Attachment_2_-_Drawings_14_June_2017.pdf
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- Repair Base Roads and Parking Areas
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- FA4528-17-R-0015
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Attachment 2 - Drawings 14 June 2017
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Bomber Boulevard
Missile Avenue
Fir ing
La ne
Flight Line Drive
Sirocco Drive Alert Avenue (Perimeter Rd)
Pe ace kee per
Pla ce
Su mmit D rive
H Str eet
Tanker Trail
ALCM Pass
Rocket Road
E S tre et
Delta Drive
Dem o D rive
Ea gle
Way Shawnee Road
Lagoon Access
Minu te M an Drive
Waverly Way
Cell 5 Access
Ce ll 4
Ac ces s
Go lfD r iv e
Huey La ne Roaming RoadPersco Path
Cell 2 Acce ss
Rail Road
Cell 1 Access
Ce ll 3 Access
Road-C
Skeet Range Road
Fighter Road
SFS Secu rity
Road
Chopper Path
Chevy Chase
G StreetGlacier Drive
Ma l la rd Trail
Largo Lane
Win d ing Way
Cruis e Missi le La ne
Lind en Lo op
Gramercy Court
Cell 6 Acces s
Range Road
Dunde e Drive
Weap ons
Way
Fighter Road
Flight Line Drive
837 870
BU
168859
583 202
51 2 3
155205
130 120
768 1117
1853 1852
170 103
831 112
109112
160159
109111
195198
89 97
105 101
130129
114 117
110 137
100 111
185112 113
106 192
112114
143137
101 102
112 115
107108105 106103
113115
VEC287
102 103
105101
112 110
114118
104103
104 106
103 107 102 138
133 104 120
108 155
105 153
152150
102 106
103 122
163150
104 107 101
104127
989983 985
982 984
106 190
11141088
134138
1831776
60196015
T-1 251
F 771
1120 1174
113162
Sheet Identification G-001
SHEET 1 OF 17
0 1,750 3,500 Feet
1 inch = 1,750 feet
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REPAIR BASE ROADS
AND PARKING AREAS
QJVF 15-0058
MINOT AFB, ND
INDEX OF SHEETS
Ward
Dunn
Cass
Grant
McLean
McKenzie
Morton
Williams
Stark Stutsman
Wells
Kidder
Slope
McHenry
Barnes
Mountrail Walsh
Divide
Burleigh
Sioux
Burke
Benson
Cavalier
Traill
Bottineau
Emmons
Pierce
Dickey
Richland
Billings
Logan
Mercer
Ramsey
Nelson
Towner
AdamsBowman
Rolette
LaMoure
Pembina
Eddy
Oliver
Hettinger
Grand Forks
Steele Sheridan
Renville
SargentMcIntosh
Griggs
Ransom
Foster
Golden Valley
MAP OF NORTH DAKOTA
UNIT 1
MINOT AFB, NORTH DAKOTA
UNIT 2
UNIT 3
UNIT 4
UNIT 5
PROJECT LOCATION MAP
1 G-001 COVER PAGE
2 CD-100 DEOMOLITION PLAN - UNIT 1 FIGHTER ROAD
3 CD-101 DEOMOLITION PLAN - UNIT 1 FIGHTER ROAD
4 CD-102 DEOMOLITION PLAN - UNIT 2 PARKING AREA CE
5 CD-103 DEOMOLITION PLAN - UNIT 2 PARKING AREA CE
6 CD-104 DEOMOLITION PLAN - UNIT 3 PARKING AREA YOUTH CENTER
7 CD-105 DEOMOLITION PLAN - UNIT 4&5 DEMO DRIVE & MSA
8 CP-100 SITE PLAN - UNIT 1 FIGHTER ROAD
9 CP-101 SITE PLAN - UNIT 1 FIGHTER ROAD
10 CP-102 SITE PLAN - UNIT 2 PARKING AREA CE
11 CP-103 SITE PLAN - UNIT 2 PARKING AREA CE
12 CP-104 SITE PLAN - UNIT 3 PARKING AREA YOUTH CENTER
13 CP-105 SITE PLAN - UNIT 4&5 DEMO DRIVE & MSA
14 CP-106 STRIPING PLAN - UNIT 1 FIGHTER ROAD
15 CP-107 STRIPING PLAN - UNIT 2 PARKING AREA CE
16 CP-108 STRIPING PLAN - UNIT 3 PARKING AREA YOUTH CENTER
17 CP-109 STRIPING PLAN - UNIT 4 DEMO DRIVE
Fighter Road
Bomber Boulevard
Flight Line Drive
Su mmit D rive
Pe ace kee per
Pla ce
Sheet Identification
CD-100
SHEET 2 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 75 150 Feet
1 inch = 75 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
STANDARD LINE
NO PARKING LINE
STOP LINE
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
DEMO CONCRETE
MILL 2" ASPHALT
BUILDING
PAVEMENT
MILL & OVERLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
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Fighter Road
Sheet Identification
CD-101
SHEET 3 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 5 10 Feet
1 inch = 8 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
STANDARD LINE
NO PARKING LINE
STOP LINE
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
DEMO CONCRETE
MILL 2" ASPHALT
BUILDING
PAVEMENT
PATCH REPAIR
MILL & OVERLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
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Chopper Path
Sheet Identification
CD-102
SHEET 4 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 45 90 Feet
1 inch = 45 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
DEMO CONCRETE
DEMO ASPHALT
DEMO CURB
MILL 2" ASPHALT
BUILDING
PAVEMENT
MILL & OVERLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
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8.
7.
9.
RE
PA
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B
AS
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AN
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T A
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5.
5.5.
5.
5.
5.
5.
5.
Pe ace kee per
Pla ce
Chopper Path
Sheet Identification
CD-103
SHEET 5 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 20 40 Feet
1 inch = 21 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
DEMO CONCRETE
DEMO ASPHALT
DEMO CURB
MILL 2" ASPHALT
BUILDING
PAVEMENT
MILL & OVERLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
MA
RK
DE
SC
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PT
IO
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DA
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5 P
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7.
9.
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5.
5.
ac ek ee pe r P lac e
Sheet Identification
CD-104
SHEET 6 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 20 40 Feet
1 inch = 20 feet
MILL & OVERLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
5T H
CE
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5 P
EA
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7.
9.
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B
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OA
DS
AN
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PA
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MI
NO
T A
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DE
MO
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N
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AN
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5,1
5.
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
DEMO CURB
MILL 2" ASPHALT
BUILDING
PAVEMENT
5.
5.
Dem o D rive
Flight Line Drive
Bomber Boulevard
Persco Path
Lagoon Access
Prime Path
Cell 6 Acce ss
Ru e D e R ibs
981 989983 985
982 984
Sheet Identification
CD-105
SHEET 7 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL BE RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 200 400 Feet
1 inch = 200 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
BlairEdits
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
MILL 2" ASPHALT
BUILDING
PAVEMENT
MILL & INLAY
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
CONCRETE BASE MAY BE
ENCOUNTERED IN THIS AREA
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
MA
RK
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
RE
PA
IR
B
AS
E R
OA
DS
AN
D
PA
RK
IN
G
AR
EA
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MI
NO
T A
FB
DE
MO
LIT
IO
N
PL
AN
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DE
MO
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5 P
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PL
MI
NO
T A
FB
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AK
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A
MI
NO
T A
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FO
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SO
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9.
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,04
10.
Fighter Road
Bomber Boulevard
Flight Line Drive
Su mmit D rive
Pe ace kee per
Pla ce
Sheet Identification
CP-100
SHEET 8 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL B RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
10. CONTRACTOR MUST MAINTAIN ACCESS TO DRIVE FOR LOX CARTS OUTSIDE B763.
0 75 150 Feet
1 inch = 75 feet
OVERLAY 3" ASPHALT
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
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WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
STANDARD LINE
NO PARKING LINE
STOP LINE
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
NEW CONCRETE
OVERLAY 3" ASPHALT
NEW ASPHALT
BUILDING
PAVEMENT
Fighter Road
Sheet Identification
CP-101
SHEET 9 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL B RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
10. CONTRACTOR MUST MAINTAIN ACCESS TO DRIVE FOR LOX CARTS OUTSIDE B763.
0 5 10 Feet
1 inch = 5 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
STANDARD LINE
NO PARKING LINE
STOP LINE
ROAD CENTERLINE
COMM UTILITY SEGMENT
GAS LINE
GAS DISTRIBUTION LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
NEW CONCRETE
NEW ASPHALT
BUILDING
PAVEMENT
OVERLAY 3" ASPHALT
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
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Chopper Path
Sheet Identification
CP-102
SHEET 10 OF 13
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL B RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 45 90 Feet
1 inch = 45 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
COMM UTILITY SEGMENT
GAS LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
NEW CONCRETE
NEW ASPHALT
NEW CURB
MILL & OVERLAY
BUILDING
PAVEMENT
OVERLAY 3" ASPHALT
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
MA
RK
DE
SC
RI
PT
IO
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DA
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AP
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PA
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B
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6.
6.
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3.
6.
1.
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Chopper Path
Sheet Identification
CP-103
SHEET 11 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
6. AREAS REQUIRING PATCHING AFTER MILLING WILL B RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING PAVEMENT OR 4" OVERALL WHICH EVER IS GREATER.
FORCE BASE.
GENERAL NOTES
DATE OF SURVEY:
COORDINATES ARE UTM ZONE 14 NORTH, US SURVEY FEET VERTICAL DATUM NAVD88,
GEOID03, COORDINATES BASED ON MINOT AFN CONTROL NETWORK. COORDINATES
WERE PROVIDED BY MAFB STAFF.
UTILITY LOCATION:
EXISTING UTILITIES SUCH AS MANHOLES, FIRE HYDRANTS, WATER VALVES, STORM SEWER
INLETS, LIGHT POLES, ELECTRICAL AND TELEPHONE PEDESTALS AND VAULTS WERE FIELD
LOCATED AND SHOWN ON THIS PLAN.
THOSE UTILITIES SHOWN ON THIS PLAN THAT WERE NOT FIELD LOCATED WERE DETERMINED
FROM DIGITAL GIS DATA PROVIDED BY MAFB AND INFORMATION PROVIDED BY MONTANA-DAKOTA
UTILITIES CO. AND VERENDRYE ELECTRIC.
GRADING NOTES
1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL
STRUCTURES AND OTHER OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE
CONTRUCTION LIMITS IN ACCORDANCE WITH THE SPECIFICATIONS AND PLANS. UPON
COMPLESTION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL
ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL PLAN
REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTIN OFFICER.
ALL TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING
CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE
AWARE OF EXISTING DRAINAGE CONDITIONS AND FACILITIES , AND SHALL PROVIDE FOR
DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION.
DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.
2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES
(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING
THE ROADWAYS AND STORM SEWER SYSTEM.
3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH
WARRANT A MODIFICATION , A REQUEST FOR A CHANGE IN THE DECISION MAY BE
SUBMITTED TO THE CONTRACTIN GOFFICER.
4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED
DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE
CONTRACTING OFFICER.
5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR
GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.
6. GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH
COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE
CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL
AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED
OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.
7. THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO
ALL PARTS OF THE PROJECT SITE.
8. ALL PAVED ROADS ADJACENT TO PROJECT SHALL BE CLEANED OF
CONTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.
SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR
SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.
9. PAINT STRIPING REQUIREMENTS WILL BE STATED IN THE SPECIFICATIONS.
0 20 40 Feet
1 inch = 21 feet
WATER CONTROL VALVE
HYDRANT
ELECTRICAL ACCESS POINT
O EXTERIOR LIGHT
COMM UTILITY SEGMENT
GAS LINE
WATER LINE
ELECTRICAL LINE
SEWER LINE
CONST. LIMITS
NEW CONCRETE
NEW CURB
NEW ASPHALT
BUILDING
PAVEMENT
OVERLAY 3" ASPHALT
6" ACC PAVEMENT
6" AGGREGATE BASE COURSE
6" PCC PAVEMENT
6" AGGREGATE BASE COURSE
SIDEWALK - 4" PCC PAVEMENT
DEMO CURB
TYPE 1 CURB AND GUTTER
VAN ACCESIBLE HANDICAP
PARKING STALLS
VAN ACCESSIBILITY SIGN - 2 EA.
DEPRESS CURB AND SIDEWALK
FOR HANDICAP ACCESS
LEGEND
1.
4.
5.
2.
6.
3.
PAVING ITEMS
MA
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ac ek ee pe r P lac e
290 Sheet Identification
CP-104
SHEET 12 OF 17
GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION
PREVENTION PLAN (SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA
DEPARTMENT OF HEALTH FOR A NOTICE OF INTENT TO OBTAIN COVERAGE UNDER NPDES
GENERAL PERMIT FOR STORM WATER DISCHARGES.
2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR
LOCATED IN PAVED AREAS.
3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%.
4. ASPHALT PAVEMENT SHALL HAVE A MINIM CROSS SLOPE OF 1.5%.
5. ANY DEMOLISHED MATERIAL SHALL VECOME THE PROPERTY OF THE CONTRACTOR AND IT
WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM MINOT AIR
FORCE BASE.
6. AREAS REQUIRING PATCHING AFTER MILLING WILL B RETURNED TO THE EXISTING THICKNESS
OF THE SURROUNDING…
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