Package_2_-_Replace_Runway_Pavement_Phase_1_-_Plans.pdf
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W912DS-14-B-0009 PLANS PHASE 1
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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
REPLACE RUNWAY PAVEMENT,
THULE AB
PHASE 1
SOLICITATION NUMBER: W912DS-14-B-0009
PROJECT NUMBER: WWCX 07-2001P1
ADVERTISEMENT
APRIL 2014
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G-002
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D
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INDEX
B M
G
TH11G-001.DGN
TH11CB101.DGN
TH11CB102.DGN
TH11CB103.DGN
TH11CB104.DGN
TH11CB105.DGN
TH11CB106.DGN
TH11CB107.DGN
TH11CB108.DGN
TH11CB109.DGN
TH11CB110.DGN
TH11CB111.DGN
TH11CB112.DGN
TH11CB113.DGN
TH11CD101.DGN
TH11CD102.DGN
TH11CD103.DGN
TH11CD104.DGN
TH11CD105.DGN
TH11CD106.DGN
TH11CD107.DGN
TH11CD201.DGN
TH11CD202.DGN
TH11CP101.DGN
TH11CP102.DGN
TH11CP103.DGN
TH11CP104.DGN
TH11CP105.DGN
TH11CP106.DGN
TH11CP107.DGN
TH11CP201.DGN
TH11CP202.DGN
TH11CG101.DGN
TH11CG102.DGN
TH11CG103.DGN
TH11CG104.DGN
TH11CG105.DGN
TH11CG106.DGN
TH11CG107.DGN
TH11CG201.DGN
TH11CG202.DGN
TH11CG301.DGN
TH11CG302.DGN
TH11CG303.DGN
TH11CG304.DGN
TH11CG305.DGN
TH11CG306.DGN
TH11CG307.DGN
TH11CG308.DGN
TH11CG309.DGN
TH11CG310.DGN
TH11CG311.DGN
TH11CG312.DGN
TH11CG313.DGN
TH11CG314.DGN
TH11CG315.DGN
TH11CG316.DGN
G-002
CB101
CB102
CB103
CB104
CB105
CB106
CB107
CB108
CB109
CB110
CB111
CB112
CB113
CD101
CD102
CD103
CD104
CD105
CD106
CD107
CD201
CD202
CP101
CP102
CP103
CP104
CP105
CP106
CP107
CP201
CP202
CG101
CG102
CG103
CG104
CG105
CG106
CG107
CG201
CG202
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 B
REMOVAL PLAN - AREA C
REMOVAL PLAN - AREA D
REMOVAL PLAN - AREA E
REMOVAL PLAN - AREA F
REMOVAL PLAN - AREA G
PAVING PLAN - AREA A
PAVING PLAN - AREA B
PAVING PLAN - AREA C
PAVING PLAN - AREA D
PAVING PLAN - AREA E
PAVING PLAN - AREA F
PAVING PLAN - AREA G
GRADING PLAN - AREA A
GRADING PLAN - AREA B
GRADING PLAN - AREA C
GRADING PLAN - AREA D
GRADING PLAN - AREA E
GRADING PLAN - AREA F
GRADING PLAN - AREA G
RUNWAY PROFILE - RNWY STA. 0+00 TO 29+20
RUNWAY PROFILE - RNWY STA. 29+20 TO 58+00
RUNWAY GRADING SECTIONS - RNWY STA. 0+00 TO 2+50
RUNWAY GRADING SECTIONS - RNWY STA. 3+00 TO 5+50
RUNWAY GRADING SECTIONS - RNWY STA. 6+00 TO 8+50
RUNWAY GRADING SECTIONS - RNWY STA. 9+00 TO 11+50
RUNWAY GRADING SECTIONS - RNWY STA. 12+00 TO 14+50
RUNWAY GRADING SECTIONS - RNWY STA. 15+00 TO 17+50
RUNWAY GRADING SECTIONS - RNWY STA. 17+60 TO 19+50
RUNWAY GRADING SECTIONS - RNWY STA. 20+00 TO 22+50
RUNWAY GRADING SECTIONS - RNWY STA. 23+00 TO 24+50
RUNWAY GRADING SECTIONS - RNWY STA. 25+00 TO 27+50
RUNWAY GRADING SECTIONS - RNWY STA. 27+60 TO 29+50
RUNWAY GRADING SECTIONS - RNWY STA. 30+00 TO 32+50
RUNWAY GRADING SECTIONS - RNWY STA. 33+00 TO 35+50
RUNWAY GRADING SECTIONS - RNWY STA. 36+00 TO 38+50
RUNWAY GRADING SECTIONS - RNWY STA. 39+00 TO 41+50
RUNWAY GRADING SECTIONS - RNWY STA. 42+00 TO 44+20
TH11CG317.DGN
TH11CG318.DGN
TH11CG319.DGN
TH11CT101.DGN
TH11CT102.DGN
TH11CT103.DGN
TH11CT104.DGN
TH11CT105.DGN
TH11CT106.DGN
TH11CT107.DGN
CG317
CG318
CG319
CT101
CT102
CT103
CT104
CT105
CT106
CT107
RUNWAY GRADING SECTIONS - RNWY STA. 44+40 TO 46+20
RUNWAY GRADING SECTIONS - RNWY STA. 46+50 TO 49+00
SPOT ELEVATION PLAN - AREA A
SPOT ELEVATION PLAN - AREA B
SPOT ELEVATION PLAN - AREA C
SPOT ELEVATION PLAN - AREA D
SPOT ELEVATION PLAN - AREA E
SPOT ELEVATION PLAN - AREA F
SPOT ELEVATION PLAN - AREA G
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
SHEET NO. SHEET NO.
AF 111-10-01TH11CB114.DGN CB114 EXISTING CONDITIONS PLAN - AREA N
REMOVAL PLAN - AREA A
REPLACEMENT PAVEMENT SECTIONS - SHEET 2 OF 2
REPLACEMENT PAVEMENT SECTIONS - SHEET 1 OF 2
REMOVAL SECTIONS - SHEET 1 OF 2
REMOVAL SECTIONS - SHEET 2 OF 2
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
TH11CP701.DGN
TH11CP702.DGN
TH11CP703.DGN
TH11CP704.DGN
TH11CP705.DGN
TH11CP706.DGN
TH11CP707.DGN
CP701
CP702
CP703
CP704
CP705
CP706
CP707
PAVEMENT MARKING PLAN - AREA A
PAVEMENT MARKING PLAN - AREA B
PAVEMENT MARKING PLAN - AREA C
PAVEMENT MARKING PLAN - AREA D
PAVEMENT MARKING PLAN - AREA E
PAVEMENT MARKING PLAN - AREA F
PAVEMENT MARKING PLAN - AREA G
AF 111-10-01TH11CP801.DGN CP801 PAVEMENT MARKING DETAILS
AF 111-10-01TH11C-002.DGN C-002
AF 111-10-01TH11CP601.DGN CP601 FOG SEALING PLAN
AF 111-10-01 CP802TH11CP802.DGN DISPLACED THRESHOLD PAVEMENT MARKING DETAILS
AF 111-10-01TH11ER101.DGN ER101 ELECTRICAL REMOVAL PLAN - AREA A
TH11ER102.DGN ER102 ELECTRICAL REMOVAL PLAN - AREA B
TH11ER103.DGN ER103 ELECTRICAL REMOVAL PLAN - AREA C
TH11ER104.DGN ER104 ELECTRICAL REMOVAL PLAN - AREA D
TH11ER105.DGN ER105 ELECTRICAL REMOVAL PLAN - AREA E
TH11ER106.DGN ER106 ELECTRICAL REMOVAL PLAN - AREA F
TH11ER107.DGN ER107 ELECTRICAL REMOVAL PLAN - AREA G
TH11ES101.DGN ES101
TH11ES102.DGN ES102
TH11ES103.DGN ES103
TH11ES104.DGN ES104
TH11ES105.DGN ES105
TH11ES106.DGN ES106
TH11ES107.DGN ES107
TH11ES108.DGN ES108
TH11ES114.DGN ES114
ELECTRICAL SITE PLAN - AREA A
ELECTRICAL SITE PLAN - AREA B
ELECTRICAL SITE PLAN - AREA C
ELECTRICAL SITE PLAN - AREA D
ELECTRICAL SITE PLAN - AREA E
ELECTRICAL SITE PLAN - AREA F
ELECTRICAL SITE PLAN - AREA G
ELECTRICAL SITE PLAN - AREA H
ELECTRICAL SITE PLAN - AREA N
TH11ED101.DGN ED101
TH11ED102.DGN ED102
ELECTRICAL - SITEGEOTECTNICAL - SITE
TH11ED103.DGN ED103
TH11ED901.DGN ED901
TH11ED902.DGN ED902
TH11ED903.DGN ED903
TH11G-002.DGN INDEX
C-001
C-003
C-004
C-005TH11C-005.DGN
TH11C-004.DGN
TH11C-003.DGN
TH11C-001.DGN
RUNWAY GRADING SECTIONS - RNWY STA. 49+50 TO 50+00
EQUIPMENT HEIGHT SAFETY PLAN
AF 111-10-01TH11S-001.DGN S-001
STRUCTURAL - SITE
TH11ED904.DGN ED904
TH11ED905.DGN ED905
TH11ED906.DGN ED906
TH11ED907.DGN ED907
TH11ED908.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
PROJECT LOCATION & CONTRACTOR ACCESS ROUTE
THRESHOLD BAR REINFORCING DETAILS
TH11ED909.DGN
TH11ED910.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
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
E-4B EXISTING VAULT-CONTROL WIRING DIAGRAM FIO
E-15 EXISTING RUNWAY LIGHTING SCHEMATIC WIRING DIAGRAM & COUNTERPOISED GROUNDING FIO
ELECTRICAL DETAILS - SHEET 2 OF 3
ELECTRICAL DETAILS - SHEET 3 OF 3
ELECTRICAL DETAILS - SHEET 1 OF 3
TH11ED104.DGN ED104AF 111-10-01 NEW THRESHOLD BAR DETAILS
TH11ED105.DGN ED105
TH11ED106.DGN ED106
TH11ED107.DGN ED107
AF 111-10-01
AF 111-10-01
AF 111-10-01
TH11ED108.DGN ED108AF 111-10-01
ELECTRICAL WIRING DIAGRAMS
EXISTING AIRFIELD LIGHTING VAULT
ELECTRICAL WIRING DIAGRAMS
TEMPORARY PAPI DETAILS
TH11ES109.DGN ES109 ELECTRICAL SITE PLAN - AREA IAF 111-10-01
TH11CP708.DGN
TH11CP709.DGN
TH11CP710.DGN
TH11CP711.DGN
TH11CP712.DGN
TH11CP713.DGN
CP708
CP709
CP710
CP711
CP712
CP713
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
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
AF 111-10-01
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US ARMY CORPS
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0500' 500'
500SCALE.
INCH FEET=1
NOTES:
LOW PROFILE BARRICADE - SEE NOTE 3
CONTRACTOR ACCESS ROUTE
LEGEND:
NO SCALE
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
PROJECT WORK AREA & ACCESS PLAN
SITE USE PLAN
S T
A
S T
A
C-001
FOR CLOSED TAXIWAY MARKING DETAILS.
COORDINATED WITH THE AIRFIELD MANAGER. SEE SHEET C-004
4. EXACT LOCATION OF CLOSED TAXIWAY MARKINGS SHALL BE
PHASE 1
SHOWN ON THIS SHEET.
OBTAINED FROM THE QUARRY SHOWN ON THE SITE USE PLAN
2. ALL AGGREGATES REQUIRED FOR THIS PROJECT SHALL BE
SEE NOTE 4
BE INSTALLED AT THIS LOCATION
CLOSED TAXIWAY CROSS TO
C-004 FOR LOW PROFILE BARRICADE DETAILS.
COORDINATED WITH THE AIRFIELD MANAGER. SEE SHEET
3. EXACT LOCATION OF LOW PROFILE BARRICADES SHALL BE
P R
O J E
C T L
O C
A T
IO
N C
O N
T R
A C
T O
R
A C
C E
S S R
O U
T E
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
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
SEE NOTE 12
COORDINATED WITH THE THULE AB AIRFIELD MANAGER.
REMOVE EXISTING RUNWAY CENTERLINE MARKINGS. ALL WORK SHALL BE
50+00 TO STA. 100+06.94 IMMEDIATELY AFTER THULE AB PERSONNEL
REFLECTIVE WHITE RUNWAY CENTERLINE MARKINGS FROM RUNWAY STA.
MARKINGS. THE CONTRACTOR SHALL BE REQUIRED TO PLACE NEW
THE CONTRACTOR IS REQUIRED TO REMOVE THE DISPLACED THRESHOLD
MARKINGS FROM RUNWAY STA. 50+00 TO STA. 100+06.94 AT THE SAME TIME
THULE AB PERSONNEL WILL REMOVE ALL EXISTING RUNWAY CENTERLINE
12. REFERENCE SHEET CP802. UPON COMPLETION OF ALL PHASE 1 WORK,
OPERATIONS ONLY.
11. AIR FORCE AIRCRAFT OPERATIONS NOTE: RUNWAY 08/26 VFR
SECURITY FORCES AND LOGISTICS.
COMMUNICATIONS, GROUND AND FLIGHT SAFETY, ENVIRONMENTAL,
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.
PROJECT WORK AREA - SEE NOTE 12
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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 & 9
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
I:
d w g s g e o t e c h
T H
C .d
G
E Q
U
IP
M E
N T H
E
IG
H T S
A F
E T
Y P
L A
N
C-002 in
T H
C .d g n
G
E D
H B
M G
I:
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
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
4000'1000'
D
IS
P L
A C
E D T
H R
E S
H O
L D R
N W
Y . S
T A . 6
R N
W Y . S
T A . 5
W Y . S
T A . 5
D O
F D
IS
P L
A C
E D O
V E
R R
U N
R N
W Y . S
T A . 0
E N
D O
F R
U N
W A
Y
R N
W Y . S
T A . -2
.9
E N
D O
F R
W Y O
V E
R R
U N
-1.208% SLOPE
USEABLE RUNWAYDISPLACED OVERRUN
APPROACH-DEPARTURE CLEARANCE SURFACE 50H:1V
200' - SEE NOTE 1
10' SAFETY BUFFER
2016 CONSTRUCTION AREA
HEIGHT LIMIT
MAXIMUM EQUIPMENT
SURFACE ELEVATION
EXISTING RUNWAY CL
NOT TO SCALE
TEMPORARY DISPLACED THRESHOLD IMAGINARY SURFACE LONGITUDINAL PROFILE
A R
E A A
T E
N D O
F D
IS
P L
A C
E D O
V E
R R
U N
E Q
U
IP
M E
N T A
L L
O W
E D W
IT
H
IN
C
O N
S T
R U
C T
IO
N
'-8
" M A
X
IM
U M H
E
IG
H T O
F C
O N
S T
R U
C T
IO
N
BE LIMITED TO TWO (NOT INCLUDING THE 15'-8" RESTRICTION AT THE END OF THE TEMPORARY OVERRUN).
SAME IDENTIFIABLE MARKING, SUCH AS A BLACK SQUARE. THE TOTAL NUMBER OF RESTRICTED AREA HEIGHT SIGNS SHALL
THE SIGN AND ALL ASSOCIATED EQUIPMENT LIMITED TO THAT HEIGHT RESTRICTION SHALL BE CLEARLY MARKED WITH THE
RESTRICTIONS(FOR EXAMPLE - NO EQUIPMENT WITH A MAXIMUM OPERATING HEIGHT ABOVE 25' BEYOND THIS POINT).
ITS MAXIMUM OPERATING HEIGHT AND HOW THE VARIOUS EQUIPMENT WILL BE VISIBLY IDENTIFIABLE AS TO ITS HEIGHT
TO) TEMPORARY SIGNAGE WITHIN THE CONSTRUCTION AREA DENOTING WHERE EQUIPMENT WILL BE RESTRICTED DUE TO
OF 45 DAYS PRIOR TO INITIATING WORK WITHIN THE CONSTRUCTION AREA. THE PLAN SHALL INCLUDE (BUT NOT LIMITED
CLEARANCE BOUNDARIES. THIS PLAN WILL BE SUBMITTED FOR APPROVAL BY THE CONTRACTING OFFICER A MINIMUM
CONTRACTOR WILL UTILIZE TO MAKE SURE NONE OF HIS EQUIPMENT OR PERSONNEL WILL PENETRATE THE HEIGHT
THE DISPLACED THRESHOLD. THE PLAN SHALL ALSO INCLUDE THE STANDARD OPERATIONS PROCEDURES THAT THE
HEIGHT THAT WILL BE OPERATING WITHIN THE CONSTRUCTION AREA WHILE THE RUNWAY REMAINS OPERATIONAL WITH
ASSURE HIS COMPLIANCE WITH THE HEIGHT RESTRICTIONS. THIS PLAN SHALL LIST ALL EQUIPMENT ALONG WITH ITS
3. THE CONTRACTOR SHALL SUBMIT AN EQUIPMENT HEIGHT SAFETY OPERATION PLAN DETAILING HOW HE SHALL
OPERATIONS
THE ONLY TIME THIS LINE CAN BE PENETRATED IS WHEN THE RUNWAY IS COMPLETELY CLOSED TO AIRCRAFT
PROFILE ABOVE AT ALL TIMES THE RUNWAY REMAINS OPERATIONAL UNDER THE DISPLACED THRESHOLD.
2. ALL EQUIPMENT AND PERSONNEL MUST BE KEPT BELOW THE "MAXIMUM EQUIPMENT HEIGHT LIMIT" LINE IN THE
PLAN AND PROFILE RUNWAY IMAGINARY SURFACES.
1. FOR INFORMATION ONLY, REFERENCE UFC 3-260-01, FIGURE 3-15 CLASS B ARMY AND AIR FORCE RUNWAY AIRSPACE
NOTES:
5000' in
T H
C .d g n
G
E D
H B
M G
I:
d w g s g e o t e c h
T H
C .d
C-003
M
G
C O
N S
T R
U C
T
IO
N S
E Q
U E
N C
E P
L
PAVEMENT CONSTRUCTION SEQUENCE
0500' 500'
500SCALE.
INCH FEET=1
LEGEND
NOTES
MATRIX NOTES:
CONSTRUCTION SEQENCE
CONSTRUCTION SEQUENCE MATRIX
LOCATION CONSTRUCTION FEATURES
STAGE I : 2014
STAGE III : 2016 GENERAL
GENERAL MOBILIZATION OF CONTRACTOR EQUIPMENT AND MATERIALS
DEMOBILIZATION OF CONTRACTOR EQUIPMENT AND UNUSED MATERIALS
S T
A
AND BATCH PLANT AREA
CONTRACTOR STAGING
CONSTRUCTION STAGE : YEAR
PHASE 1
STA. 0+00 TO STA. 50+00
RUNWAY
S T
A .9
(SEE CONSTRUCTION SEQUENCE MATRIX NOTES)
FOG SEALING
CONTROL JOINT INSTALLATION & SEALING
RUNWAY PAVEMENT MARKINGS
RUNWAY DISTANCE MARKER RELOCATIONS
RUNWAY 08 END THRESHOLD BAR REMOVAL AND REPLACEMENT
RUNWAY EDGE LIGHTING SYSTEM REMOVAL AND REPLACEMENT
RUNWAY PAVEMENT REMOVAL AND REPLACEMENT
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
15 SEPTEMBER 2015)
(15 MARCH 2015 THRU
STAGE II : 2015
CONSTRUCTION SEASON.
FEATURES TO PROVIDE 10,006.94 FOOT BY 150 FOOT ACTIVE RUNWAY AT THE END OF PHASE 1, STAGE II
4. THE CONTRACTOR SHALL RESTORE PAVEMENTS, PAVEMENT MARKINGS AND LIGHTING SYSTEM
15 MARCH 2015 AND 15 SEPTEMEBER 2015.
3. THE 2015 PHASE 1, STAGE II CONSTRUCTION SEASON IS DEFINED AS THE TIME PERIOD BETWEEN
DURING THE 2015 PHASE 1, STAGE II CONSTRUCTION SEASON.
2. ALL PHASE 1 WORK REQUIRED BY THIS CONTRACTOR ON THE RUNWAY SHALL BE ACCOMPLISHED
INSTALL TEMPORARY DISPLACED THRESHOLD AT STA. 60+00.
1. DURING PHASE 1, STAGE II, MAINTAIN MINIMUM ACTIVE RUNWAY STA. 60+00 TO STA. 100+06.94.
PHASE 1 CONSTRUCTION AREA - SEE NOTE 4
TO 100+06.94)
DISPLACED THRESHOLD MARKINGS. (RUNWAY STA. 50+00
REQUIRED BY THE CONTRACTOR UPON REMOVAL OF THE
RUNWAY CENTERLINE MARKING INSTALLATION SHALL BE
4. OUTSIDE OF THE PHASE 1 CONSTRUCTION AREA SHOWN,
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
I:
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
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
I:
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-004
T A
X
IW
A Y C
R O
S S D
E T
A
IL
S
.0 in
T H
C .d g n
G
E D
H B
M G
I:
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
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
I:
d w g s g e o t e c h
T H
C .d
C-005
M
G
UNDERGROUND ELECTRIC LINE
UNDERGROUND COMMUNICATIONS
BENCHMARK
MANHOLE
LEGEND
SPOT ELEVATION
CONTROL MONUMENT
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
Ex
Cx
BM
5860.8
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
MH
.0 in
T H
C .d g n
G
E D
H B
M G
I:
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
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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'
H I J K L MA B C D E F G
B52 B53A53 A54
A43A44A45 B44B45
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
B54 B55A55 A56
A41A42 B42B43
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
B56 B57A57 A58
A39A40 B40B41
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A1 B1 A2
A37A38 B38B39
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
ELEV. 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
H I J K L MA B C D E F G
A3 A4B2 B3
A35A36 B36B37
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A5 A6B4 B5 B6
A33A34 B33B34B35
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A7 A8B6 B7 B8
A31A32 B31B32B33
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A9 B9
A29A30 B29B30
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A10 A11B10 B11
A27A28 B27B28
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
A12 A13B12 B13
A25A26 B25B26
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
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
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
H I J K L MA B C D E F G
RIM 249.78
ELEC MH
RIM 248.32
ELEC MH
H
A16
A22
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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
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
H
HH
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
E
H
E
H
H
H
H
HH
H
H
H
H
H
H
H
H
HH
H E H
H
H
H
H
H
H
H
H
H
HH
H
HH
HH
H H
HH
HH
HH
HH
HH
HH
H
H
H
H
HH
HH
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
H I J K L MA B C D E F G
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
I:
d w g s g e o t e c h
T H
C
B .d
X
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
.0 in
T H
C
B .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
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'
H I J K L MA B C D E F G
162.18
162.57
TRAVPOIN
H
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
DEGREE MARKER (TYP.)
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
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
HH
H
H
HH
E
H
H
HH
HH
HH
H
HH
H
HH
HHHH
HH
H
H
HHHH
H
H
HH
H
HH
H
H
H
HHH
HH
H
HH
H
HHHH
HH
H
HH
HHHH
HHHH
HHHH
HHHH
HHH
HH
H
HH
HHHH
HHHH
HH
E
HH
HHHH
HHHH
HHHH
HHHH
HHHH
H
H
H
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
D .d g n
G
E D
H B
M G
I:
d w g s g e o t e c h
T H
C
D .d
CD101
R
E A A
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 ER101 THRU ER107.3.
SHEETS CD201 THRU CD202 AND SHEETS CP201 THRU CP202 RESPECTIVELY.
FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS SEE2.
WITH A SINGLE FULL DEPTH, VERTICAL SAW CUT.
ALL BITUMINOUS CONCRETE PAVEMENT REMOVALS SHALL BE INITIATED1.
NOTES CON'T:
EXISTING THRESHOLD BAR REMOVAL REQUIREMENTS.
REPLACEMENT DETAIL. SEE ELECTRICAL REMOVAL PLAN SHEET ER101 FOR ADDITIONAL
SHEET CP201 REPLACEMENT DETAIL 3 FOR FULL STRENGTH RUNWAY THRESHOLD BAR
SECTION EXCEPT WHERE THE NEW THRESHOLD BAR IS TO BE CONSTRUCTED. SEE
BARS. THE BARS SHALL BE REPLACED WITH A FULL STRENGTH RUNWAY PAVEMENT
6. CONTRACTOR SHALL REMOVAL ALL EXISTING ACTIVE AND ABANDONED THRESHOLD
.0 in
T H
C
D .d g n
G
E D
H B
M G
I:
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
M A
H
M A
H
B N J
A F
P L
A C
E R
U N
W A
Y P
A V
E M
E N
T P
H A
S E
A P
R
IL
-4
-3
-3
-2
-2
-1
-1
-0
A
C D
C D
A
C D
C D
1 B
C D
C D
B
C D
C D
N 38,194.51
E 22,048.76
47.5'
47.5'
27'
9.67'
.5
.5
.5
.5
.5
.5
10'
S T
A . 3
OVERRUN
TO REMAIN
EXISTING ACC
TO REMAIN
EXISTING ACC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
BAR TO BE REMOVED - SEE NOTE 6
EXISTING ABANDONED THRESHOLD
SEE NOTE 6
TO BE REMOVED
THRESHOLD BAR
EXISTING ACTIVE
BAR TO BE REMOVED - SEE NOTE 6
EXISTING ABANDONED THRESHOLD
BAR TO BE REMOVED - SEE NOTE 6
EXISTING ABANDONED THRESHOLD
.5
.5
KEYPLAN
SCALE: 1"=1000'
A B C D E F G
NOTES:LEGEND:
ELEV. 174.59
ELEC VAULT
ELEV. 172.44
CONC LID
ELEC VAULT
ELEV. 172.47
M…
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