1.3_Drawings-CIVIL_3_of_4.pdf

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Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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B1 OVERALL GRADING PLAN

SCALE: 1"=100' 100' 200'0

CG101 CG102 CG103 CG104

CG105 CG106 CG107 CG108

CG109 CG110 CG111 CG112

AD

GENERAL GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, TOP OF SURFACE FOR

PAVEMENT, BACK OF CURB (BC), OR TOP OF CURB (TC) OR TOP OF STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.

CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO

BEGINNING CONSTRUCTION.

3. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 6-INCHES BELOW BUILDING

FINISH FLOOR UNLESS INDICATED OTHERWISE.

4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY

DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER SUBJECT TO THE APPROVAL

OF THE CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS

AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW

PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

6. SEE EROSION AND SEDIMENT CONTROL PLAN FOR RECOMMENDED BEST PRACTICES FOR

SEDIMENT AND EROSION CONTROL.

7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED

ACCORDING TO PROPOSED FINISH GRADE ELEVATIONS BY THE ADDITION OF PRECAST

RINGS OR CAST IN PLACE CONCRETE COLLARS.

8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED IN ACCORDANCE

WITH THE SPECIFICATIONS WITH A MINIMUM 4-INCH OF TOPSOIL, SEEDING, MULCHING,

AND TEMPORARY WATERING.

9. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER INSPECTION OF

EROSION CONTROL DEVICES SHALL BE SUBMITTED TO THE CONTRACTING OFFICER ON A

WEEKLY BASIS.

10. ALL EXISTING AND PROPOSED STORM DRAIN INLETS AND CATCH BASINS SHALL HAVE

INLET PROTECTION ON ALL SIDES.

11. SEE DRAWING C-508 FOR SITE PREPARATION REQUIREMENTS FOR THE NEW FUEL

STORAGE TANK AREA, INCLUDING SOIL SURCHARGE REQUIREMENTS. SETTLEMENT

MONITORING PLATE LOCATIONS ARE PROVIDED IN A TABLE ON DRAWING C-508.

12/02/16 D.MUETING

A.DORMAN R.BARUTH

OVERALL GRADING PLAN

CG100 0

FJRP159073-CG100.dwg

A

A

EXISTING

MOORING

POINT (TYP)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

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MATCHLINE: SEE DRAWING CG105 FOR CONTINUATION

I1 GRADING PLAN 1

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 1

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 1

CG101 0

FJRP159073-CG101.dwg

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-2 .4

-1.9%

-2.1%

-1 .2

-1 .1

-1 .0

-1 .7

-10.0%

-1 1.

3%

-9 .5

-3 3.

7%

-34.4%

-33.4%

-33.3%

-33.1%

-36.5%

BID OPTION

PAVEMENT. SEE BID

OPTION GRADING

PLANS FOR DETAILS.

MATCH EXISTING

(TYP)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

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MATCHLINE: SEE DRAWING CG106 FOR CONTINUATION

I1 GRADING PLAN 2

SCALE: 1"=20'

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20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

CG102

AD

A1 GRADING PLAN 2

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 2

CG102 0

FJRP159073-CG101.dwg

BW BOTTOM OF GABION WALL AT

GRADE ELEVATION

GTW GRADE ELEV. BEHIND GABION WALL

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LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

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MATCHLINE: SEE DRAWING CG107 FOR CONTINUATION

A1 GRADING PLAN 3

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG107

CG111

CG104

CG108

CG112

CG103

AD

A1 GRADING PLAN 3

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 3

CG103 0

FJRP159073-CG101.dwg

BW BOTTOM OF GABION WALL AT

GRADE ELEVATION

GTW GRADE ELEV. BEHIND GABION WALL

INSTALL

4'x4' RIPRAP

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8"DI(DATUR)

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CD

DPIV

PIV

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

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MATCHLINE: SEE DRAWING CG108 FOR CONTINUATION

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20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

2. FINISH GRADE AT THE CONTAINMENT

WALL SHALL BE 701.25' FOR THE

FRONT AND BACK OF WALL.

3. AFTER COMPLETION OF

SETTLEMENT, RE-GRADE AREA AS

REQUIRED TO CONSTRUCT THE NEW

STORAGE TANK.

AD

A1 GRADING PLAN 4

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 4

CG104 0

FJRP159073-CG101.dwg

BW BOTTOM OF GABION WALL AT

GRADE ELEVATION

GTW GRADE ELEV. BEHIND GABION WALL

GBW GRADE ELEVATION AT LOW FACE

OF WALL (SEE DETAIL A4, C-508)

TW TOP OF WALL ELEVATION

(SEE DETAIL A4, C-508)

BID OPTION PAVEMENT. SEE

BID OPTION GRADING PLANS

FOR DETAILS.

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

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MATCHLINE: SEE DRAWING CG109 FOR CONTINUATION

MATCHLINE: SEE DRAWING CG101 FOR CONTINUATION

I1 GRADING PLAN 5

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 5

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 5

CG105 0

A

-0 .8

-1.6%

BID OPTION PAVEMENT. SEE

BID OPTION GRADING PLANS

FOR DETAILS.MATCH EXISTING (TYP)MATCH EXISTING

(TYP)

MATCH EXISTING

(TYP)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

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BU

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MATCHLINE: SEE DRAWING CG110 FOR CONTINUATION

MATCHLINE: SEE DRAWING CG102 FOR CONTINUATION

I1 GRADING PLAN 6

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

RE-LEVEL EXISTING WATER VALVE

TO BE FLUSH TO PROPOSED FINAL

PAVEMENT ELEVATION

AD

A1 GRADING PLAN 6

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 6

CG106 0

EOI

8"DI (4"ATUR)

A

MONITORIN

WELL (TYP

A A

BID OPTION PAVEMENT. SEE

BID OPTION GRADING PLANS

FOR DETAILS.

MATCH EXISTING

(TYP)

MATCH EXISTING

(TYP)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

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BU

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MATCHLINE: SEE DRAWING CG111 FOR CONTINUATION

MATCHLINE: SEE DRAWING CG103 FOR CONTINUATION

I1 GRADING PLAN 7

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 7

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 7

CG107 0

G

G

S S

S

S

UNK

6"

6"

NG

P)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

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MATCHLINE: SEE DRAWING CG112 FOR CONTINUATION

MATCHLINE: SEE DRAWING CG104 FOR CONTINUATION

I1 GRADING PLAN 8

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 8

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 8

CG108 0

A

A A

A A

A

A

A

BID OPTION PAVEMENT. SEE

BID OPTION GRADING PLANS

FOR DETAILS.

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

BID OPTION

PAVEMENT

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

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M cD

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MATCHLINE: SEE DRAWING CG105 FOR CONTINUATION

I1 GRADING PLAN 9

SCALE: 1"=20'

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20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 9

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 9

CG109 0

AA

A

A

A A

A A

A

A

A

A

A

A

A

A

A

A A

A

A A

A

A A

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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MATCHLINE: SEE DRAWING CG106 FOR CONTINUATION

I1 GRADING PLAN 10

SCALE: 1"=20'

N

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KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

CG102

CG106

CG110

CG103

CG107

CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 10

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 10

CG110 0

A

A A

A

A

A

A

A

A

A

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

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BU

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MATCHLINE: SEE DRAWING CG107 FOR CONTINUATION

I1 GRADING PLAN 11

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG101

CG105

CG109

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CG106

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AD

A1 GRADING PLAN 11

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 11

CG111 0

A

A

A

FUTURE HANGAR

BY OTHERS

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

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I1 GRADING PLAN 12

SCALE: 1"=20'

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

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H

T

BU

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CG106

CG110

CG103

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CG111

CG104

CG108

CG112

AD

A1 GRADING PLAN 12

SCALE: 1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

GRADING PLAN 12

CG112 0

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ER

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1 STORY

METAL FRAME

BUILDING

EXISTING 1 STORY

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BUILDING

MONITORING

WELL (TYP)

D D

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DPIV

PIV

EXISTING CONTOUR

LEGEND:

SF SILT FENCE

STORM INLET PROTECTIONSF SF

CG501

A1

A3

CG501

NOTES:

1. SEE DRAWING CG100 FOR GENERAL GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

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BU

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B1 EROSION & SEDIMENT CONTROL PLAN

SCALE: 1"=100'

11/02/16 D.MUETING

A.DORMAN R.BARUTH

EROSION & SEDIMENT CONTROL PLAN

CG200 0

FJRP159073-CG200.dwg

40' 80'0

AD

STAPLE POSTS

STAPLE

SECTION A SECTION B

PLAN

ELEVATION

STAPLE

SPACING

6" (MAX)SECTION A

SECTION B

FLOW

PROVIDE SUFFICIENT

LENGTH TO PREVENT

WATER FROM FLOWING

AROUND THE END OF

THE SILT FENCE

NOTE:

1. USE DRAINAGE DITCH INSTALLATION FOR LOW FLOW

CONDITIONS ONLY WHEN SPECIFIED ON EROSION

CONTROL PLAN.

SPACING

6'-0" (MAX)

FLOW

RUNOFF

PONDING HEIGHT

" M

IN

WOOD POST

36" HIGH MAX. FILTER FABRIC ATTACH

SECURELY TO UPSTREAM

SIDE OF POST

4" X 6" TRENCH WITH

COMPACTED BACKFILL

SLOPE BARRIER

MATERIAL SPECIFICATION:

SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE

SPECIFICATION. THE POSTS USED TO SUPPORT THE SILT FENCE FABRIC SHOULD BE

A HARDWOOD MATERIAL WITH THE FOLLOWING MINIMUM DIMENSIONS: 2" SQUARE

(NOMINAL) BY 4' LONG. SILT FENCE FABRIC SHOULD BE ATTACHED TO THE WOODEN

POSTS WITH STAPLES, WIRE, ZIP TIES, OR NAILS.

PLACEMENT:

A SLOPE BARRIER SHOULD BE USED AT THE TOE OF A SLOPE WHEN A DITCH DOES

NOT EXIST. THE SLOPE BARRIER SHOULD BE PLACED ON NEARLY LEVEL GROUND 5'

TO 10' AWAY FROM THE TOE OF A SLOPE. THE BARRIER IS PLACED AWAY FROM THE

TOE OF THE SLOPE TO PROVIDE ADEQUATE STORAGE FOR SETTLING OUT

SEDIMENT. WHEN PRACTICABLE, SILT FENCE SLOPE BARRIERS SHOULD BE PLACED

ALONG CONTOURS TO AVOID A CONCENTRATION OF FLOW. SILT FENCE SLOPE

BARRIERS CAN ALSO BE PLACED ALONG RIGHT-OF-WAY FENCE LINES TO KEEP

SEDIMENT FROM CROSSING ONTO ADJACENT PROPERTY. WHEN PLACED IN THIS

MANNER, THE SLOPE BARRIER WILL NOT LIKELY FOLLOW CONTOURS.

PROPER INSTALLATION METHOD:

EXCAVATE A TRENCH THE LENGTH OF THE PLANNED SLOPE BARRIER THAT IS 6"

DEEP BY 4" WIDE. ENSURE THE TRENCH IS EXCAVATED ALONG A SINGLE CONTOUR.

WHEN PRACTICABLE, SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO

AVOID A CONCENTRATION OF FLOW. PLACE THE SOIL ON THE UPSLOPE SIDE OF

THE TRENCH FOR LATER USE. ROLL OUT A CONTINUOUS LENGTH OF SILT FENCE

FABRIC ON THE DOWNSLOPE SIDE OF THE TRENCH. PLACE THE EDGE OF THE

FABRIC IN THE TRENCH STARTING AT THE TOP UPSLOPE EDGE. LINE ALL THREE

SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN THE

TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH,

APPROXIMATELY 24" TO 36" OF SILT-FENCE FABRIC SHOULD REMAIN EXPOSED. LAY

THE EXPOSED SILT FENCE UPSLOPE OF THE TRENCH TO CLEAR AN AREA FOR

DRIVING IN THE POSTS. JUST DOWNSLOPE OF THE TRENCH, DRIVE POSTS INTO THE

GROUND TO A DEPTH OF AT LEAST 18". PLACE POSTS NO MORE THAN 4' APART.

ATTACH THE SILT FENCE TO THE ANCHORED POST WITH STAPLES, WIRE, ZIP TIES,

OR NAILS.

LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:

WHEN PRACTICABLE, DO NOT PLACE SILT FENCE SLOPE BARRIERS ACROSS

CONTOURS. SLOPE BARRIERS SHOULD BE PLACED ALONG CONTOURS TO AVOID A

CONCENTRATION OF FLOW. WHEN THE FLOW CONCENTRATES, IT OVERTOPS THE

BARRIER AND THE SILT FENCE SLOPE BARRIER QUICKLY DETERIORATES. DO NOT

PLACE SILT-FENCE POSTS ON THE UPSLOPE SIDE OF THE SILT FENCE FABRIC. IN

THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESTRICTED BY THE

POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE

WILL RIP AND FAIL. DO NOT PLACE SILT FENCE SLOPE BARRIERS IN AREAS WITH

SHALLOW SOILS UNDERLAIN BY ROCK. IF THE BARRIER IS NOT SUFFICIENTLY

ANCHORED, IT WILL WASH OUT. SILT FENCE SLOPE BARRIERS MUST BE DUG INTO

THE GROUND-SILT FENCE AT GROUND LEVEL DOES NOT WORK BECAUSE WATER

WILL FLOW UNDERNEATH.

INSPECTION AND MAINTENANCE:

SILT FENCE SLOPE BARRIERS SHOULD BE INSPECTED IN ACCORDANCE WITH THE

SPECIFICATIONS. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE

ADDRESSED DURING EACH INSPECTION:

ARE THERE ANY POINTS ALONG THE SLOPE BARRIER WHERE WATER IN

CONCENTRATING?

DOES WATER FLOW UNDER THE SLOPE BARRIER?

DO THE SILT FENCES SAG EXCESSIVELY?

HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?

DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE SLOPE BARRIER?

DROP INLET BARRIER

MATERIAL SPECIFICATION:

SILT FENCE FABRIC SHOULD CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. THE

WIRE OR POLYMERIC MESH BACKING USED TO HELP SUPPORT THE SILT FENCE FABRIC SHOULD

CONFORM TO THE AASHTO M288 96 SILT FENCE SPECIFICATION. THE POSTS USED TO SUPPORT

THE SILT FENCE FABRIC SHOULD BE A HARDWOOD MATERIAL WITH THE FOLLOWING MINIMUM

DIMENSIONS: 2" SQUARE (NOMINAL) BY 4' LONG. THE MATERIAL USED TO FRAME THE TOPS OF THE POSTS SHOULD BE 1" BY 4" BOARDS. SILT FENCE FABRIC AND SUPPORT BACKING SHOULD BE

ATTACHED TO THE WOODEN POSTS AND FRAME WITH STAPLES, WIRE, ZIP TIES, OR NAILS.

PLACEMENT:

PLACE A SILT FENCE DROP INLET BARRIER IN A LOCATION WHERE IT IS UNLIKELY TO BE

OVERTOPPED. WATER SHOULD FLOW THROUGH SILT FENCE, NOT OVER IT. SILT FENCE BARRIERS

FOR AREA INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. WHEN USED AS A BARRIER

FOR AREA INLETS, SILT FENCE FABRIC AND POSTS MUST BE SUPPORTED AT THE TOP BY A

WOODEN FRAME. WHEN A SILT FENCE BARRIER FOR AREA INLETS IS LOCATED NEAR AN INLET

THAT HAS STEEP APPROACH SLOPES, THE STORAGE CAPACITY BEHIND THE BARRIER IS

DRASTICALLY REDUCED. TIMELY REMOVAL OF SEDIMENT MUST OCCUR FOR A BARRIER TO

OPERATE PROPERLY IN THIS LOCATION.

PROPER INSTALLATION METHOD:

EXCAVATE A TRENCH AROUND THE PERIMETER OF THE AREA INLET THAT IS AT LEAST 8" DEEP BY

8" WIDE. DRIVE POSTS TO A DEPTH OF AT LEAST 18" AROUND THE PERIMETER OF THE AREA

INLET. THE DISTANCE BETWEEN POSTS SHOULD BE 4' OR LESS. IF THE DISTANCE BETWEEN TWO

ADJACENT CORNER POSTS IS MORE THAN 4', ADD ANOTHER POST(S) BETWEEN THEM. CONNECT

THE TOPS OF ALL THE POSTS WITH A WOODEN FRAME MADE OF 1" BY 4" BOARDS. USE NAILS OR SCREWS FOR FASTENING. ATTACH THE WIRE OR POLYMERIC-MESH BACKING TO THE OUTSIDE OF

THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS. ROLL OUT A

CONTINUOUS LENGTH OF SILT FENCE FABRIC LONG ENOUGH TO WRAP AROUND THE PERIMETER

OF THE AREA INLET. ADD MORE LENGTH FOR OVERLAPPING THE FABRIC JOINT. PLACE THE EDGE OF THE FABRIC IN THE TRENCH, STARTING AT THE OUTSIDE EDGE OF THE TRENCH. LINE ALL THREE SIDES OF THE TRENCH WITH THE FABRIC. BACKFILL OVER THE FABRIC IN THE TRENCH WITH THE EXCAVATED SOIL AND COMPACT. AFTER FILLING THE TRENCH, APPROXIMATELY 24" TO 36" OF SILT FENCE FABRIC SHOULD REMAIN EXPOSED. ATTACH THE SILT FENCE TO THE OUTSIDE OF THE POST/FRAME STRUCTURE WITH STAPLES, WIRE, ZIP TIES, OR NAILS.THE JOINT SHOULD

BE OVERLAPPED TO THE NEXT POST.

NOTE: WHEN A SILT FENCE BARRIER FOR AREA INLET IS PLACED IN A SHALLOW MEDIAN DITCH, MAKE SURE THAT THE TOP OF THE BARRIER IS NOT HIGHER THAN THE PAVED ROAD. IN THIS

CONFIGURATION, WATER MAY SPREAD ONTO THE ROADWAY CAUSING A HAZARDOUS

CONDITION.

LIST OF COMMON PLACEMENT/INSTALLATION MISTAKES TO AVOID:

WATER SHOULD FLOW THROUGH A SILT FENCE BARRIER FOR AREA INLET-NOT OVER IT. SILT

FENCE BARRIER FOR AREA INLETS OFTEN FAIL WHEN REPEATEDLY OVERTOPPED. DO NOT PLACE POSTS ON THE OUTSIDE OF THE SILT FENCE BARRIER FOR AREA INLET. IN THIS CONFIGURATION, THE FORCE OF THE WATER IS NOT RESISTED BY THE POSTS, BUT ONLY BY THE STAPLES (WIRE, ZIP TIES, NAILS, ETC.). THE SILT FENCE WILL RIP AND FAIL. DO NOT INSTALL SILT FENCE BARRIER

FOR AREA INLETS WITHOUT FRAMING THE TOP OF THE POSTS. THE CORNER POSTS AROUND

AREA INLETS ARE STRESSED IN TWO DIRECTIONS WHEREAS A NORMAL SILT FENCE IS ONLY

STRESSED IN ONE DIRECTION. THIS ADDED STRESS REQUIRES MORE SUPPORT.

INSPECTION AND MAINTENANCE:

SILT FENCE BARRIER FOR AREA INLETS SHOULD BE INSPECTED IN ACCORDANCE WITH

SPECIFICATIONS. THE FOLLOWING IS A LIST OF QUESTIONS THAT SHOULD BE ADDRESSED

DURING EACH INSPECTION:

DOES WATER FLOW UNDER THE SILT FENCE?

DOES THE SILT FENCE SAG EXCESSIVELY?

HAS THE SILT FENCE TORN OR BECOME DETACHED FROM THE POSTS?

DOES SEDIMENT NEED TO BE REMOVED FROM BEHIND THE AREA INLET BARRIER?

AREA

INLET

8"

BACKFILL

FILTER FABRIC

1" X 4" CROSS BRACE

WOODEN POSTS

AREA INLET WITH GRATE

" M

IN

8"

8"

BURIED

FILTER

FABRIC

RUNOFF WATER

WITH SEDIMENT

BACKFILL WITH

SOIL OR GRAVEL

FILTER FABRIC

CHICKEN WIRE BACKING

STAKES

1" X 4" CROSS BRACE

FILTERED WATER INLET PROTECTION SHALL

CONSIST OF FILTER SOCK

LAID ON TOP OF THE GRATED

INLET TO SUFFICIENTLY

COVER THE OPEN AREAS OF

THE INLET. SEE DETAIL D2 ON

SHEET CG501 FOR FILTER

SOCK REQUIREMENTS.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

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C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

EROSION & SEDIMENT CONTROL DETAILS

CG501 0

FJRP159073-CG501.dwg

A1

SILT FENCE

B4

SILT FENCE INSTALLATION

A3

INLET PROTECTION

AD

A

EXISTING

MOORING

POINT (TYP)

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

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N

MATCHLINE: SEE DRAWING CG305 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 1

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306

CG303

CG307

CG304

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 1

CG301 0

FJRP159073-CG309.dwg

S

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

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M cD

O N

N

EL

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N

MATCHLINE: SEE DRAWING CG306 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 2

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG306

CG303

CG307

CG304CG302

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 2

CG302 0

P

D

SPSP

D

2"

FM

D

AT

U R

D

EXISTING 1 STORY

BLOCK

BUILDING

D D

LIFT

STATION

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

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G

IN

EE

R

IN

G

C O

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N Y, IN

C

D

2 3

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4 5

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N

MATCHLINE: SEE DRAWING CG307 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 3

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306 CG307

NOT

USEDCG303

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 3

CG303 0

LEGEND

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

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G

IN

EE

R

IN

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C

D

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4 5

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N

MATCHLINE: SEE DRAWING CG309 FOR CONTINUATION

MATCHLINE: SEE DRAWING CG301 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 5

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306

CG303

CG307

CG304

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 5

CG305 0

A

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING FOR CONTINUATION

MATCHLINE: SEE DRAWING CG302 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 6

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306

CG303

CG307

CG304

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 6

CG306 0

EOI

8"DI (4"ATUR)

A

MONITORIN

WELL (TYP

A A

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CG303 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 7

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306

CG303

CG307

CG304

MATCH EXISTING (TYP)

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 7

CG307 0

A

A A

A A

A

A

A

LEGEND

PROPOSED CONTOUR

EXISTING CONTOUR

SPOT ELEVATION

SLOPE INDICATOR

-10.0%

702.50

NOTES:

1. SEE DRAWING CG100 FOR GENERAL

GRADING NOTES.

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

MATCHLINE: SEE DRAWING CG305 FOR CONTINUATION

A1 BID OPTION GRADING PLAN 9

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG301

CG305

CG309

CG302

CG306

CG303

CG307

CG304

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

BID OPTION GRADING PLAN 9

CG309 0

S

SEE NOTE 1

LEGEND:

SPOT ELEVATION

MATCH

8.9

6±

8.9

MATCH EXISTING ELEVATION

REINFORCED SLAB

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

MATCHLINE: SEE DRAWING CG406 FOR CONTINUATION

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG406 CG407

CG402

AD

NOTES:

1. BLAST DEFLECTOR FOUNDATION SHALL BE

DESIGNED BY THE BLAST DEFLECTOR

MANUFACTURER. SEE REFERENCE DRAWING

R-001 FROM BLAST DEFLECTOR INC. FOR

PRELIMINARY INFORMATION. (PROVIDED FOR

BID PURPOSES ONLY)

CG403

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

PAVEMENT JOINTING ELEVATIONS - AREA 2

CG402 0

FJRP159073-CG402.dwg

P

D

SPSP

D

D

EXISTING 1 STORY

BLOCK

BUILDING

D D

LEGEND:

SPOT ELEVATION

MATCH

8.9

6±

8.9

MATCH EXISTING ELEVATION

REINFORCED SLAB

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

MATCHLINE: SEE DRAWING CG407 FOR CONTINUATION

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG402

CG406 CG407

NOTES:

1. BLAST DEFLECTOR FOUNDATION SHALL BE

DESIGNED BY THE BLAST DEFLECTOR

MANUFACTURER. SEE REFERENCE DRAWING

R-001 FROM BLAST DEFLECTOR INC. FOR

PRELIMINARY INFORMATION. (PROVIDED FOR

BID PURPOSES ONLY)

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

CG403

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

PAVEMENT JOINTING ELEVATIONS - AREA 3

CG403 0

A

SEE NOTE 1

LEGEND:

SPOT ELEVATION

MATCH

8.9

6±

8.9

MATCH EXISTING ELEVATION

REINFORCED SLAB

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

C O

PY

R

IG

H

T

BU

R N

S

M cD

O N

N

EL

L

EN

G

IN

EE

R

IN

G

C O

M

PA

N Y, IN

C

D

2 3

C

4 5

A

B

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C G

FO

R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CG402 FOR CONTINUATION

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CG402

CG407CG406

NOTES:

1. BLAST DEFLECTOR FOUNDATION SHALL BE

DESIGNED BY THE BLAST DEFLECTOR

MANUFACTURER. SEE REFERENCE DRAWING

R-001 FROM BLAST DEFLECTOR INC. FOR

PRELIMINARY INFORMATION. (PROVIDED FOR

BID PURPOSES ONLY)

CG403

AD

12/02/16 B. LEIKER

A. MCCLANAHAN C. BURCHETT

PAVEMENT JOINTING ELEVATIONS - AREA 6

CG406 0