Drawings-W9128F-17-R-0054.pdf
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- MASS PARKING APRON REPAIR Federal contract opportunity
- Solicitation number
- W9128F17R0054
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...\MI\MIB6\40000 Design Products\CAD_BIM\_Sheets\MIB6_G-001.dwg
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G-001
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
OMAHA DISTRICT
MINOT AFB, NORTH DAKOTA
REPAIR MASS PARKING APRON
SECTION 2
W9128F-17-R-0054
W9128F-17-C-00XX
JULY 2017
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INDEX
DESIGN FILE FILE NUMBER SHEET NO. DESCRIPTION
GEOTECHNICAL (SITE)
ELECTRICAL (SITE)
MIB6_CG302.dwg
MIB6_CG301.dwg
MIB6_CG102.dwg
MIB6_CG101.dwg
MIB6_CP802.dwg
MIB6_CP801.dwg
MIB6_CP702.dwg
MIB6_CP701.dwg
MIB6_CP505.dwg
MIB6_CP504.dwg
MIB6_CP503.dwg
MIB6_CP502.dwg
MIB6_CP501.dwg
MIB6_CP402.dwg
MIB6_CP401.dwg
MIB6_CP201.dwg
MIB6_CP103.dwg
MIB6_CP102.dwg
MIB6_CP101.dwg
MIB6_CD201.dwg
MIB6_CD102.dwg
MIB6_CD101.dwg
MIB6_VF102.dwg
MIB6_VF101.dwg
MIB6_C-004.dwg
MIB6_C-003.dwg
MIB6_C-002.dwg
MIB6_C-001.dwg
MIB6_B-301.dwg
MIB6_B-101.dwg
MIB6_G-002.dwg
MIB6_G-001.dwg
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
CG302
CG301
CG102
CG101
CP802
CP801
CP702
CP701
CP505
CP504
CP503
CP502
CP501
CP402
CP401
CP201
CP103
CP102
CP101
CD201
CD102
CD101
VF102
VF101
C-004
C-003
C-002
C-001
B-301
B-101
G-002
G-001
SPOT ELEVATION PLAN - AREA B
SPOT ELEVATION PLAN - AREA A
GRADING PLAN - AREA B
GRADING PLAN - AREA A
PAVEMENT MARKING DETAILS - SHEET 2 OF 2
PAVEMENT MARKING DETAILS - SHEET 1 OF 2
PAVEMENT MARKING PLAN - AREA B
PAVEMENT MARKING PLAN - AREA A
HYDRANT FUEL PIT POSITIONING AND ELEVATION PLAN
HYDRANT FUEL PIT SURFACE DRAINAGE DETAILS
REINFORCEMENT DETAILS
JOINT SEALANT DETAILS
JOINT DETAILS
JOINT LAYOUT PLAN - AREA B
JOINT LAYOUT PLAN - AREA A
PAVEMENT REPLACEMENT SECTIONS
GEOMETRIC PLAN
PAVING PLAN - AREA B
PAVING PLAN - AREA A
PAVEMENT REMOVAL SECTIONS
REMOVAL PLAN - AREA B
REMOVAL PLAN - AREA A
EXISTING CONDITIONS PLAN - AREA B
EXISTING CONDITIONS PLAN - AREA A
TOPOGRAPHIC SURVEY INFORMATION PLAN
LOW PROFILE BARRICADE DETAILS
PROJECT LOCATION PLAN - SHEET 2 OF 2
PROJECT LOCATION PLAN - SHEET 1 OF 2
PAVEMENT CORING LOGS
PAVEMENT CORING LOCATION PLAN
INDEX
COVER
MIB6_ES501.dwg
MIB6_ES101.dwg
AF113-10-07
AF113-10-07
ES501
ES101
ELECTRICAL DETAILS
ELECTRICAL SITE PLAN
MASS PARKING APRON FUEL LINE AS-BUILTS
MIB6_ES908.dwg
MIB6_ES907.dwg
MIB6_ES906.dwg
MIB6_ES905.dwg
MIB6_ES904.dwg
MIB6_ES903.dwg
MIB6_ES902.dwg
MIB6_ES901.dwg
MIB6_MU912.dwg
MIB6_MU911.dwg
MIB6_MU910.dwg
MIB6_MU909.dwg
MIB6_MU908.dwg
MIB6_MU907.dwg
MIB6_MU906.dwg
MIB6_MU905.dwg
MIB6_MU904.dwg
MIB6_MU903.dwg
MIB6_MU902.dwg
MIB6_MU901.dwg
MIB6_CP904.dwg
MIB6_CP903.dwg
MIB6_CP902.dwg
MIB6_CP901.dwg
MIB6_B-901.dwg
ES908
ES907
ES906
ES905
ES904
ES903
ES902
ES901
MU912
MU911
MU910
MU909
MU908
MU907
MU906
MU905
MU904
MU903
MU902
MU901
CP904
CP903
CP902
CP901
B-901
MPA FUEL LINE GROUNDING POINT DETAILS AS BUILTS - FOR INFORMATION ONLY
MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 3 OF 3 - FOR INFORMATION ONLY
MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 2 OF 3 - FOR INFORMATION ONLY
MPA FUEL LINE CATHODIC PROTECTION SITE PLAN AS BUILTS - SHEET 1 OF 3 - FOR INFORMATION ONLY
MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 4 OF 4 - FOR INFORMATION ONLY
MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 3 OF 4 - FOR INFORMATION ONLY
MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 2 OF 4 - FOR INFORMATION ONLY
MPA FUEL LINE ELECTRICAL SITE PLAN AS BUILTS - SHEET 1 OF 4 - FOR INFORMATION ONLY
MPA FUEL PIT DETAILS AS BUILTS - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 8 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 7 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 6 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 5 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 4 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 3 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 2 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE PROFILE AS BUILTS - SHEET 1 OF 8 - FOR INFORMATION ONLY
MPA FUEL LINE STE PLAN AS BUILTS - SHEET 3 OF 3 - FOR INFORMATION ONLY
MPA FUEL LINE STE PLAN AS BUILTS - SHEET 2 OF 3 - FOR INFORMATION ONLY
MPA FUEL LINE STE PLAN AS BUILTS - SHEET 1 OF 3 - FOR INFORMATION ONLY
EXISTING TIE DOWN ANCHOR DETAILS - FOR INFORMATION ONLY
FUEL PIT PLANS AND DETAILS - FOR INFORMATION ONLY
EXISTING SURFACE DRAINAGE DETAILS - FOR INFORMATION ONLY
REFUELING OUTLET REPLACEMENT DETAILS - FOR INFORMATION ONLY
EXISTING BORING LOCATION PLAN & LOGS - FOR INFORMATION ONLY
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
AF113-10-07
1639.246
1640.173
MW
1639.470
1643.919
1638.962
1639.620
1640.118
1639.659
1639.223
1643.621
1639.237
1643.764
1638.575
1643.884
1639.379
1644.016
1638.850
1638.366
1640.737
1638.224
1641.627
1640.845
1640.170
1638.361
1639.728
2261637.838
1637.475
1641.804
1635.487
1635.291
1640.248
1635.379
1635.234
1635.297
1638.683
1636.465
1637.274
1635.969
1635.528
1636.998
1635.908
1640.033
1636.520
1638.471
1637.802
1635.335
1637.658
1638.114
1641.804
1637.503
1638.334
1641.487
1635.529
1635.346
1641.024
1635.788
1641.862
MW
MW
FINISHED FLOOR EL.= 1648.522
45 16
5 165
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B-101
NN
SCALE: 1" = 200' - 0"
400'0 200'
MI15-08
MI15-01
MI15-09
MI15-03
MI15-02
MI15-04
MI15-10
MI15-06
MI15-05
MI15-11
MI15-07
PAVEMENT CORING LOCATION AND DESIGNATION
ON THE PAVEMENT REMOVAL PLAN. SEE SHEET B-301 FOR PAVEMENT CORING LOGS.
PAVEMENT CORES WERE TAKEN TO CONFIRM PAVEMENT THICKNESS AS SHOWN
NOTE:
LEGEND:
MI15-09
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12.8
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MI15-01
APR. 26, 2015
5D E
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T
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF
LABORATORY DATA. SEE "M" ON THE CONDENSED LOG OF CORINGS FOR
LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
CORING NUMBER
NATURAL MOISTURE CONTENT IN PERCENTM
CORING LEGEND CORING NOTES
MI15-11
DATE CORING COMPLETEDAPR. 26, 2015
2. SEE SHEET B-101 FOR PAVEMENT CORING LOCATION PLAN.
SP-SM
18% coarse sand, 26% fine gravel, 4% coarse gravel brown, 5% fines, 7% fine sand, 40% medium sand, SAND WITH SILT AND GRAVEL, dark yellowish
10.2
M
MI15-02
APR. 26, 2015
SP-SC
15% coarse sand, 21% fine gravel, 13% coarse gravel gray, 7% fines, 7% fine sand, 37% medium sand, SAND WITH CLAY AND GRAVEL, dark greenish
CONCRETE, 15 INCHES THICK
10.6
M
MI15-03
APR. 26, 2015
CONCRETE, 15.36 INCHES THICK
4.4
M
MI15-04
APR. 26, 2015
CONCRETE, 18.12 INCHES THICK
GP
6% coarse sand, 25% fine gravel, 47% coarse gravel 4% fines, 5% fine sand, 13% medium sand, GRAVEL WITH SAND, dark yellowish brown, 8.6
M
MI15-05
APR. 26, 2015
CONCRETE, 15.12 INCHES THICK
8.8
M
MI15-06
APR. 26, 2015
5 D E
P T
H I
N F
E E
T
5D E
P T
H I
N F
E E
T
5 D E
P T
H I
N F
E E
T
11.1
M
MI15-07
APR. 26, 2015
CONCRETE, 15.24 INCHES THICK
SP-SM
13% coarse sand, 25% fine gravel, 7% coarse gravel brown, 6% fines, 14% fine sand, 35% medium sand, SAND WITH SILT AND GRAVEL, dark yellowish
8.4
M
MI15-08
APR. 26, 2015
GP
sand, 52% fine gravel, 16% coarse gravel 4% fine sand, 11% medium sand, 14% coarse GRAVEL WITH SAND, very dark gray, 3% fines, 10.1
M
MI15-09
APR. 26, 2015
ASPHALT, 2.64 INCHES THICK
5D E
P T
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N F
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T
5 D E
P T
H I
N F
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T
8.1
M
MI15-10
APR. 26, 2015
GP
gravel, 31% coarse gravel sand, 13% medium sand, 10% coarse sand, 41% fine GRAVEL WITH SAND, dark gray, 2% fines, 3% fine
9.0
M
MI15-11
APR. 26, 2015
ASPHALT, 2.88 INCHES THICK
5D E
P T
H I
N F
E E
T
5 D E
P T
H I
N F
E E
T
ASPHALT, 2.76 INCHES THICK
some fines, trace coarse gravel medium sand, fine gravel, coarse sand, some fine sand, SAND WITH SILT AND GRAVEL, dark yellowish brown, SP-SM some fine sand, some fines, trace coarse gravel brown, medium sand, fine gravel, coarse sand, SAND WITH SILT AND GRAVEL, dark yellowish
SP-SM SP-SM
some fines, trace coarse gravel medium sand, fine gravel, coarse sand, some fine sand, SAND WITH SILT AND GRAVEL, dark yellowish brown, trace fines, trace fine sand coarse gravel, some coarse sand, some medium sand, GRAVEL WITH SAND, very dark gray, fine gravel, GP
GP
coarse sand, fine sand, fines coarse gravel, fine gravel, medium sand, GRAVEL WITH SAND, dark yellowish brown, % fines PERCENT OF SOIL BY DRY WEIGHT PASSING THE NO. 200 SIEVE
CONCRETE, 18.6 INCHES THICK
CONCRETE, 14.88 INCHES THICK
ASPHALT, 3.84 INCHES THICK
PCC PCC PCC
PCCPCCPCC
PCC
ACC ACC
ACCACC
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ADVERTISEMENT
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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CORPS OF ENGINEERS
AIRFIELD OPERATIONS
MAGIC CITY GATE
NORTH GATE
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P A
IR
M
A S
S P
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C-001
CONDITION BY REPAIRING POTHOLES, RUTS, AND SOFT YIELDING SPOTS.
1. THE CONTRACTOR SHALL RESTORE ALL HAUL ROUTES BACK TO ORIGINAL
CONTRACTING OFFICER FOR APPROVAL OF LOCATIONS.
ZONES AT ALL TIMES FOR FIRE DEPARTMENT. COORDINATE AREA WITH THE
2. CONTRACTOR SHALL PROVIDE A 12' WIDE ACCESS THROUGH WORK
POINT OF ENTRY FOR CONTRACTORS WORKING AT MINOT AFB.
THE HAUL ROUTE IS A MAIN ACCESS POINT FOR MINOT AFB AND A MAIN
OTHER CONTRACTORS, SECURITY POLICE AND BASE OPS AS A PORTION OF
3. THE HAUL ROUTE WILL BE USED BY THE GENERAL BASE POPULATION,
PASSABLE AT ALL TIMES.
4. THE CONTRACTOR SHALL MAINTAIN THE HAUL ROUTE SO IT REMAINS
GENERAL CONSTRUCTION NOTES:
PROFILE BARRICADES.
THROUGH THE CONTRACTING OFFICER THE EXACT LOCATION OF ALL LOW
5. CONTACTOR SHALL COORDINATE WITH MINOT AFB AIRFIELD MANAGER
POWER FOR THE BATCH PLANT AND OTHER FACILITIES.
REQUIRED TO PROVIDE HIS OWN TRANSFORMER TO PROVIDE USABLE
THE SIZE OF THE EXISTING TRANSFORMER. THE CONTRACTOR SHALL BE
CONTRACTOR SHALL CONTACT VERENDRYE ELECTRIC TO DETERMINE
THE UTILITY COMPANY DIRECTLY FOR ALL POWER CONSUMED. THE
SHOWN. THE CONTRACTOR SHALL INSTALL A METER AND REIMBURSE
6. POWER IS AVAILABLE FOR CONTRACTOR USE AT THE LOCATION
ROADS, IF REQUIRED.
CONTRACTOR SHALL JACK-AND-BORE WATER LINE UNDER ANY EXISTING
HYDRANT WITH MINOT AFB THROUGH THE CONTRACTING OFFICER.
BATCH PLANT SITE. CONTRACTOR SHALL COORDINATE ACCESS TO FIRE
PROVIDE HIS OWN CONNECTION AND MEANS OF CONVEYING WATER TO THE
MINOT AFB BASE CIVIL ENGINEERING OFFICE. THE CONTRACTOR SHALL
MEASURE THE WATER CONSUMPTION AND REPORT THE WATER USAGE TO
WATER METER DOWNSTREAM OF THE EXISTING FIRE HYDRANT TO
AT NO EXPENSE TO THE CONTRACTOR. THE CONTRACTOR SHALL INSTALL A
7. WATER IS AVAILABLE FOR CONTRACTOR USE AT THE LOCATION SHOWN
FOUR INCHES OF TOPSOIL AND ALL DISTURBED AREAS SHALL BE SEEDED.
RETURNED TO ITS ORIGINAL PRE-CONSTRUCTION CONDITION, TOPSOILED WITH
PROJECT AND THE STAGING/STORAGE AREA / BATCH PLANT AREA SHALL BE
NEW IMPROVEMENTS SHALL BE REMOVED AT THE COMPLETION OF THE
ROUTE TO ALLOW FOR SAFE PASSAGE OF CONSTRUCTION EQUIPMENT. ALL
WORKING PLATFORM AND WIDENING OF UNIMPROVED PORTIONS OF THE HAUL
DRAINAGE SYSTEMS, IMPORTING AGGREGATE MATERIALS TO PROVIDE A STABLE
IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO: GRADING, INSTALLING
/STORAGE AREA/BATCH PLANT AREA/HAUL ROUTE TO MEET HIS NEEDS.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMPROVE THE STAGING
ALL OF THE CONTRACTOR'S HEAVY EQUIPMENT.
AREA, HAUL ROUTE, AND CONSTRUCTION FREE ZONE ARE OFF LIMITS TO
11. ALL AREAS ON MINOT AFB OTHER THAN THE CONTRACTOR'S STAGING
EXTENDED HOURS OF GATE ACCESS THROUGH THE CONTRACTING OFFICER.
SHEET. FOURTEEN DAYS IN ADVANCE THE CONTRACTOR MAY REQUEST
CONTRACTOR SHALL USE THE ALTERNATE HAUL ROUTE AS SHOWN ON THIS
FOR HOURS OF WORK. WHEN UTILIZING THE MAGIC CITY GATE, THE
WEEK, BUT THE CONTRACTOR SHALL ABIDE BY CONTRACT REQUIREMENTS
WHICH IS MANNED BY GOVERNMENT SECURITY FORCES 24 HOURS / 7 DAYS A
PM. AFTER HOURS, THE CONTRACTOR MAY USE THE MAGIC CITY GATE
BY GOVERNMENT SECURITY FORCES 5 DAYS A WEEK FROM 6:00 AM TILL 5:30
TO AVOID ACCESS DELAYS. CONTRACTOR ACCESS POINT WILL BE MANNED
STRATEGICALLY SCHEDULE PERSONNEL ACCESS AND MATERIAL DELIVERY'S
VEHICLES ONE VEHICLE AT A TIME. THEREFORE, THE CONTRACTOR SHALL
ONE SET OF GOVERNMENT SECURITY FORCES WILL BE INSPECTING
GOVERNMENT SECURITY FORCES PRIOR TO ACCESS TO MINOT AFB. ONLY
12. ALL CONTRACTOR VEHICLES AND EQUIPMENT SHALL BE INSPECTED BY
STAGING/STORAGE/BATCH PLANT AREA.
LOCKING GATE AROUND THE ENTIRE PERIMETER OF THE CONTRACTOR
13. THE CONTRACTOR SHALL INSTALL A CHAIN LINK SECURITY FENCE WITH
EXISTING BASE AND SUBGRADE MATERIALS.
TIME. STEEL BUCKET OR BLADE EQUIPMENT MAY BE USED TO REMOVE/REPLACE
BUCKET OR BLADE IN DIRECT CONTACT WITH ANY PAVEMENT TO REMAIN AT ANY
14. STEEL BUCKET OR BLADE EQUIPMENT SHALL NOT OPERATE WITH THE
AND USACE TO THE USACE STATING THAT THE ROAD HAS BEEN ACCEPTED.
ROAD RELEASE SIGNED BY THE ENTITY IN CHARGE OF THE ROAD, CONTRACTOR
THAT MAY REQUIRE MAJOR REPAIRS. CONTRACTOR SHALL PROVIDE A HAUL
PRIOR TO FINAL HAUL ROAD INSPECTION FOR PURPOSE OF DISCUSSING AREAS
CONTRACTOR AND USACE. THE CONTRACTOR MAY SCHEDULE AN INSPECTION
INSPECTION SHALL TAKE PLACE WITH THE ENTITY IN CHARGE OF THE ROAD,
HAUL ROADS HAVE BEEN RESTORED TO ORIGINAL OR BETTER CONDITION, AN
WHILE WORKING ON PROJECT. UPON COMPLETION OF PROJECT AND AFTER THE
SUBMITTED TO THE USACE. THE CONTRACTOR SHALL MAINTAIN ALL ROADS
DETAILED REPORT AND EITHER VIDEO RECORDED OR PHOTOGRAPHED AND
AND USACE. INSPECTION WILL BE DOCUMENTED BY THE CONTRACTOR WITH
PRE-HAUL ROAD INSPECTION WITH ENTITY IN CHARGE OF ROAD, CONTRACTOR
8. ALL ROADS USED FOR HAULING, EITHER ON OR OFF BASE, SHALL REQUIRE A
CONTRACTOR HAULING OPERATIONS.
PAVEMENTS. THE VACUUM TRUCK SHALL OPERATE CONTINUOUSLY DURING
VACUUMING TRUCK WHICH IS SPECIFICALLY MANUFACTURED TO CLEAN AIRFIELD
CLEAN. THE CONTRACTOR SHALL PROVIDE A SELF-CONTAINED PAVEMENT
CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY SWEPT AND VACUUMED
VEHICLES. ALL ACTIVE AIRFIELD PAVEMENTS TRAFFICKED BY THE CONTRACTOR'S
CONTROL ON ALL AIRFIELD PAVEMENT THAT IS TRAVERSED BY THE CONTRACTOR'S
15. THE CONTRACTOR SHALL PERFORM DAILY FOD (FOREIGN OBJECT DEBRIS)
MINOT GATE EXIT
MINOT GATE
ALERT AVENUE
ALERT AVENUE
APR
O
N (M
PA)
M
ASS PAR
KIN
G
U
N W
AY 12/30
TAXIW
AY C
H
AR
LIE
TAXIW
AY BR
AVO
TAXIWAY JULIET
TAXIW
AY LIM
A
H
AM
M
ER
H
EAD
ALPH
A
TAXIW
AY A &
HAMMERHEAD
& DELTA
TAXIWAY D
HIGHWAY 83
TACAN
LEGEND:
CONTRACTOR HAUL ROUTE
T O M
IN
O
T
N D
LO
C
ATIO
N
- SEE N
O
TE 5
BAR
R
IC
AD
ES AT TH
IS
IN
STALL LO
W
PR
O
FILE
ALERT APRON
9, 10 AND 13
BATCH PLANT AREA - SEE NOTES
CONTRACTOR STAGING/STORAGE/
TAXIW
AY EC
H O
TAXIW
AY EC
H O
PLANT AREA.
HAUL ROUTE TO ACCESS MINOT AIR FORCE BASE AND THE STAGING / BATCH
TIME, THE CONTRACTOR SHALL UTILIZE THE NORTH GATE AND THE ASSOCIATED
ROUTE FROM US HIGHWAY 83 TO THE BATCH PLANT / STAGING AREA. AT THAT
DOWN THE REPAIR MASS PARKING APRON SECITON 2 CONTRACTOR'S MAIN HAUL
17. A PORTION OF THE RECONSTRUCTION OF BOMBER BOULEVARD MAY SHUT
BOULEVARD REPAIR CONTRACTOR FOR SITE ACCESS, AS REQUIRED.
COORDINATE WITH THE DOCK 6 RENOVATION CONTRACTOR AND THE BOMBER
THE BOMBER BOULEVARD REPAIR PROJECTS. THE CONTRACTOR SHALL
CONSTRUCTION CONCURRENTLY WITH THE DOCK 6 RENOVATION PROJECT AND
16. THE REPAIR MASS PARKING APRON SECTION 2 PROJECT WILL BE UNDER
S U
M M
IT
D
R
IV
E
MISSILE
BO
M
BER
BLVDRUNWAY 30 END
PROJECT LOCATION - SEE SHEET C-002
RUNWAY 12 END
SEE NOTE 6
POWER SUPPLY
SEE NOTE 7
HYDRANT
FIRE
BO
M
BER
BLVD
200'
TAXIW
AY G
O
LF
TAXIW
AY KILO
D R
IV
E
M
IN
U T E
M
SCALE: 1" = 1000' - 0"
0 2000'1000'
AVENUE
ALTERNATE CONTRACTOR HAUL ROUTE
MILLED ASPHALT DISPOSAL AREA
DISPOSAL AREA
MILLED ASPHALT
CONTRACTOR HAUL ROUTE - SEE NOTE 16
D O
C K 6
AND 2 MILES EAST OF THIS INTERSECTION.
COORDINATION WITH THE TOWNSHIP. US 83 ACCESS IS 1 MILE NORTH
AT HIS OWN EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL
SHALL MEET ALL OTHER REQUIREMENTS SET FORTH BY THE TOWNSHIP
ROADS USED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR
IMPROVE, MAINTAIN, AND PROVIDE DUST CONTROL FOR ALL TOWNSHIP
UNIMPROVED TOWNSHIP ROAD. CONTRACTOR SHALL BE REQUIRED TO
BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE.
STAGING AREA FENCE SHALL BE MOWED, TRIMMED AND KEPT WEEED FREE
10. THE STAGING AREA / BATCH PLANT SITE AND 5' AREA BEYOND THE
SPAN THE ENTIRE WIDTH OF THE MPA
BE LOCATED AT AT HIS LOCATION AND
LOW PROFILE BARRICADES SHALL
LINE SENSOR (BLS) LOCATION
MASS PARKING APRON BURIED
WARNING SIGN (TYP.)
NEW RESTRICTED AREA
SPAN THE ENTIRE WIDTH OF THE MPA
102.5' FROM TAXIWAY GOLF CENTERLINE AND
LOW PROFILE BARRICADES SHALL BE LOCATED
FY 18 DOCK 6 RENOVATION
CONCURRENT CONSTRUCTION GATE - SEE NOTE 5
AIRFIELD ACCESS
IS UNIMPROVED NATIVE GRASSES
AT THIS LOCATION, HAUL ROUTE
AREA MARKINGS - SEE NOTE 3
REFLECTIVE RESTRICTED
TEMPORARY 6" RED, NON-
S O
L
IC
IT
A T
IO
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O
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S
IG
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D B
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D B
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D A
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C O
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O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
T A
X
IW
A Y G
O L F
MASS PARKING APRON
FLIGHT LINE DRIVE
(T
Y P
(T
Y P
102.5'
EXISTING HANGAR - DOCK 5
117.5'
TAXIWAY ECHO
M
IN
U T
E M
A N D
R
IV
E
FLIGHT LINE DRIVE
NOTES:
LOW PROFILE BARRICADES - SEE NOTE 2
LEGEND:
CONTRACTING OFFICER.
MINOT SECURITY FORCES AND THE DOCK 6 RENOVATION CONTRACTOR, THROUGH THE
THE CONTRACTOR SHALL COORDINATE THE USE OF THE AIRFIELD ACCESS GATE WITH THE
5. THE AIRFIELD ACCESS GATE SHALL BE UTILIZED BY THE DOCK 6 RENOVATION CONTRACTOR.
CONTRACTORS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
MARKINGS. ANY PERMANENT PAVEMENT MARKINGS THAT WERE MARRED OR REMOVED BY THE
PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE THE TEMPORARY RESTRICTED AREA
COORDINATED WITH THE AIRFIELD MANAGER AND THE SECURITY FORCES. IMMEDIATELY AFTER
TEMPORARY RESTRICTED AREA LINE. THE EXACT LOCATION OF THE LINE SHALL BE
4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL ESTABLISH THE NEW
3. SEE SHEET CP801 FOR RESTRICTED AREA WARNING SIGN DETAILS.
2. SEE SHEET C-003 FOR LOW PROFILE BARRICADE DETAILS.
1. SEE SHEET C-001 FOR GENERAL CONSTRUCTION NOTES.
AIR FORCE OPERATION NOTES:
CONSTRUCTION SITE INTO DOCK 5.
CONSTRUCTION SITE WILL BE 25 FEET. THEREFORE, ALL AIRCRAFT SHALL BE TOWED PAST THE
2. THE DISTANCE FROM THE WINGTIP TO THE LOW PROFILE BARRICADES WEST OF THE
CONSTRUCTION SITE AND UTILIZE WING WALKERS.
CONSTRUCTION SITE WILL BE 10 FEET. THEREFORE, ALL AIRCRAFT SHALL BE TOWED PAST THE
1. THE DISTANCE FROM THE WINGTIP TO THE LOW PROFILE BARRICADES EAST OF THE
CONTRACTOR HAUL ROUTE
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SCALE: 1" = 100' - 0"
100' 200'0
L
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SHEET ID
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2 3 4 5 6 7 8 9 10
F
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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NO SCALE
M A
X
NOTES:
TYPICAL LOW PROFILE BARRICADE DETAIL
SEE NOTE 4
FLASHING LIGHT
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
EFFECTIVE INTENSITY AND FLASH AT A RATE OF 55 TO 160 FLASHES PER MINUTE.
4. FLASHING LIGHTS SHALL BE RED OR AMBER AND SHALL HAVE AT LEAST 5 CANDELAS
INTERVALS AT LOCATIONS INDICATED.
3. LOW PROFILE BARRICADES SHALL BE SPACED AT A MAXIMUM OF 10 FOOT
CIRCULAR 150/5370-2F OR AIR FORCE ETL 04-02.
2. BARRICADES SHALL COMPLY WITH THE REQUIREMENTS OF FAA ADVISORY
TO PREVENT OVERTURNING DUE TO HIGH WINDS AND JET ENGINE BLAST.
1. LOW PROFILE BARRICADES SHALL BE ANCHORED OR OF SUFFICIENT WEIGHT
AREA
CONSTRUCTION
NO SCALE
C
E N
T E
R T
O C
E N
T E
R
10' CENTER TO CENTER
LOW PROFILE BARRICADES
CORNER LOW PROFILE BARRICADES (2)
TYPICAL LOW PROFILE BARRICADE LAYOUT DETAIL
SEE NOTE 7
S E
E N
O T
E
6'-0" MIN. TO 10'-0" MAX.
10"
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A H
A D
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C-003
C
A P
IT
O L A
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N U
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W F -1
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ADVERTISEMENT
A F -1
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IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
NN
SCALE: 1" = 200' - 0"
IH15-17 C 518396.551 1761216.355 1651.126 ALUMINUM CAP ON REBAR
IH15-17 B 517726.970 1762134.858 1648.150 ALUMINUM CAP ON REBAR
IH15-17 A 518359.231 1762615.759 1648.179 ALUMINUM CAP ON REBAR
MAFB MON 99 515340.595 1769389.470 1627.580 1/2" STAINLESS STEEL ROD IN SLEEVE
NAME NORTHING EASTING ELEVATION DESCRIPTION
CONTROL DATA
WERE SUPPLIED BY MINOT AFB CE OFFICE.
THIS SURVEY WAS BASED ON THE RECORD VALUE FOR MAFB MON 99. VALUES 6)
COMBINED GRID FACTOR IS: 0.9998029855)
CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)
FIELD SURVEY DATE: MAY 2015.
TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)
VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT MAFB MON 99.
ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)
NORTH DAKOTA STATE PLANE NORTH (3301). THEY ARE BASED ON CONTROL POINT MAFB MON 99.
AMERICAN DATUM of 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:
GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)
SURVEY NOTES
CO
F
E
C O
M M
S
A N
T
O R
MW
T
G
E
COMM
G
STATIC GROUND CONNECTION / TIE DOWN ANCHOR
TAXIWAY GUIDANCE SIGN
TAXIWAY LIGHT
GAS REGULATOR
COMM VAULT
WATER VALVE
FUEL HYDRANT
PAD MOUNTED TRANSFORMER
TELEPHONE / COMM PEDISTAL
SIGN
E
COM
TAXIWAY END LIGHT
GUY ANCHOR
GPS MONUMENT
ELECTRICAL VAULT
COMMUNICATION VAULT
FIRE HYDRANT
ELECTRICAL DEVICE
ELECTRICAL PEDISTAL
FLOW INDICATOR VALVE
CLEAN OUT
SYMBOLS LEGEND
BORE HOLE LOCATION
SHRUB
POWER POLE
LIGHT POLE
MONITORING WELL
STORM MANHOLE
SANITARY MANHOLE
COMM MANHOLE
LIGHT TOWER
GRATED CURB INLET
CULVERT PIPE
DITCH CENTERLINE
FENCE
UNDERGROUND COMM LINE
TAXIWAY CENTERLINE
UNDERGROUND ELECTRICAL
UNDERGROUND STORM DRAIN
JET PETROLEUM
LINESTYLES LEGEND
400'0 200'
IH 15-17A
IH 15-17C
IH 15-17B
A H
A D
IS
T R
IC
T
C
A P
IT
O L A
V E
N U
E
O M
A H
A
N E
W F -1
-C -0
X
X
J U
L Y
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
W F -1
-R -0
M
IN
O T A
F B
N O
R T
H D
A K
O T
A
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P A
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M
A S
S P
A R
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C T
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-0
M
IB
C -0
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M
H U
C K
L E
B
G O
L
IB
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B
G O
L
IB
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B F
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T
P O
G R
A P
H
IC
S
U R
V E
Y I
N F
O R
M A
T
IO
N P
L A
C-004
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS PRIOR TO CONSTUCTION.
2) CONSTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION.
ALL UTILITIES ARE SURFACE INDICATION ONLY. NOT ALL UTILITIES WERE MARKED COMPLETELY. 1)
GENERAL NOTES
I 1
5-
1647.906 1647.173
1648.941 1648.0691648.503
1647.939 1647.282
1648.877 1648.1741648.577
1648.319 1647.584
1647.5341648.756 1648.0161648.296
1648.361 1647.622
1647.430
1648.425 1647.729 1647.109
1648.663 1647.879
1647.845 1647.195
1647.8881648.183
1647.979
1647.785
1648.110 1647.395
1647.644
1648.260 1647.430
1647.5971648.385
1648.280
1647.4731648.814 1648.445
1648.009
.2
.5
1647.704
.5
.1
.5
1646.508
.7
.8
.7
.3
.1
.2
1645.525
.8
.6
.9
.4
1645.581
.2
.9
.7
.0
1648.738
.6
1648.049
.1
.6
.6
.0
1643.470
1645.209
1646.442
.7
.0
.5
.2
.9
.2
.5
.9
.7
.8
.3
.3
.0
.7
.0
1648.802
.4
1648.109
.7
.2
.2
.9
1643.239
.7
1646.412
.9
.1
.5
.1
.8
1643.903
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1647.340
1648.405
1646.947
1647.664
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1645.978
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1647.644
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1647.396
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1648.381
1646.265
1645.791
1646.416
1648.544
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1647.645
1647.359
1643.723
1648.001
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1648.205
1647.247
1648.941
1644.947
1645.733
1647.762
1644.101
1646.122
1645.616
1646.429
1645.251
1646.730
1646.795
1647.116
1647.391
1643.705
1647.282
1648.234
1647.586
1647.073
1649.075
1648.175
1644.722
1645.699
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1648.384
1646.092
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1645.182
1646.656
1646.809
1647.572
1647.658
1647.450
1648.073
1648.679
1647.347
1647.223
1647.841
1648.445
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1645.849
1648.642
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1648.557
1645.718
1646.578
1646.635
1646.959
1647.154
1647.376
1647.993
1647.726
1648.243
1647.355
1648.768
1647.427
1647.204
1648.531
1648.462
1645.947
1648.093
1648.582
1646.153
1645.696
1646.621
1646.6531647.197
1648.397
1647.277
1647.728
1648.027
1647.522
1647.442
1648.522
1647.042
1647.845
1648.386
1646.019
1646.213
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1647.554
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(NEW FENCE) (NEW FENCE)
(NEW FENCE)
(OLD FENCE REMOVED)
(OLD FENCE REMOVED)
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F F
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D E
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D B
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D E
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D B
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D A
T E
C O
N T
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C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
.8
.2
.4
.7
.2
.1
.3
.6
.9
.4
.1
.4
49 NOTES:
THE ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE PRESENT.
1. ALL TOPOGRAPHIC INFORMATION SHOWN SHALL BE VERIFIED BY THE CONTRACTOR.
B
A
KEY PLAN
SCALE: 1" = 400'-0"
NN
...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\MIB6_VF101
1:03:23 PM 7/6/2017 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
A H
A D
IS
T R
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T
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A H
A
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F
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IS
T
IN
G C
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D
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IO
N S P
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VF101
SCALE: 1" = 30' - 0"
60'0 30'
MATCHLINE - AREA B
C
A P
IT
O L A
V E
N U
E
W F -1
-C -0
X
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ADVERTISEMENT
A F -1
5-
1647.849 1647.477
1647.1341647.735
1647.626
1647.816
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1647.936
1648.317
1647.956 1647.622
1647.0961647.702
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1647.611
1647.600
1648.365
1647.426
1647.889
1647.842
1647.380
1647.325
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1647.818
1647.293
1647.971
1647.582
1645.927
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1647.982
1647.410
1648.191
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1647.878
1646.571
1647.509
1647.1821647.822
1647.844
1647.571
1647.972
1647.301
1648.241
1644.948
1647.659
1647.155
1648.014
1647.163
1647.679
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1646.969
1647.6671648.306
1645.196
1646.954
1646.094
1646.521
1645.573
1646.024
1647.878
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1648.297
1645.091
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1645.378
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1647.2801648.488 1648.106
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BLAST DEFLECTOR BLAST DEFLECTOR BLAST DEFLECTOR BLAST DEFLECTOR
1647.551
1647.446
1647.509 1647.468
1647.297 1647.307
1647.362
1647.234 1647.176
1647.301 1647.221
1647.131 1647.027
1647.160 1647.061
1647.949 1647.808
1647.906
1647.748
1647.308 1647.308
(54" RCP) (54" RCP) (54" RCP) (54" RCP)
(54" RCP)
(54 " R
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F
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
1644.656
1644.9351644.987
1644.741
.7
.8
.5
.6
.4
.3
.8
.1
.4
.5
.0
1645.655 1644.616
1644.606
(A
SP
H
ALT
(A
SP
H
ALT
(A
SP
H
ALT
(A
SP
H
ALT
NOTES:
THE ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE PRESENT.
1. ALL TOPOGRAPHIC INFORMATION SHOWN SHALL BE VERIFIED BY THE CONTRACTOR.
B
A
KEY PLAN
SCALE: 1" = 400'-0"
NN
...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\MIB6_VF102
1:04:07 PM 7/6/2017 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
A H
A D
IS
T R
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A H
A
N E
F
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B E
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F
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A M
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A N
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W F -1
-R -0
M
IN
O T A
F B
N O
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H D
A K
O T
A
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P A
IR
M
A S
S P
A R
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IN
G A
P R
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C T
IO
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B
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B F
L E
E A B
E X
IS
T
IN
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O N
D
IT
IO
N S P
L A
VF102
60'0 30'
MATCHLINE - AREA A
C
A P
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O L A
V E
N U
E
W F -1
-C -0
X
X
J U
L Y
ADVERTISEMENT
A F -1
5-
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1648.384
1646.092
1645.651
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1645.182
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1648.073
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1647.223
1647.841
1648.445
.4
1645.849
1648.642
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1645.718
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1648.386
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1648.359
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1647.4801648.142
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1643.695
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1645.287
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1645.682
1648.630
1644.114
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1644.547
1643.917
1648.314 1647.741
1645.016
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1646.8601647.0901647.230 1647.2241647.3351647.445
BLAST DEFLECTOR BLAST DEFLECTOR
1647.554
IN
V=
.9 S
FT
IN
V=
.9 S
FT
IN
V=
.9 S
FT
IN
V=
.9 S
FT
IN
V=
.9 S
FT
IN
V=
.9 S
FT
IN
V=
.9 S
FT
(NEW FENCE) (NEW FENCE)
(NEW FENCE)
(OLD FENCE REMOVED)
(OLD FENCE REMOVED)
1640 1640
164516
(2
R C
P
(2
R C
P
(2 R
C P
BO
X
IN
VER
T=
5.
" R
C P
IN
VER
T
.9
" R
C P
IN
VER
T=
8.
SF
T
IN
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T
.4
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IN
VER
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.3
TO
P
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.6
IN
VER
T
.8
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T
.4
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EL.
.1
IN
VER
T
.1
TO
P
EL.
.8
T
G
T
S
S
E
E
F F
G
S
B
F
F
F
FF
F
SEE NOTE 1
SEE NOTE 1
TO REMAIN ( TYP.)
EXISTING PAVEMENT MARKINGS
TO REMAIN ( TYP.)
EXISTING PAVEMENT MARKINGS
BLAST DEFLECTOR TO REMAIN
OUTLET PIT B-17 TO REMAIN
EXISTING HYDRANT FUEL
SEE NOTE 2
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
.8
.2
.4
.7
.2
.1
.3
.6
.9
.4
.1
.4
A
C D
C D
C D
.7
MASS PARKING APRON
W
W
W
W
W
W
W
W
WWWW
W
WWWWWWWW
C
CD201CD101
C
CD201CD101
7 @ 21.5' = 150.5' 7 @ 25' = 175'
181.29' 152.57' 20.18' 31.34'
46.5'
.5
.5
B
C D
C D
C D
EXISTING HANGAR - DOCK 5
51.5'
9.96'
3" ACC TO BE REMOVED
18" PCC TO BE REMOVED
TO BE REMOVED
16" - 18" PCC TRANSITION
TO BE REMOVED
15" - 16" PCC TRANSITION
15" PCC TO BE REMOVED
TO BE REMOVED
PAVEMENT MARKINGS
6.5" ACC TO BE REMOVED
NOTES:
ENTIRE PANEL REINFORCED - SEE NOTE 5
- THE JOINT SURROUNDING HYDRANT FUEL PITS. (SEE SHEET CP902 FOR ADDITIONAL DETAILS)
- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.
- THE JOINT ADJACENT TO STRUCTURES.
LOCATIONS:
CONTRACTOR SHALL ASSUME THAT A THICKENED EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING
PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF THE SURROUNDING PAVEMENT. THE
9. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL ASSUME THAT THE
RECONSTRUCTED, AS REQUIRED, TO MATCH THE NEW FINISH GRADE.
8. THE EXISTING OBSERVATION RISER SHALL BE PROTECTED IN PLACE. THE OBSERVATION RISER SHALL BE
GRINDING, ATTACHING AND COATING FUEL PIPE SHALL BE INCIDENTAL TO PAVEMENT REMOVALS.
RECOATED. ALL COSTS ASSOCIATED THE REPAIR OF CATHODIC PROTECTION WIRES, INCLUDING EXCAVATING, COATING SHALL BE GROUND OFF, THE WIRE RE-ATTACHED PER DETAILS ON SHEET ES501 AND THE FUEL PIPE
PRIOR TO CONSTRUCTION OR DAMAGED DURING DEMOLITION, THE FUEL PIPE MUST BE EXCAVATED, THE
REPLACEMENT STATIONS AND ACCESS PORTS. IF WIRE HAS BEEN PREVIOUSLY DAMAGED OR DISCONNECTED
PROTECTION TEST STATIONS AND ACCESS PORTS. EXISTING WIRES TO FUEL PIPES SHALL BE REUSED IN
7. CONTRACTOR SHALL PROTECT ALL WIRES CONNECTED TO FUEL PIPE WHEN DEMOLISHING CATHODIC
REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY
6. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR INDICATED TO BE
PLAN VIEW ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
5. ALL ODD-SHAPED SLABS, SLABS WITH STRUCTURAL PENETRATIONS AND SLABS LABELED WITH A "W" ON THE
SUBBASE COURSE GRADE.
REMOVED, PLACE AND COMPACT RIGID BASE COURSE MATERIAL TO RAISE THE TOP OF SELECT MATERIAL
PAVEMENT. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS LESS THAN THE EXISTING PAVEMENT
REMOVE EXISTING SELECT MATERIAL SUBBASE COURSE AS NECESSARY TO CONSTRUCT THE NEW PCC
4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING PAVEMENT REMOVED, RESPECTIVELY.
3. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVEMENT REPLACEMENT SECTIONS,
2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH, VERTICAL SAWCUT.
SHEET CD201 FOR DOUBLE SAWCUT DETAIL.
1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH, VERTICAL SAWCUT. SEE
W
LEGEND:
TO BE REMOVED - SEE NOTE 7
CATHODIC PROTECTION TEST PIT
5" ACC TO BE REMOVED
2" ACC TO BE REMOVED
MINIMUM OF 2 FEET. SEE SHEET CP904 FOR DETAILS.
BEEN MOVED TO CLEAR ALL PAVEMENT JOINTS AND OPENINGS BY A
C.C., ALTERNATE ROWS STAGGERED. ANCHOR LOCATIONS MAY HAVE
CONNECTIONS / TIE DOWN ANCHORS ARE SPACED 30' O.C. IN ROWS 30'
THE PAVEMENT REMOVAL AREA SHALL BE REMOVED. STATIC GROUND
10. ALL STATIC GROUND CONNECTIONS / TIE DOWN ANCHORS WITHIN
TIE DOWN ANCHOR - SEE NOTE 10
STATIC GROUND CONNECTION /
B
A
KEY PLAN
SCALE: 1" = 400'-0"
NN
...\MI\MIB6\40000 Design Products\CAD_BIM\_Sheets\MIB6_CD101
2:53:02 PM 7/17/2017 PD: NWO_pdf.pltcfg DS: NWO_Screen.dscript.dscript
A H
A D
IS
T R
IC
T
C
A P
IT
O L A
V E
N U
E
O M
A H
A
N E
W F -1
-C -0
X
X
J U
L Y
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
A N
S I
D
W F -1
-R -0
M
IN
O T A
F B
N O
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H D
A K
O T
A
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P A
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M
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L A
CD101
60'0 30'
MATCHLINE - AREA B
PI
PE
D
IR
EC
TI
O N
SEE NOTE 1
TO REMAIN ( TYP.)
EXISTING PAVEMENT MARKINGS
BLAST DEFLECTOR TO REMAIN
SEE NOTE 2 SEE NOTE 2
TO REMAIN - SEE NOTE 8
EXISTING OBSERVATION RISER
S O
L
IC
IT
A T
IO
N N
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S
IG
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IS
S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
0+00.00
PI
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1644.935
.1
.1
1647.705
1645.800
.3
.9
.0
.5
.7
.3
1646.017
.3
.3
E
.2
1645.586
.0
1645.689
.1
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.7
.8
1648.287
.4
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1645.162
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.7
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1645.556
1647.022
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1645.673
.9
.5
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.8
1648.376
.5
.4
.3
.4
.6
.0
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.7
.7
.3
.0
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.6
.6
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E
.8
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1647.271
1646.341
1645.841
1645.228
1647.916
1645.061
1647.447
1647.157
1646.291
1648.444 1647.842
1645.077
1644.987
.2
1647.071
1646.013
1645.645
1645.923
1647.933
1645.267
1647.099
1648.101
1644.956
1645.479
.3
1645.157
1645.302
1647.045
1646.448
1645.879
1648.395
1645.245
1647.155
1647.596
1647.980
1648.593
1647.463
1645.402
1648.214
1644.741
1646.650
.7
1646.063
.8
1645.791
1645.221
1647.644
1645.671
1647.213
1646.815
.5
1646.547
.6
1645.886
1645.118
1647.565
1645.621
1647.135
1646.843
1646.465
1645.599
1648.370
1645.111
1647.767
1645.132
1647.328
1646.936
1646.377
1645.732
1648.321
1645.186
1647.771
1645.721
1647.252
1645.486
1645.776
S
1648.071
.0
1645.455
1645.745
1645.166
1646.913
1646.435
1648.420
1645.087
1648.606
1645.688
.4
1647.694
1646.396
1648.007
1645.967
1645.136
1645.380
1648.692
1645.658
.3
1645.229
1646.969
1647.6671648.306
1645.196
1646.954
1646.094
1646.521
1645.573
1646.024
1647.878
1645.941
1646.768
1647.433
1648.297
1645.091
1645.575
1645.083
1645.562
.8
1646.143
.1
1645.474
1646.957
1645.959
1645.378
1646.683
1647.424
1648.204
1645.057
1648.512
1647.538
1645.551
1648.154
1645.024
1645.500
1646.202
1645.456
.4
1647.779
1646.589
1647.374
1644.960
1646.326
1645.428
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1646.854
1647.672
1646.508
1647.2801648.488 1648.106
.6
S
.7
.8
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1646.417
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1645.957
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1646.860
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1647.251
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1645.223
1645.655
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1646.939
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1645.918
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1647.090
.7
.8
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1647.287
1645.278
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1645.285
.9
.7
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1645.804
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1647.353
1645.209
.9
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1647.224
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1648.131
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1646.921
.5
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.9
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1647.787
1645.647
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1648.199
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1646.799
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1645.335
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1648.056
1646.253
1647.639
1645.533
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1648.554
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1645.340
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1648.040
1646.439
1647.668
1645.941
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1648.629
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1646.008
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1647.562
1645.363
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1646.244
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1645.498
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1647.445
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1648.499
1646.741
.0
1645.350
.8
1644.616
.3
1644.606
.2
F F
BLAST DEFLECTOR BLAST DEFLECTOR BLAST DEFLECTOR BLAST DEFLECTOR
GG
1647.551
1647.446
1647.509 1647.468
1647.297 1647.307
1647.362
1647.234 1647.176
1647.301 1647.221
1647.131 1647.027
1647.160 1647.061
1647.949 1647.808
1647.906
1647.748
1647.308 1647.308
(A
SP
H
ALT
(A
SP
H
ALT
(A
SP
H
ALT
(A
SP
H
ALT
E
EE
E
E
E
EE
E
E
E
EE
E
E
E
EE
E
E
E
EE
E
E
E
EE
E
E
E
EE
E
E
(54" RCP) (54" RCP) (54" RCP) (54" RCP)
(54" RCP)
(54 " R
CP)
(6 S
U B D
R A
IN
F
F
FF
F
F
BO
X
IN
VER
T=
4.
BO
X
IN
VER
T=
4.
BO
X
IN
VER
T=
3.
F
A
C D
C D
C D
T A
X
IW
A Y G
O L F
MASS PARKING APRON
C
CD201CD102
C
CD201CD102
W W W W W W W W W W W
W
W
W
W
W
W
W
W
335.49'
.2
7 @ 21.5' = 150.5' 7 @ 25' = 175'
OUTLET PIT B-1 TO REMAIN
EXISTING HYDRANT FUEL
B
C D
C D
C D
18.3'
3" ACC TO BE REMOVED
18" PCC TO BE REMOVED
TO BE REMOVED
16" - 18" PCC TRANSITION
TO BE REMOVED
15" - 16" PCC TRANSITION
15" PCC TO BE REMOVED
TO BE REMOVED
PAVEMENT MARKINGS
6.5" ACC TO BE REMOVED
NOTES:
ENTIRE PANEL REINFORCED - SEE NOTE 5
- THE JOINT SURROUNDING HYDRANT FUEL PITS. (SEE SHEET CP902 FOR ADDITIONAL DETAILS)
- THE JOINT BETWEEN SLABS OF DIFFERENT SIZES.
- THE JOINT ADJACENT TO STRUCTURES.
LOCATIONS:
CONTRACTOR SHALL ASSUME THAT A THICKENED EDGE EXPANSION JOINT EXISTS AT THE FOLLOWING
PAVEMENT AT THAT LOCATION IS 1.3 TIMES THE THICKNESS OF THE SURROUNDING PAVEMENT. THE
9. AT LOCATIONS OF THICKENED EDGE EXPANSION JOINTS, THE CONTRACTOR SHALL ASSUME THAT THE
RECONSTRUCTED, AS REQUIRED, TO MATCH THE NEW FINISH GRADE.
8. THE EXISTING OBSERVATION RISER SHALL BE PROTECTED IN PLACE. THE OBSERVATION RISER SHALL BE
GRINDING, ATTACHING AND COATING FUEL PIPE SHALL BE INCIDENTAL TO PAVEMENT REMOVALS.
RECOATED. ALL COSTS ASSOCIATED THE REPAIR OF CATHODIC PROTECTION WIRES, INCLUDING EXCAVATING, COATING SHALL BE GROUND OFF, THE WIRE RE-ATTACHED PER DETAILS ON SHEET ES501 AND THE FUEL PIPE
PRIOR TO CONSTRUCTION OR DAMAGED DURING DEMOLITION, THE FUEL PIPE MUST BE EXCAVATED, THE
REPLACEMENT STATIONS AND ACCESS PORTS. IF WIRE HAS BEEN PREVIOUSLY DAMAGED OR DISCONNECTED
PROTECTION TEST STATIONS AND ACCESS PORTS. EXISTING WIRES TO FUEL PIPES SHALL BE REUSED IN
7. CONTRACTOR SHALL PROTECT ALL WIRES CONNECTED TO FUEL PIPE WHEN DEMOLISHING CATHODIC
REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
REMOVED, THAT ARE MARRED OR REMOVED BY THE CONTRACTOR'S OPERATIONS SHALL BE ENTIRELY
6. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR INDICATED TO BE
PLAN VIEW ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS.
5. ALL ODD-SHAPED SLABS, SLABS WITH STRUCTURAL PENETRATIONS AND SLABS LABELED WITH A "W" ON THE
SUBBASE COURSE GRADE.
REMOVED, PLACE AND COMPACT RIGID BASE COURSE MATERIAL TO RAISE THE TOP OF SELECT MATERIAL
PAVEMENT. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS LESS THAN THE EXISTING PAVEMENT
REMOVE EXISTING SELECT MATERIAL SUBBASE COURSE AS NECESSARY TO CONSTRUCT THE NEW PCC
4. IN AREAS WHERE THE NEW PAVEMENT THICKNESS IS GREATER THAN THE EXISTING PAVEMENT REMOVED, RESPECTIVELY.
3. SEE SHEETS CD201 AND SHEET CP201 FOR PAVEMENT REMOVAL AND PAVEMENT REPLACEMENT SECTIONS,
2. ALL ACC PAVEMENT REMOVALS SHALL BE INITIATED WITH A SINGLE FULL DEPTH, VERTICAL SAWCUT.
SHEET CD201 FOR DOUBLE SAWCUT DETAIL.
1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH, VERTICAL SAWCUT. SEE
W
LEGEND:
TO BE REMOVED - SEE NOTE…
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