 TO 3 METERS (5 TO 10 FEET) OF PAVEMENT EDGE TO ALLOW FOR OPERATION OF GROOVING EQUIPMENT.
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