Package_3_-_Replace_Runway_Pavement_Phase_2_-_Plans.pdf
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W912DS-14-B-0009 PLANS PHASE 2
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US Army Corps of Engineers
Omaha District
Omaha District of Engineers
US Army Corps
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE
SET DATED
THE FOLLOWING SIGNATURES BELOW INDICATE OFFICIAL APPROVAL OF ALL DRAWINGS IN THIS
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
CHIEF:
SUBMITTED BY:
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
SECTION
PE
PE
SECTION
SECTION
RA
STRUCT/INTER
MECH
ENVIR
ELECT
CIVIL
ARCH
GEOT
CADD
PROJECT COORD.
GREENLAND
THULE AB
PHASE 2
REPLACE RUNWAY PAVEMENT,
ADVERTISEMENT
APRIL 2014
SOLICITATION NUMBER: W912DS-14-B-0009
PROJECT NUMBER: WWCX 07-2001P2
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G .d g n
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T H
G .d g n
G-002
IN
D
E X
INDEX
B M
G
TH14G-001.DGN -
G-002
C-002
C-003
C-004
CB101
CB102
CB103
CB104
CB105
CB106
CB107
CB108
CB109
CB110
CB111
CB112
CB113
CD107
CD108
CD109
CD110
CD111
CD112
CD113
CD201
CD202
CD203
CP107
CP108
CP109
CP110
CP111
CP112
CP113
CP201
CP202
CP203
CG107
CG108
CG109
CG110
CG111
CG112
CG201
CG202
CG203
CG301
CG302
CG303
CG304
CG305
CG306
CG307
CG308
CG309
CG310
CG311
CG312
CG313
CG314
CG315
CG316
COVER SHEET
LOW PROFILE BARRICADE AND CLOSED TAXIWAY CROSS DETAILS
TOPOGRAPHIC SURVEY INFORMATION
EXISTING CONDITIONS PLAN - AREA A
EXISTING CONDITIONS PLAN - AREA B
EXISTING CONDITIONS PLAN - AREA C
EXISTING CONDITIONS PLAN - AREA D
EXISTING CONDITIONS PLAN - AREA E
EXISTING CONDITIONS PLAN - AREA F
EXISTING CONDITIONS PLAN - AREA G
EXISTING CONDITIONS PLAN - AREA H
EXISTING CONDITIONS PLAN - AREA I
EXISTING CONDITIONS PLAN - AREA J
EXISTING CONDITIONS PLAN - AREA K
EXISTING CONDITIONS PLAN - AREA L
EXISTING CONDITIONS PLAN - AREA M
REMOVAL PLAN - AREA G
REMOVAL PLAN - AREA H
REMOVAL PLAN - AREA I
REMOVAL PLAN - AREA J
REMOVAL PLAN - AREA K
REMOVAL PLAN - AREA L
REMOVAL PLAN - AREA M
PAVING PLAN - AREA G
PAVING PLAN - AREA H
PAVING PLAN - AREA I
PAVING PLAN - AREA J
PAVING PLAN - AREA K
PAVING PLAN - AREA L
PAVING PLAN - AREA M
GRADING PLAN - AREA G
GRADING PLAN - AREA H
GRADING PLAN - AREA I
GRADING PLAN - AREA J
GRADING PLAN - AREA K
GRADING PLAN - AREA L
TH14CG317.DGN CG317
CG318
CT107
CT108
CT109
CT110
CT111
CT112
CT113
RUNWAY GRADING SECTIONS - RNWY STA. 52+50 TO 54+50
RUNWAY GRADING SECTIONS - RNWY STA. 55+00 TO 57+20
RUNWAY GRADING SECTIONS - RNWY STA. 57+40 TO 59+50
RUNWAY GRADING SECTIONS - RNWY STA. 60+00 TO 62+50
RUNWAY GRADING SECTIONS - RNWY STA. 63+00 TO 65+50
RUNWAY GRADING SECTIONS - RNWY STA. 66+00 TO 68+50
RUNWAY GRADING SECTIONS - RNWY STA. 72+00 TO 74+50
RUNWAY GRADING SECTIONS - RNWY STA. 75+00 TO 77+50
RUNWAY GRADING SECTIONS - RNWY STA. 78+00 TO 80+50
RUNWAY GRADING SECTIONS - RNWY STA. 81+00 TO 83+50
RUNWAY GRADING SECTIONS - RNWY STA. 84+00 TO 86+50
RUNWAY GRADING SECTIONS - RNWY STA. 87+00 TO 89+50
RUNWAY GRADING SECTIONS - RNWY STA. 90+00 TO 92+50
RUNWAY GRADING SECTIONS - RNWY STA. 93+00 TO 95+50
RUNWAY GRADING SECTIONS - RNWY STA. 96+00 TO 98+50
RUNWAY GRADING SECTIONS - RNWY STA. 99+00 TO 100+00
SPOT ELEVATION PLAN - AREA G
SPOT ELEVATION PLAN - AREA H
SPOT ELEVATION PLAN - AREA I
SPOT ELEVATION PLAN - AREA J
SPOT ELEVATION PLAN - AREA K
SPOT ELEVATION PLAN - AREA L
SPOT ELEVATION PLAN - AREA M
DESIGN FILE FILE NUMBER DESCRIPTION DESIGN FILE FILE NUMBER DESCRIPTION
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
SHEET NO. SHEET NO.
AF 111-10-01TH14CB114.DGN CB114 EXISTING CONDITIONS PLAN - AREA N
TH14CP113.DGN
REPLACEMENT PAVEMENT SECTIONS - SHEET 3 OF 3
REPLACEMENT PAVEMENT SECTIONS - SHEET 2 OF 3
REPLACEMENT PAVEMENT SECTIONS - SHEET 1 OF 3
REMOVAL SECTIONS - SHEET 1 OF 4
REMOVAL SECTIONS - SHEET 2 OF 4
REMOVAL SECTIONS - SHEET 3 OF 4
CONSTRUCTION SEQUENCE PLAN
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
TH14CP707.DGN
TH14CP708.DGN
TH14CP709.DGN
TH14CP710.DGN
TH14CP711.DGN
TH14CP712.DGN
CP707
CP708
CP709
CP710
CP711
CP712
CP713
PAVEMENT MARKING PLAN - AREA G
PAVEMENT MARKING PLAN - AREA H
PAVEMENT MARKING PLAN - AREA I
PAVEMENT MARKING PLAN - AREA J
PAVEMENT MARKING PLAN - AREA K
PAVEMENT MARKING PLAN - AREA L
PAVEMENT MARKING PLAN - AREA M
AF 111-10-01 CP801 PAVEMENT MARKING DETAILS
AF 111-10-01TH14CP601.DGN CP601 FOG SEALING PLAN
AF 111-10-01 REMOVAL SECTIONS - SHEET 4 OF 4TH14CD204.DGN CD204
AF 111-10-01 CP802TH14CP802.DGN DISPLACED THRESHOLD PAVEMENT MARKING DETAILS
AF 111-10-01TH14ER107.DGN ER107 ELECTRICAL REMOVAL PLAN - AREA G
AF 111-10-01TH14ER108.DGN ER108 ELECTRICAL REMOVAL PLAN - AREA H
AF 111-10-01TH14ER109.DGN ER109 ELECTRICAL REMOVAL PLAN - AREA I
AF 111-10-01TH14ER110.DGN ER110 ELECTRICAL REMOVAL PLAN - AREA J
AF 111-10-01TH14ER111.DGN ER111 ELECTRICAL REMOVAL PLAN - AREA K
AF 111-10-01TH14ER112.DGN ER112 ELECTRICAL REMOVAL PLAN - AREA L
AF 111-10-01TH14ER113.DGN ER113 ELECTRICAL REMOVAL PLAN - AREA M
AF 111-10-01TH14ES106.DGN ES106
AF 111-10-01TH14ES107.DGN ES107
AF 111-10-01TH14ES108.DGN ES108
AF 111-10-01TH14ES109.DGN ES109
AF 111-10-01TH14ES110.DGN ES110
AF 111-10-01TH14ES111.DGN ES111
AF 111-10-01TH14ES112.DGN ES112
AF 111-10-01TH14ES113.DGN ES113
AF 111-10-01TH14ES114.DGN ES114
ELECTRICAL SITE PLAN - AREA F
ELECTRICAL SITE PLAN - AREA G
ELECTRICAL SITE PLAN - AREA H
ELECTRICAL SITE PLAN - AREA I
ELECTRICAL SITE PLAN - AREA J
ELECTRICAL SITE PLAN - AREA K
ELECTRICAL SITE PLAN - AREA L
ELECTRICAL SITE PLAN - AREA M
ELECTRICAL SITE PLAN - AREA N
ELECTRICAL - SITEGEOTECTNICAL - SITE
RUNWAY GRADING SECTIONS - RNWY STA. 69+00 TO 71+50
TH14G-002.DGN INDEX
M A
H
M A
H
B N J
TH14C-001.DGN C-001 PROJECT LOCATION & CONTRACTOR ACCESS ROUTE
RUNWAY PROFILE - RNWY STA. 48+40 TO 67+60
RUNWAY PROFILE - RNWY STA. 67+60 TO 96+40
RUNWAY PROFILE - RNWY STA. 96+40 TO 104+40
RUNWAY GRADING SECTIONS - RNWY STA. 50+00 TO 52+00
TH14ED101.DGN ED101
TH14ED102.DGN ED102
TH14ED103.DGN ED103
TH14ED901.DGN ED901
TH14ED902.DGN ED902
TH14ED903.DGN ED903
AF 111-10-01TH14S-001.DGN S-001
STRUCTURAL - SITE
TH14ED904.DGN ED904
TH14ED905.DGN ED905
TH14ED906.DGN ED906
TH14ED907.DGN ED907
TH14ED908.DGN ED908
E-14 ABANDONDED & EXISTING THRESHOLD BAR AS-BUILTS (SHEET 2 OF 2) FIO
E-13 EXISTING THRESHOLD BAR WIRING DIAGRAM FIO
E-12 ABANDONDED & EXISTING THRESHOLD BAR AS-BUILTS (SHEET 1 OF 2) FIO
E-5 EXISTING AIRFIELD LIGHTING PLAN (SHEET 1 OF 3) FIO
E-6 EXISTING AIRFIELD LIGHTING PLAN (SHEET 2 OF 3) FIO
E-7 EXISTING AIRFIELD LIGHTING PLAN (SHEET 3 OF 3) FIO
E-19 EXISITNG MATERIAL LIST & MISC. SCHEDULE FIO
E-21 EXISITNG DETAIL SHEET II MANHOLES & DUCTS FIO
THRESHOLD BAR REINFORCING DETAILS
TH14ED909.DGN
TH14ED910.DGN
ED909
ED910
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
E-4B EXISTING VAULT-CONTROL WIRING DIAGRAM FIO
E-15 EXISTING RUNWAY LIGHTING SCHEMATIC WIRING DIAGRAM & COUNTERPOISED GROUNDING FIO
TH14C-002.DGN
TH14C-003.DGN
TH14C-004.DGN
TH14CB101.DGN
TH14CB102.DGN
TH14CB103.DGN
TH14CB104.DGN
TH14CB105.DGN
TH14CB106.DGN
TH14CB107.DGN
TH14CB108.DGN
TH14CB109.DGN
TH14CB110.DGN
TH14CB111.DGN
TH14CB112.DGN
TH14CB113.DGN
TH14CD107.DGN
TH14CD108.DGN
TH14CD109.DGN
TH14CD110.DGN
TH14CD111.DGN
TH14CD112.DGN
TH14CD113.DGN
TH14CD201.DGN
TH14CD202.DGN
TH14CD203.DGN
TH14CP107.DGN
TH14CP108.DGN
TH14CP109.DGN
TH14CP110.DGN
TH14CP111.DGN
TH14CP112.DGN
TH14CP201.DGN
TH14CP202.DGN
TH14CP203.DGN
TH14CG107.DGN
TH14CG108.DGN
TH14CG109.DGN
TH14CG110.DGN
TH14CG111.DGN
TH14CG112.DGN
TH14CG201.DGN
TH14CG202.DGN
TH14CG203.DGN
TH14CG301.DGN
TH14CG302.DGN
TH14CG303.DGN
TH14CG304.DGN
TH14CG305.DGN
TH14CG306.DGN
TH14CG307.DGN
TH14CG308.DGN
TH14CG309.DGN
TH14CG310.DGN
TH14CG311.DGN
TH14CG312.DGN
TH14CG313.DGN
TH14CG314.DGN
TH14CG315.DGN
TH14CG316.DGN
TH14CG318.DGN
TH14CT107.DGN
TH14CT108.DGN
TH14CT109.DGN
TH14CT110.DGN
TH14CT111.DGN
TH14CT112.DGN
TH14CT113.DGN
TH14CP713.DGN
TH14CP801.DGN
AF 111-10-01TH14CG113.DGN CG113 GRADING PLAN - AREA M
TH14ED104.DGN ED104 NEW THRESHOLD BAR DETAILSAF 111-10-01
ELECTRICAL DETAILS - SHEET 1 OF 3
ELECTRICAL DETAILS - SHEET 2 OF 3
ELECTRICAL DETAILS - SHEET 3 OF 3
TH14ED105.DGN ED105
TH14ED106.DGN ED106
AF 111-10-01
AF 111-10-01
TH14ED107.DGN ED107 ELECTRICAL WIRING DIAGRAMSAF 111-10-01
ELECTRICAL WIRING DIAGRAMS
EXISTING AIRFIELD LIGHTING VAULT
AF 111-10-01TH14ES105.DGN ES105 ELECTRICAL SITE PLAN - AREA E
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IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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T H
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0500' 500'
500SCALE.
INCH FEET=1
NO SCALE
PROJECT WORK AREA & ACCESS PLAN
SITE USE PLAN
T
A
S T
A
S T
A .9
P R
O J E
C T L
O C
A T
IO
N C
O N
T R
A C
T O
R
C-001
A C
C E
S S R
O U
T
PROJECT WORK AREA
LOW PROFILE BARRICADE - SEE NOTE 3
CONTRACTOR ACCESS ROUTE
LEGEND:
SEE NOTE 4
BE INSTALLED AT THIS LOCATION
CLOSED TAXIWAY CROSS TO
PHASE 2
M A
H
M A
H
B N J
CIRCUMSTANCES.
NOT BE RECYCLED FOR USE ON THIS PROJECT UNDER ANY
ACTIVE BASE LANDFILL. REMOVED ASPHALT PAVEMENT SHALL
MILLED ASPHALT PAVEMENT, SHALL BE DISPOSED OF IN THE
1. ALL NONCOMBUSTIBLE MATERIAL, INCLUDING REMOVED COLD
FOR CLOSED TAXIWAY MARKING DETAILS.
COORDINATED WITH THE AIRFIELD MANAGER. SEE SHEET C-004
4. EXACT LOCATION OF CLOSED TAXIWAY MARKINGS SHALL BE
SHOWN ON THIS SHEET.
OBTAINED FROM THE QUARRY SHOWN ON THE SITE USE PLAN
2. ALL AGGREGATES REQUIRED FOR THIS PROJECT SHALL BE
C-004 FOR LOW PROFILE BARRICADE DETAILS.
COORDINATED WITH THE AIRFIELD MANAGER. SEE SHEET
3. EXACT LOCATION OF LOW PROFILE BARRICADES SHALL BE
GAP LOCATIONS WITH THE FIRE DEPARTMENT.
FIRE DEPARTMENT ACCESS. THE CONTRACTOR SHALL COORDINATE
5. GAPS IN EACH SET OF BARRICADES SHALL BE REQUIRED FOR
ENTERING THULE AB FOR APPROVAL.
SUBMITTED TO GREENLAND CONTRACTORS PRIOR TO HAZMAT
THE PROJECT REQUIRES THE COMPLETION OF AF FORM 3952 AND
IN THE EESOH-MIS SYSTEM. APPROVAL FOR HAZMAT USED DURING
6. ALL HAZMAT USED AT THULE AB IS REQUIRED TO BE TRACKED
AT THE STAGING AND BATCH PLANT AREA.
OF WATER HOOKUPS. ELECTRICAL HOOKUPS ARE AVAILABLE
7. COORDINATE WITH BASE CIVIL ENGINEERING FOR LOCATION
NOTES:
AIRCRAFT TAKEOFFS SHALL USE RUNWAY 26. VFR OPERATIONS ONLY.
RUNWAY. ALL AIRCRAFT LANDINGS SHALL USE RUNWAY 08. ALL
CONSTRUCTION IN ORDER TO MAINTAIN A MINIMUM 4000' OPERATIONAL
CLOSED FOR AIRCRAFT LANDING OPERATIONS DURING PHASE 2
11. AIR FORCE AIRCRAFT OPERATIONS NOTE: RUNWAY 26 WILL BE
SECURITY FORCES AND LOGISTICS.
COMMUNICATIONS, GROUND AND FLIGHT SAFETY, EVIRONMENTAL,
BASE CIVIL ENGINEERING, AIRFIELD MANAGEMENT, AIRFIELD OPERATIONS,
10. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THULE AB
9. SEE SHEET C-002 EQUIPMENT HEIGHT SAFETY PLAN.
8. SEE SHEET CP802 FOR DISPLACED THRESHOLD MARKING DETAILS.
CONSTRUCTION.
PHASING PLAN AND OPERATIONAL SAFETY ON AIRFIELD DURING
UFC 3-260-01 APPENDIX B BEST PRACTICES, SECTION 14 CONSTRUCTION
ALL THESE ITEMS AND ALL OTHER APPLICABLE ITEMS IDENTIFIED IN
OFFICER'S APPROVAL, AN AIRFIELD WORK SAFETY PLAN ADDRESSING
6. THE CONTRACTOR SHALL DEVELOP, FOR THE CONTRACTING
EM 385-1-1 FOR ALL SAFETY REQUIRMENTS.
ORANGE SAFETY FENCE AT THE LIMITS OF THE EXCAVATION. SEE
5. THE CONTRACTOR SHALL DELINEATE ALL OPEN TRENCHES WITH
CONSTRUCTION SITE AND DEVELOP A DUST CONSTROL PLAN.
4. THE CONTRACTOR SHALL PREVENT THE SPREAD OF DUST AT THE
THROUGHOUT CONTRACT DURATION.
OPERATIONS TO COMMUNICATE WITH THULE AB OPERATIONS
SHALL FURNISH COMPATIBLE RADIO AND RADIO CHARGER TO THULE AB
COMMUNICATES WITH HAND HELD MOTOROLA RADIOS. THE CONTRACTOR
AIRFIELD MANAGER AND BASE OPERATIONS. THULE AB OPERATIONS
3. ALL WORK NEAR THE AIRFIELD SHALL BE COORDINATED WITH THE
REPRESENTATIVE.
HOUR OF BEING NOTIFIED BY THE CONTRACTING OFFICER'S
REPAIRS OF LOW PROFILE BARRICADES AND HAZARD LIGHTS WITHIN ONE
HAZARD LIGHTS. THE CONTRACTOR SHALL INITIATE AND COMPLETE
DAY FOR EMERGENCY MAINTENANCE OF LOWPROFILE BARRICADES AND
2. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A
AC 150/5210 AND BE EQUIPPED WITH BEACON LIGHTS.
SHALL DISPLAY AIRPORT CONSTRUCTION FLAGS CONFORMING TO FAA
AND DISPLAY FLIGHT LINE PASSES. WITHIN THEAIRFIELD, ALL VEHICLES
1. ALL VEHICLES SHALL HAVE COMPANY MARKINGS AND SHALL HAVE
GENERAL REQUIREMENTS
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US ARMY CORPS
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NORTH RIVER
SAC APRON
EDDY
LAKE
DUNDAS
MT.
HARBOUR
SOUTH MOUNTAIN
TRANSMITTER SITE
CRESCENT LAKE
DET 3
NORTH STAR BAY
RIVER
NORTH
THULE AIR BASE
BAY
BAFFIN
STRAIT
DAVIS
OCEAN
ATLANTIC
NORTH
DENMARK
STRAIT OF
SEA
GREENLAND
ARCTIC
CI
RCLE
GREENLAND
ARCTIC OCEAN
AB
SONDRESTROM
NORTH MOUNTAIN
RECEIVER SITE
08 26
RUNWAY
TAXIWAY 2
TAXIWAY B
TAXIWAY 1
TAXIWAY C
TAXIWAY 1
APRON
HANGERS 9 & 10
APRON
EAST OPERATION
APRON
WEST OPERATION
3 4
RUNWAY
TAWIWAY A
STA. 0+00
PIER
SHIPPING
BLDG. 564
ENGINEERING
BASE CIVIL
BASE OPS
THRESHOLD - SEE NOTE 8
TEMPORARY DISPLACED
SOUTH MOUNTAIN ROAD
CONTROL TOWER
CROSSING
QUARRY ROAD
BATCH PLANT AREA
STAGING AND
CONTRACTOR
NORTH MOUNTAIN ROAD
ELECTRICAL VAULT
AIRFIELD LIGHTING
ACTIVE BASE LANDFILL
PHASE SHELTER (TYP.)
CROSSING
ROAD
QUARRY
THULE AIR BASE
QUARRY
REGIONAL MAP
50 40 30
10 8
NO SCALE
in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
C-002
M
G
C O
N S
T R
U C
T
IO
N S
E Q
U E
N C
E P
L
N
PAVEMENT CONSTRUCTION SEQUENCE
0500' 500'
500SCALE.
INCH FEET=1
LEGEND
NOTES
S T
A
AND BATCH PLANT AREA
CONTRACTOR STAGING
S T
A .9
MATRIX NOTES:
CONSTRUCTION SEQENCE
CONSTRUCTION SEQUENCE MATRIX
LOCATION CONSTRUCTION FEATURES
STAGE II : 2017 GENERAL DEMOBILIZATION OF CONTRACTOR EQUIPMENT AND UNUSED MATERIALS
CONSTRUCTION STAGE : YEAR
(SEE CONSTRUCTION SEQUENCE MATRIX NOTES)
FOG SEALING
CONTROL JOINT INSTALLATION & SEALING
RUNWAY PAVEMENT MARKINGS
RUNWAY DISTANCE MARKER RELOCATIONS
RUNWAY 26 END THRESHOLD BAR REMOVAL AND REPLACEMENT
RUNWAY EDGE LIGHTING SYSTEM REMOVAL AND REPLACEMENT
RUNWAY PAVEMENT REMOVAL AND REPLACEMENT
15 SEPTEMBER 2016)
(15 MARCH 2016 THRU
STAGE I : 2016
STA. 49+98 TO STA. 100+06.94
RUNWAY
CONSTRUCTION SEASON.
FEATURES TO PROVIDE 10,006.94 FOOT BY 150 FOOT ACTIVE RUNWAY AT THE END OF PHASE 2, STAGE I
4. THE CONTRACTOR SHALL RESTORE PAVEMENTS, PAVEMENT MARKINGS AND LIGHTING SYSTEM
15 MARCH 2016 AND 15 SEPTEMEBER 2016.
3. THE 2016 PHASE 2, STAGE I CONSTRUCTION SEASON IS DEFINED AS THE TIME PERIOD BETWEEN
DURING THE 2016 PHASE 2, STAGE I CONSTRUCTION SEASON.
2. ALL PHASE 2 WORK REQUIRED BY THIS CONTRACTOR ON THE RUNWAY SHALL BE ACCOMPLISHED
INSTALL TEMPORARY DISPLACED THRESHOLD AT STA. 40+00.
1. DURING PHASE 2, STAGE I, MAINTAIN MINIMUM ACTIVE RUNWAY STA. 0+00 TO STA. 40+00.
ARE ADJACENT TO ACTIVE CONSTRUCTION AREAS.
THE CONTRACTOR SHALL COVER RDM'S NOT USED THAT
POSITIONS AFTER REMOVAL OF THE DISPLACED THRESHOLD.
CONTRACTOR SHALL RELOCATE ALL PANELS TO ORIGINAL
LENGTH OF RUNWAY TO DISPLACED THRESHOLDS. THE
PANELS AS REQUIRED TO REFLECT THE REMAINING
CONTRACTOR SHALL RELOCATE EXISTING RDM MARKER
RUNWAY FOR THE ENTIRE LENGTH OF RUNWAY. THE
LOCATED AT 1000' INTERVALS ON BOTH SIDES OF THE
1. EXISTING RUNWAY DISTANCE MARKERS (RDM'S) ARE
PHASE 2 CONSTRUCTION AREA
M A
H
M A
H
B N J
PHASE 2
GOVERNMENT.
OR SALVAGED EQUIPMENT PRIOR TO TURNING OVER TO THE
PREVENT THEFT OF NEW EQUIPMENT PRIOR TO INSTALLATION
THIS IS TO PROVIDE STORAGE OUT OF THE WEATHER AND TO
AND SALVAGED ELECTRICAL AIRFIELD LIGHTING EQUIPMENT.
A BUILDING ON THULE AB, AT HIS OWN EXPENSE, FOR ALL NEW
3. CONTRACTOR SHALL PROVIDE STORAGE SHEDS OR PROCURE
ARE AVAILABLE AT THE STAGING AND BATCH PLANT AREA.
LOCATION OF WATER HOOKUPS. ELECTRICAL HOOKUPS
2. COORDINATE WITH BASE CIVIL ENGINEERING FOR
.0 in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
08 26
RUNWAY
TAXIWAY 2
TAXIWAY B
TAXIWAY 1
TAXIWAY C
TAXIWAY 1
APRON
HANGERS 9 & 10
APRON
EAST OPERATION
APRON
WEST OPERATION
3 4
RUNWAY
TAWIWAY A
STA. 0+00
in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
G
L O
W P
R O
F
IL
E B
A R
R
IC
A D
E A
N D C
L O
S E
D
C-003
T A
X
IW
A Y C
R O
S S D
E T
A
IL
S
M A
H
M A
H
B N J
.0 in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
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D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
6'-0" MIN. TO 10'-0" MAX.
SEE NOTE 3
FLASHING AMBER-YELLOW LIGHT
M A
X
10"
TYPICAL LOW PROFILE BARRICADE DETAIL
NO SCALE
NOTES:
LOCATION FOR FIRE DEPARTMENT AND SECURITY POLICE ACCESS.
7. PROVIDE ONE 12-FOOT GAP BETWEEN LOW PROFILE BARRICADES AT EACH
TOP STRIPES NOT SHOWN FOR CLARITY.
6. REFLECTIVE STRIPES SHALL BE ON ALL LONGITUDINAL SIDES EXCEPT BOTTOM.
THE CONTRACTING OFFICER'S REPRESENTATIVE.
BARRICADES AND HAZARD LIGHTS WITHIN ONE HOUR OF BEING NOTIFIED BY
THE CONTRACTOR SHALL INITIATE AND COMPLETE REPAIRS OF LOW PROFILE
EMERGENCY MAINTENANCE OF LOW PROFILE BARRICADES AND HAZARD LIGHTS.
5. THE CONTRACTOR SHALL HAVE A PERSON AVAILABLE 24 HOURS A DAY FOR
MINUTE.
EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER
4. FLASHING AMBER-YELLOW LIGHTS SHALL HAVE AT LEAST 5 CANDELAS
INTERVALS AT LOCATIONS INDICATED.
3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT
ADVISORY CIRCULAR 150/5370-2E.
2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA
TO PREVENT OVERTURNING DUE TO HIGH WINDS AND JET ENGINE BLAST.
1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT
A A
B
B
B = 12.5'
* FABRIC, SUCH AS CANVAS, ANCHORED WITH SAND BAGS
* ROLLED OUT AND ANCHORED PICKET FENCE
* PLYWOOD ANCHORED DOWN WITH SAND BAGS
* PLYWOOD ANCHORED WITH NAILS
CONSTRUCTED USING ONE OF THE FOLLOWING:
THE CLOSED TAXIWAY CROSSES SHALL BE
INSTALLATION AND REMOVAL OF CLOSED TAXIWAY CROSSES.
BASE OPERATIONS, THROUGH THE CONTRACTING OFFICER, THE TIMING OF
BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL COORDINATE WITH
THROUGHOUT THE CONSTRUCTION CONTRACT, AT THE LOCATIONS DIRECTED
2. CLOSED TAXIWAY CROSS SHALL BE INSTALLED, AT VARIOUS TIMES
BE ALLOWED.
1. PAINTING OF CLOSED TAXIWAY CROSSES DIRECTLY ON PAVEMENT SHALL NOT
SPECIAL NOTES:
C
E N
T E
R T
O C
E N
T E
R
10' CENTER TO CENTER
CORNER LOW PROFILE BARRICADES (2)
TAXIWAY CROSSES SHALL BE YELLOW
L
A = 5'
C
TAXIWAY
EXISTING
S E
E N
O T
E
NO SCALE
CLOSED TAXIWAY CROSS
LOW PROFILE BARRICADES
NO SCALE
TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL
AREA
CONSTRUCTION
SEE NOTE 6
RIM 249.78
ELEC MH
RIM 248.32
ELEC MH
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
ELEV. 247.84
CONC LID
ELEC VAULT
A1
B1
A2
A3
A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A16
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B12
B13
B14
B15
B51
B52
B53
B54
B55
B56
B57
B46
A53
A54
A55
A56
A57
A58
A22
A23
A24
A25
A26
A27
A28
A29
A30
A31
A32
A33
A34
A35
A36
A37
A38
A39
A40
A41
A42
A43
A44
A45
B23
B24
B25
B26
B27
B28
B29
B30
B31
B32
B33
B34
B35
B36
B37
B38
B39
B40
B41
B42
B43
B44
B45
.0 in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
C-004
M
G
THULE AB RUNWAY TOPO & UTILITY MAPPING
POINT # NORTHING EASTING ELEVATION DESCRIPTION
NO SCALE
T O
P O
G R
A P
H
IC
S
U R
V E
Y I
N F
O R
M A
T
IO
TP551
TP554
TP556
TP560
TP 561
TP 563
38,904.648 31,612.047 248.17
39,047.346 29,501.847 245.04
38,945.837 28,359.371 238.04
38,644.526 25,122.775 201.37
40,056.920 25,835.641 206.07
38,536.204 24,011.581 187.48
177' SOUTH & 245' WEST OF CONTROL TOWER
TP 551 @ RNWY STA. 95+81 - 167' RT OF CENTER
TP 554 @ RNWY STA. 75+00 - 167' LT OF CENTER
TP 556 @ RNWY STA. 63+53 - 171' LT OF CENTER
TP 560 @ RNWY STA. 31+02 - 167' LT OF CENTER
TP 563 @ RNWY STA. 19+85 - 161' LT OF CENTER
EXCAVATION WAS COMPLETED TO VERIFY THIS INFORMATION.
WATERLINE SIZE AND TYPE ARE BASED UPON G-TAB MAPS PROVIDED TO LAND SURVEYOR. NO FIELD5.
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS.4.
USING A LEICA TCRA 1103 TOTAL STATION.
FIELD DATA WAS COLLECTED JULY 9TH THRU JULY 18TH, 2011. DATA WAS COLLECTED3.
TO THE OTHER CONTROL STATIONS BY DIFFERENTIAL LEVELS.
(CONTROL TOWER) WAS USED FOR THE VERTICAL POSITION ON THULE AFB AND TRANSFERRED
TWO COMPLETE CLOSED THREE-WIRE BENCHLOOPS. THE VERTICAL POSITION FROM BM - CT
STATION BM - CT (CONTROL TOWER). VERTICAL CONTROL WAS ESTABLISHED BY PERFORMING
HORIZONTAL CONTROL WAS ESTABLISHED ON SITE BY UTILIZING THE SITE CONTROL
THE VERTICAL CONTROL DATUM FOR THIS PROJECT IS THE THULE AB SITE DATUM.
THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS THE THULE AB SITE DATUM. 2
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATON DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, UTILITY FIELD LOCATES AND EXISITNG DRAWINGS (G-TAB) PROVIDED BY THULE AB. THE SURVEYOR
THE UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, THULE AB1.
NOTES:
T A
X
IW
A Y B
T A
X
IW
A Y C
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATIONS
BENCHMARK
MANHOLE
LEGEND
SPOT ELEVATION
CONTROL MONUMENT
Ex
Cx
BM
5860.8
MH
M A
H
M A
H
B N J
.0 in
T H
C .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
162.18
162.57
TRAVPOIN
168.92
TRAVPOIN
BMCOWI2EL
177.37
176.29
TRAVPOIN
182.16
181.87
TRAVPOIN
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
187.48
TRAVPOIN
194.55
197.95
193.26
TRAVPOIN
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
CT
201.74
197.95
201 200
198 1
198198
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
201.37
TRAVPOIN
206.07
TRAVPOIN
211.24
13658
206.65
TRAVPOIN
210.35
TRAVPOIN
217.04
TRAVPOIN
231.12
231.19
TRAVPOIN
238.67
238.04
TRAVPOIN
243.26
244.26
BMCOWI8EL
248.27
248.31
243.36
TRAVPOIN
245.04
TRAVPOIN
246.62
TRAVPOIN
247.22
TRAVPOIN
247.86
TRAVPOIN
248.17
TRAVPOIN
BM
BM
BM
BM
BMBM
BM
BM
BM
BM
BM
BM
BM
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
HH
HH
HH
HH
HH
HH
HH
HHHH
HH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHH
HH
H
HH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
HHHH
B51
B46
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
BM
BM
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB101
R
E A
ASCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
PAVEMENT MARKING
RUNWAY HOLD LINE
PAVEMENT MARKING
RUNWAY HOLD LINE
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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F
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U M
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
162.18
162.57
TRAVPOIN
ELEV. 163.93
METAL LID
ELEC VAULT
H
ELEV. 161.97
METAL LID
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
CONCRETE ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ELEV. 166.35
METAL LID
ELEC VAULT
CONCRETE
CONCRETE
TA
X
IW
Y
-4
-3
-3
-2
-2
-1
-1
-0
RIM 164.99
ELEC MH
RIM 164.65
ELEC MH
RIM 166.45
ELEC MH
ELEV. 162.25
METAL LID
ELEV. 164.50
METAL LID
ELEV. 164.29
METAL LID
H
H
H
H
H
H
H
ELEV. 160.50
METAL LID
ELEC VAULT
H
H
H
H
H
H
H
H
H
H
ELEV. 162.11
METAL LID
ELEC VAULT
H
H
BM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
E
H
H
H
H
H
H
H
H
H
E
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
E
H
H
H
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
B52 B53A53 A54
A43A44A45 B44B45
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB102
R
E A B
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 174.59
CONC LID
ELEC VAULT
ELEV. 172.44
CONC LID
ELEC VAULT
ELEV. 172.47
METAL LID
ELEC VAULT
LIGHTS (PAPI)
PATH INDICATOR
PRECISION APPROACH
ELEV. 177.34
METAL LID
ELEC VAULT
ELEV. 177.37
CONC LID
ELEC VAULT
168.92
TRAVPOIN
BMCOWI2EL
177.37
176.29
TRAVPOIN
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
RIM 176.96
ELEC MH
RIM 176.11
ELEC MH
RIM 172.26
ELEC MH
ELEV. 177.24
CONC LID
ELEC VAULT
ELEV. 174.98
CONC LID
ELEC VAULT
ELEV. 172.47
CONC LID
ELEC VAULT
ELEV. 170.18
CONC LID
ELEC VAULT
ELEV. 177.01
METAL LID
ELEC VAULT
H
H
H
H
H
H
H
E
H
H
H
H
H
H
H
H
H
H
H
H
H
E
E
H
H
H
HBM
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
B54 B55A55 A56
A41A42 B42B43
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB103
R
E A C
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 180.06
CONC LID
ELEC VAULT
ELEV. 182.07
CONC LID
ELEC VAULT
ELEV. 184.60
CONC LID
ELEC VAULT
ELEV. 186.63
CONC LID
ELEC VAULT
182.16
181.87
TRAVPOIN
TRAVPOIN
RIM 187.57
ELEC MH
RIM 183.07
ELEC MH
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ELEV. 186.73
CONC LID
ELEC VAULT
ELEV. 184.51
CONC LID
ELEC VAULT
ELEV. 182.14
CONC LID
ELEC VAULT
ELEV. 179.84
CONC LID
ELEC VAULT
H
H
H
H
H
H
H
BM
H
E
H
H
H H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
B56 B57A57 A58
A39A40 B40B41
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB104
R
E A D
SCALE: 1" = 30'-0"
0 30'30' 10'20'
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
MATCH LINE - SEE SHEET CB114
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 188.92
CONC LID
ELEC VAULT
ELEV. 191.33
CONC LID
ELEC VAULT
ELEV. 193.67
CONC LID
ELEC VAULT
ELEV. 196.38
CONC LID
ELEC VAULT
194.55
193.26
TRAVPOIN
RIM 196.14
ELEC MH
RIM 191.84
ELEC MH
ASPHALT ASPHALT
ASPHALT
ASPHALT
ASPHALT
ELEV. 198.82
CONC LID
ELEC VAULT
ELEV. 196.67
CONC LID
ELEC VAULT
ELEV. 194.48
CONC LID
ELEC VAULT
ELEV. 191.72
CONC LID
ELEC VAULT
ELEV. 189.17
CONC LID
ELEC VAULT
H
H
H
H
H H
H
H
E
H
H
H
H
BM
E
H
H
H
H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A1 B1 A2
A37A38 B38B39
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB105
R
E A E
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
MATCH LINE - SEE SHEET CB114
PAVEMENT MARKING
RUNWAY HOLD LINE
PAVEMENT MARKING
RUNWAY HOLD LINE
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
2ELEV. 204.39
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
ELEV. 206.16
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
ELEV. 205.94
CONC LID
ELEC VAULT
ELEV. 206.42
CONC LID
ELEC VAULT
ELEV. 208.87
CONC LID
ELEC VAULT
197.95
RIM 197.90
ELEC MH
ASPHALT
ASPHALT
ASPHALT
A S P H
A
LT
CONCRETE
TA
X
IW
A Y
B
RIM 197.90
ELEC MH
197.95
201.37
TRAVPOIN
EEBMBM
HH
H
H
H
H
H
H
H
H
H
H H
H H
HH
HHH
HH
HH
H
H
H
H
H
HH
HH
H
H
H
H
H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A3 A4B2 B3
A35A36 B36B37
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB106
R
E A F
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
MATCH LINE - SEE SHEET CB114
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 208.92
CONC LID
ELEC VAULT
ELEV. 211.07
CONC LID
ELEC VAULT
ELEV. 208.87
CONC LID
ELEC VAULT
ELEV. 210.79
CONC LID
ELEC VAULT
ELEV. 211.26
CONC LID
ELEC VAULT
ELEV. 213.84
CONC LID
ELEC VAULT
ELEV. 213.55
CONC LID
ELEC VAULT
ASPHALT
ASPHALT
ASPHALT
ELEV. 214.82
CONC LID
ELEC VAULT
ELEV. 214.77
METAL LID
ELEC VAULT
ELEV. 215.84
CONC LID
ELEC VAULT
ELEV. 216.49
CONC LID
ELEC VAULT
ELEV. 217.33
CONC LID
ELEC VAULT
ELEV. 218.86
CONC LID
ELEC VAULT259
211.24
210.35
TRAVPOIN
217.04
TRAVPOIN
H
H
BM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A5 A6B4 B5 B6
A33A34 B33B34B35
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB107
R
E A G
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 220.77
CONC LID
ELEC VAULT
ELEV. 223.36
CONC LID
ELEC VAULT
ELEV. 226.05
CONC LID
ELEC VAULT
ASPHALT
ASPHALT
ASPHALT
ELEV. 221.09
CONC LID
ELEC VAULT
ELEV. 221.93
CONC LID
ELEC VAULT
ELEV. 223.54
CONC LID
ELEC VAULT
ELEV. 225.96
CONC LID
ELEC VAULT
ELEV. 226.88
CONC LID
ELEC VAULT
ELEV. 228.80
CONC LID
ELEC VAULT
H
H
H
H
H
H
H
H
H
H
H
H
H
H H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A7 A8B6 B7 B8
A31A32 B31B32B33
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB108
R
E A H
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 230.84
CONC LID
ELEC VAULT
ELEV. 233.03
CONC LID
ELEC VAULT
ELEV. 235.50
CONC LID
ELEC VAULT
ELEV. 236.69
CONC LID
ELEC VAULT
ASPHALT
ASPHALT
ASPHALT
ELEV. 231.19
CONC LID
ELEC VAULT
ELEV. 232.18
CONC LID
ELEC VAULT
ELEV. 233.63
CONC LID
ELEC VAULT
ELEV. 235.38
CONC LID
ELEC VAULT
ELEV. 237.07
CONC LID
ELEC VAULT
231.12
231.19
TRAVPOIN
ELEV. 230.69
METAL LID
ELEC VAULT
H
H
HBM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A9 B9
A29A30 B29B30
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB109
R
E A I
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
LINE MARKING
RUNWAY HOLD
M A
H
B N J
M A
H
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ELEV. 238.61
CONC LID
ELEC VAULT
ASPHALT
ASPHALT
ASPHALT
A S P H
A
LT
CONCRETE
CONCRETE
CONCRETE
TA
X
IW
A Y
C
ELEV. 239.09
CONC LID
ELEC VAULT
ELEV. 240.92
CONC LID
ELEC VAULT
ELEV. 242.24
CONC LID
ELEC VAULT
ELEV. 243.00
CONC LID
ELEC VAULT
ELEV. 241.85
CONC LID
ELEC VAULT
ELEV. 241.04
CONC LID
ELEC VAULT
238.67
238.04
TRAVPOIN
243.26
243.36
TRAVPOIN
H
H
H
H
H
E
RIM 237.92
ELEC MH
E
RIM 238.20
ELEC MH
HBMH
H
H
H
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
BMH
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A10 A11B10 B11
A27A28 B27B28
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB110
R
E A J
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ASPHALT
ASPHALT
ASPHALT
ASPHALT
245245245
ELEV. 244.33
CONC LID
ELEC VAULT
ELEV. 244.37
CONC LID
ELEC VAULT
ELEV. 244.96
CONC LID
ELEC VAULT
ELEV. 246.15
CONC LID
ELEC VAULT
ELEV. 246.30
CONC LID
ELEC VAULT
ELEV. 245.80
CONC LID
ELEC VAULT
ELEV. 245.39
CONC LID
ELEC VAULT
ELEV. 244.24
METAL LID
ELEC VAULT
ELEV. 244.80
CONC LID
ELEC VAULT
ELEV. 244.31
CONC LID
ELEC VAULT
244.26
245.04
TRAVPOIN
H
BM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
A12 A13B12 B13
A25A26 B25B26
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB111
R
E A K
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ASPHALT
ASPHALT
ASPHALT
ELEV. 246.75
CONC LID
ELEC VAULT
ELEV. 247.07
CONC LID
ELEC VAULT
ELEV. 247.33
CONC LID
ELEC VAULT
ELEV. 247.54
CONC LID
ELEC VAULT
ELEV. 247.69
CONC LID
ELEC VAULT
ELEV. 247.93
CONC LID
ELEC VAULT
ELEV. 247.96
METAL LID
ELEC VAULT
ELEV. 247.95
CONC LID
ELEC VAULT
ELEV. 247.58
CONC LID
ELEC VAULTELEV. 246.56
METAL LID
ELEC VAULT
ELEV. 247.41
CONC LID
ELEC VAULT
ELEV. 246.77
CONC LID
ELEC VAULTELEV. 245.00
METAL LID
ELEC VAULT
ELEV. 246.30
CONC LID
ELEC VAULT
246.62
TRAVPOIN
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H H
H
H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
ELEV. 247.84
CONC LID
ELEC VAULT
H
H
H
H
H
A14 A15B14 B15
A23A24 B23B24
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB112
R
E A L
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
ASPHALT
ASPHALT
ASPHALT
ELEV. 247.93
CONC LID
ELEC VAULT
ELEV. 248.40
CONC LID
ELEC VAULT
ELEV. 248.49
CONC LID
ELEC VAULT
ELEV. 248.87
CONC LID
ELEC VAULT
ELEV. 247.73
CONC LID
ELEC VAULT
ELEV. 248.26
METAL LID
ELEC VAULT
ELEV. 247.66
CONC LID
ELEC VAULT
ELEV. 248.12
CONC LID
ELEC VAULTELEV. 246.95
METAL LID
ELEC VAULT
ELEV. 247.95
CONC LID
ELEC VAULT
ELEV. 249.01
METAL LID
ELEC VAULT
ELEV. 248.99
CONC LID
ELEC VAULT
BMCOWI8EL
248.27
248.31
247.86
TRAVPOIN
H
H
H H
H
H
H
H BM
H
HBMH
H H H
H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
RIM 248.32
ELEC MH
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
HE
H
H
H
H
H
H
H
H
H
H
H
HH
H
H
H
H
H
H
H
H
H
H
H
H
H
H
E
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
HH
H
H
H
H
HH
HH
A16
A22
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB113
R
E A M
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
B
B M
G
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
PAVEMENT MARKING
RUNWAY HOLD LINE
M A
H
M A
H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
TAXIWAY 1
RIM 248.78
ELEC MH
RIM 249.35
ELEC MH
RIM 249.54
ELEC MH
RIM 249.54
ELEC MH
ELEV. 247.92
METAL LID
ELEV. 247.84
CONC LID
ELEC VAULT
247.22
TRAVPOIN
248.17
TRAVPOIN
H
H
E
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
EE
H
H
H
H
H
H
H
H
H
H E H
H
H
H
H
H
H
H H
H H
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
N
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
.0 in
T H
C B .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B .d
CB114
R
E A N
SCALE: 1" = 40'-0"
0 40'40' 20'
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
MATCH LINE - SEE SHEET CB105 MATCH LINE - SEE SHEET CB106
SEE SHEET CB104
MATCH LINE
M A
H
B M
G M
A H
B N J
.0 in
T H
C B
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C B
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
3 2
BLDG. 1105
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
13658 206.65
TRAVPOIN
KEYPLAN
SCALE: 1"=1000'
N
A B C D E F G H I J K L MGF
H
H
H
H
H
H
H
H
H
H
H
H
H
H H
H
H
H
A5 A6B4 B5 B6
A33A34 B33B34B35
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
BM
BM
.0 in
T H
C D .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
CD107
R
E A G
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
D
R E
M O
V A
L P
L A
N
B M
G
5" ACC TO BE REMOVED
4" ACC TO BE REMOVED
TRANSITION TO BE REMOVED
4" ACC TO 5" ACC
TO BE REMOVED
4" ACC SHOULDER
5.5" ACC TO BE REMOVED
TRANSITION TO BE REMOVED
5" ACC TO 5.5" ACC
TRANSITION TO BE REMOVED
4" ACC TO 5.5" ACC
CORES TAKEN DURING THE 2008 AFCESA AIRFIELD PAVEMENT EVALUATION.
5. EXISTING ACC PAVEMENT THICKNESS SHOWN ARE BASED ON PAVEMENT
BY THE CONTRACTOR AT HIS OWN EXPENSE.
CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED
OR INDICATED TO BE REMOVED THAT ARE MARRED OR REMOVED BY THE
EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA4.
FOR ELECTRICAL REMOVAL SHEETS SEE SHEETS ER107 THRU ER113.3.
SHEETS CD201 THRU CD204 AND SHEETS CP201 THRU CP203 RESPECTIVELY.
FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS SEE2.
WITH A SINGLE FULL DEPTH, VERTICAL SAW CUT.
ALL BITUMINOUS CONCRETE PAVEMENT REMOVALS SHALL BE INITIATED1.
M A
H
M A
H
B N J
NEW ACC PAVEMENT UP AGAINST.
ACC PAVEMENT FACE TO CONSTRUCT
PROVIDE A UNIFORM, VERTICAL EXISTING
PAVEMENT FROM STA. 49+98 TO 50+00 TO
SHALL ALSO REMOVE AND REPLACE PHASE 1
FOR PHSE 2 CONSTRUCTION, THE CONTRACTOR
NOTE:
.0 in
T H
C D
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
.5
.5
.5
.5
C
C D
C D
C
C D
C D
G
CP203CP110
G
CP203CP110
TO REMAIN
EXISTING ACC
S T
A
PHASE 2 CONSTRUCTION LIMITS
PHASE 2 CONSTRUCTION LIMITS
EXISTING PHASE 1 CONSTRUCTION
EXISTING PHASE 1 CONSTRUCTION
EDGE OF PAVEMENT
EDGE OF PAVEMENT
KEYPLAN
SCALE: 1"=1000'
G H I J K L MG
LEGEND: NOTES:
231.12
231.19
TRAVPOIN
H
H
HBM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
A7 A8B6 B7 B8
A31A32 B31B32B33
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
BM
BM
.0 in
T H
C D .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
CD108
R
E A H
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
D
M A
T C
H L
IN
E S
E E S
H E
E T C
D
R E
M O
V A
L P
L A
N
B M
G
5" ACC TO BE REMOVED
4" ACC TO BE REMOVED
TRANSITION TO BE REMOVED
4" ACC TO 5" ACC
TO BE REMOVED
4" ACC SHOULDER
5.5" ACC TO BE REMOVED
TRANSITION TO BE REMOVED
5" ACC TO 5.5" ACC
TRANSITION TO BE REMOVED
4" ACC TO 5.5" ACC
SEE SHEET CD204 FOR DETAILS
EXTRA EXCAVATION REQUIRED
M A
H
M A
H
B N J
CORES TAKEN DURING THE 2008 AFCESA AIRFIELD PAVEMENT EVALUATION.
5. EXISTING ACC PAVEMENT THICKNESS SHOWN ARE BASED ON PAVEMENT
BY THE CONTRACTOR AT HIS OWN EXPENSE.
CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED
OR INDICATED TO BE REMOVED THAT ARE MARRED OR REMOVED BY THE
EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA4.
FOR ELECTRICAL REMOVAL SHEETS SEE SHEETS ER107 THRU ER113.3.
SHEETS CD201 THRU CD204 AND SHEETS CP201 THRU CP203 RESPECTIVELY.
FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS SEE2.
WITH A SINGLE FULL DEPTH, VERTICAL SAW CUT.
ALL BITUMINOUS CONCRETE PAVEMENT REMOVALS SHALL BE INITIATED1.
.0 in
T H
C D
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
H
C D
C D
H
C D
C D
.5
.5
.5
.5
C
C D
C D
C
C D
C D
S T
A . 6
5'
TO REMAIN
EXISTING ACC
TO REMAIN
EXISTING ACC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
KEYPLAN
SCALE: 1"=1000'
NOTES:LEGEND: NOTES:
ELEV. 238.61
ELEC VAULT
ASPHALT
ASPHALT
ASPHALT
A S P H
A
LT
CONCRETE
CONCRETE
CONCRETE
TA
X
IW
A Y
C
ELEV. 239.09
CONC LID
ELEC VAULT
ELEV. 240.92
CONC LID
ELEC VAULT
ELEV. 242.24
CONC LID
ELEC VAULT
ELEV. 243.00
CONC LID
ELEC VAULT
ELEV. 241.85
CONC LID
ELEC VAULT
ELEV. 241.04
CONC LID
ELEC VAULT
238.67
238.04
TRAVPOIN
243.26
243.36
TRAVPOIN
H
H
H
H
H
E
RIM 237.92
ELEC MH
E
RIM 238.20
ELEC MH
HBMH
H
H
H
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
BMH
H
H
A9 B9
A29A30 B29B30
CONC LID
ELEC VAULT
ELEV. 204.57
CONC LID
ELEC VAULT
RIM 197.90
ELEC MH
VENT (TYP.)
FUEL TANK
CULVERT
I.E. 187.30
TOWER
CONTROL
CONDUITS
3 UTILITY
5 UTILITY
WIRES
201.74
197.95
BLDG. 1105
CONC LID
ELEC VAULT
METAL LID
ELEC VAULT
CONC LID
ELEC VAULT
206.07
TRAVPOIN
13658 206.65
TRAVPOIN
BM
BM
.0 in
T H
C D .d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
CD109
R
E A I
SCALE: 1" = 30'-0"
0 30'30' 10'20'
M A
T C
H L
IN
E S
E E S
H E
E T C
D
M A
T C
H L
IN
E S
E E S
H E
E T C
D
R E
M O
V A
L P
L A
N
B M
G
5" ACC TO BE REMOVED
4" ACC TO BE REMOVED
TO BE REMOVED
4" ACC SHOULDER
5.5" ACC TO BE REMOVED
M A
H
M A
H
B N J
TRANSITION TO BE REMOVED
4" ACC TO 5" ACC
TRANSITION TO BE REMOVED
5" ACC TO 5.5" ACC
TRANSITION TO BE REMOVED
4" ACC TO 5.5" ACC
SEE SHEET CD204 FOR DETAILS
EXTRA EXCAVATION REQUIRED
CORES TAKEN DURING THE 2008 AFCESA AIRFIELD PAVEMENT EVALUATION.
5. EXISTING ACC PAVEMENT THICKNESS SHOWN ARE BASED ON PAVEMENT
BY THE CONTRACTOR AT HIS OWN EXPENSE.
CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED
OR INDICATED TO BE REMOVED THAT ARE MARRED OR REMOVED BY THE
EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA4.
FOR ELECTRICAL REMOVAL SHEETS SEE SHEETS ER107 THRU ER113.3.
SHEETS CD201 THRU CD204 AND SHEETS CP201 THRU CP203 RESPECTIVELY.
FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS SEE2.
WITH A SINGLE FULL DEPTH, VERTICAL SAW CUT.
ALL BITUMINOUS CONCRETE PAVEMENT REMOVALS SHALL BE INITIATED1.
.0 in
T H
C D
.d g n
G
E D
H B
M G
J d w g s g e o t e c h
T H
C D .d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
N
S I D
W
D S
B
O M
A H
A
N E
B R
A S
K A
OMAHA DISTRICT
T H
U L E A
B
G R
E E
N L
A N
D
A F
A P
R
IL
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
IC
D
C D
IC
D
C D
H
C D
C D
H
C D
C D
.5
.5
.5
.5
.5
.5
S T
A . 6
5'
S T
A . 6
5'
TO REMAIN
EXISTING ACC
TO REMAIN
EXISTING ACC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
TAXIWAY C
KEYPLAN
SCALE: 1"=1000'
245245245
244.26
245.04
TRAVPOIN
H
BM
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
A10 A11B10…
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