Attachment_2_-_Drawings_9_June_2017.pdf

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 Stree t 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 lf D riv 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

Win d ing Way

Chopper Path

Chevy Chase

G StreetGlacier Drive

Ma lla rd Trail

Largo Lan e

Cruis e Missi le Lan e

Lin d 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

101 102

112 115

107108105 106103

117113115

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

6019 6020

T-1 251

F 771

1120 1174

113162

Sheet Identification G-001

SHEET 1 OF 4

0 1,750 3,500 Feet

1 inch = 1,750 feet

MA

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REPAIR/BUILD ROAD

BLDG 690, U-01

10-0071

MINOT AFB, ND

INDEX OF SHEETS

UNIT 1 - UNIFORM 1 TRAINING AREA

G-001

CD100

CP101

CP102

COVER SHEET

DEMOLITION PLAN

SITE PLAN

STRIPING PLAN

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

O

O

O

O

O

O

O

O

O

O O O

O

O

O

O

O

O

O O

O

O

O

O

Persco Path

Minu te M an Drive

Sheet Identification

CD-100

SHEET 2 OF 4

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 40 80 Feet

1 inch = 40 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

LEGEND

1.

4.

5.

2.

6.

3.

PAVING ITEMS

MA

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5.

5.

5.

5.5.

WATER CONTROL VALVE

HYDRANT

ELECTRICAL ACCESS POINT

O EXTERIOR LIGHT

COMM UTILITY SEGMENT

GAS UTILITY SEGMENT

GAS DISTRIBUTION LINE

MAIN WATER LINE

SERVICE WATER LINE

ELECTRICAL LINE

SEWER LINE

CONSTRUCTION LIMITS

MILL ASPHALT 2"

DEMO CONCRETE

DEMO ASPHALT

DEMO CURB

Curb/Gutter

BUILDING

PAVEMENT

O

O

O

O

O

O

O

O

O O O

O

O

O

O

O O

O

O

O

O

Persco Path

Minu te M an Drive

Sheet Identification

CP-101

SHEET 3 OF 4

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 40 80 Feet

1 inch = 40 feet

WATER CONTROL VALVE

HYDRANT

ELECTRICAL ACCESS POINT

O EXTERIOR LIGHT

COMM UTILITY SEGMENT

GAS UTILITY SEGMENT

GAS DISTRIBUTION LINE

MAIN WATER LINE

SERVICE WATER LINE

ELECTRICAL LINE

SEWER LINE

CONSTRUCTION LIMITS

HATCH

CURB

CONCRETE

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

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

RE

PA

IR

/R

EB

UI

LD

R

OA

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BL

DG

0, U-

-00

MI

NO

T A

FB

SIT

E P

LA

N 5T

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S

5 P

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T A

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, N

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R:1.

2.

1.

1.

1.

7.

7.

3.

10' 15'

4.

O

O

O

O

O

O

O

O

O O O

O

O

O

O

O

O O

O

O

O

O

Minu te M an Drive

Persco Path

Sheet Identification

CP-102

SHEET 4 OF 4

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 40 80 Feet

1 inch = 40 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

LEGEND

1.

4.

5.

2.

6.

3.

PAVING ITEMS

MA

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DE

SC

RI

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WATER CONTROL VALVE

HYDRANT

O EXTERIOR LIGHT

CONSTRUCTION LIMITS

CURB

CONCRETE

!! !! !! !! !! !! Gate

FENCE

STRIPING

Curb/Gutter

BUILDING

PAVEMENT