1.3_Drawings-CIVIL_2_of_4.pdf

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REMOVE EXISTING PAVEMENT

MARKINGS (TYP)

LEGEND

BID OPTION

MILL AND OVERLAY

EXISTING SHOULDER

FULL DEPTH ASPHALT

PAVEMENT REMOVAL

FULL DEPTH CONCRETE

PAVEMENT REMOVAL

MISCELLANEOUS REMOVAL

GRAVEL REMOVAL

MISCELLANEOUS

STRUCTURE REMOVAL

UTILITY DEMOLITION

GABION WALL

DEMOLITION

BLAST FENCE

DEMOLITION

SAWCUT FULL DEPTH

NOTES:

1. SEE DRAWING CD100 FOR GENERAL

DEMOLITION 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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KEY PLAN

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SCALE: 1"=20'

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CD101

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DEMOLITION PLAN 12

CD112 0

FJRP159073-CD101.dwg

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METAL FRAME

BUILDING

EXISTING 1 STORY

BLOCK

BUILDING

1 STORY

BLOCK

BUILDING

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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

C O

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A1 OVERALL SITE PLAN

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

CS101 CS102 CS103 CS104

CS105 CS106 CS107 CS108

CS109 CS110 CS111 CS112

GENERAL SITE NOTES:

1. BUILDING COORDINATES ARE TO COLUMN CENTER LINES, DIMENSIONS ARE

TO EXTERIOR CORNER OF BUILDING SLAB, BACK OF CURB, OR EDGE OF

PAVEMENT AND ARE IN FEET UNLESS INDICATED OTHERWISE.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES,

WALKWAYS, AND DOORWAY LOCATIONS WITH PROJECT ARCHITECTURAL

AND STRUCTURAL DRAWINGS.

3. SEE PROJECT ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR MISCELLANEOUS SITE EQUIPMENT AND PADS.

4. SEE DRAWING CS202, CS203, CS206, AND CS207 FOR CONCRETE JOINTING

PLANS. SEE CG402, CG403, CG406, AND CG407 FOR PAVEMENT ELEVATION

PLANS.

5. SEE DRAWING V100 FOR HORIZONTAL AND VERTICAL CONTROL POINTS.

6. CONTRACTOR SHALL INSTALL TEMPORARY BARRICADES AT TAXIWAY AND

ROADWAY CLOSURES UNTIL PAVEMENT IS OPENED TO TRAFFIC. SEE

DETAILS ON GC501 FOR LOW PROFILE AIRFIELD BARRICADE.

7. ESTABLISH VEGETATION WITHIN THE PROJECT LIMITS OF CONSTRUCTION

AND ANY OTHER AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES.

8. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS

WITHIN THE PROJECT LIMITS FROM THE NOTICE TO PROCEED DATE

THROUGHOUT THE DURATION OF THE PROJECT. MOW AREAS TO A

MAXIMUM AVERAGE HEIGHT OF 3-INCHES FOR SPRING/SUMMER

MAINTENANCE AND TO A MAXIMUM AVERAGE HEIGHT OF 6-INCHES FOR

FALL/WINTER MAINTENANCE.

AD

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OVERALL SITE PLAN

CS100 0

FJRP159073-CS100.dwg

A

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EXISTING

MOORING

POINT (TYP)

RED LINE

.0

0'

25.00'

BID OPTION

2" MILL AND OVERLAY

OF EXISTING ASPHALT

SHOULDER

LOW-PROFILE

FIRE HYDRANT

C501 D3

C504 A4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539745.88 E 1422743.89

N 539725.91 E 1422744.92

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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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A1 SITE PLAN 1

SCALE: 1"=20'

N

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KEY PLAN

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N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

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SITE PLAN 1

CS101 0

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CONCRETE APRON

6.

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0'

119.71' 113.42'

RED LINE

BID OPTION

ASPHALT BLAST

FENCE PAVEMENT

BID OPTION

BLAST FENCE

HYDRANT

PIT HP-A3

25.00'

GABION

RETAINING WALL

BID OPTION

CONCRETE BLAST

FENCE PAVEMENT

(SEE NOTE 3)

CONCRETE

APRON 16.00'

ASPHALT SHOULDER

PAVEMENT

BID OPTION

2" MILL AND OVERLAY

OF EXISTING ASPHALT

SHOULDER

LOW-PROFILE FIRE

HYDRANT

BID OPTION

RED LINE

BASE BID

RED LINE

CONNECT TO

EXISTING FENCE

N 539920.98 E 1422959.53

N 539957.77 E 1423137.00

SECURITY FENCE (SEE

NOTE 2)

N 539946.55 E 1423082.89

N 539912.26 E 1423151.06

N 539914.45 E 1423177.38

N 539647.34 E 1423178.60

N 539642.82 E 1423090.16

CONNECT TO EXISTING

SECURITY FENCE (TYP)

118.80'

C504 A4

C501 D3

C506 A2

C504 A4

C504 A4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539938.53 E 1423106.63

N 539915.83 E 1423151.75

N 539919.06 E 1423192.49

N 539842.80 E 1423178.39 N 539829.82 E 1423178.39

N 539590.59 E 1422854.73

N 539699.05 E 1422849.09

N 539785.18 E 1422844.61 N 539801.89

E 1423192.18

N 539825.68 E 1423168.39

N 539862.73 E 1423184.18

N 539846.94 E 1423168.39

LOW POINT

DRAIN

CS220

C1

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

GABION WALL

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 CS106 FOR CONTINUATION

N

20' 40'0A1 SITE PLAN 2

SCALE: 1"=20'

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

3. 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)

3.

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SITE PLAN 2

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EXISTING 1 STORY

BLOCK

BUILDING

D D

GABION

RETAINING WALL

SEE FUEL FACILITY SITE

PLANS CS121 AND CS122 FOR

MORE INFORMATION

SEE FUEL FACILITY SITE

PLANS CS121 AND CS122 FOR

MORE INFORMATION

EXISTING GABION

RETAINING WALL

SECURITY

FENCE

(SEE NOTE 2)

CONNECT TO EXISTING

SECURITY FENCE

CONNECT TO EXISTING

SECURITY FENCE

SECURITY

FENCE

(SEE NOTE 2)

CONNECT TO

EXISTING SECURITY

FENCE AND GATE

SECURITY FENCE

(SEE NOTE 2)

N 539568.93 E 1423222.83

RELOCATED FIRE

HYDRANT

C-507 A1

SEE ENLARGEMENT PLAN

PCC

SIDEWALK

CURB

AND GUTTER

C506 A2

APPROXIMATE AREA

OF AIR SPARGE

SYSTEM RELOCATION

(SEE NOTE 3)

C506 A2

C503 D4

C503 A1

C506 A2

N 539861.07 E 1423196.67

N 539807.70 E 1423200.52

N 539708.78 E 1423207.65

N 539663.44 E 1423258.63

N 539666.32 E 1423301.38

C-505

C1GUARD POST

(TYP OF 7)

C-507

A4KEYPAD

AND BASE

RE-LEVEL TOP OF EXISTING

MONITORING WELL TO BE

FLUSH WITH PROPOSED

PAVEMENT ELEVATION AS

SHOWN IN GRADING PLAN.

5.0 0'

28.39'

6.00'

5.50'

8.00'

20.00'

9.00'28

9'

R

.8 8'

4.0 0'

SEE NOTE 4

N 539759.07 E 1423255.15

CS220

C1

LEGEND

ROADWAY FLEXIBLE

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

SITE CONCRETE

PAVEMENT

GABION WALL

FIRE HYDRANT

C-501 D4

C-501 C1

C-506 A2

C-509 C1

C-509 C1

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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

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MATCHLINE: SEE DRAWING CS107 FOR CONTINUATION

A1 SITE PLAN 3

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

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CS107

CS111

CS104

CS108

CS112

D STORM INLET

3. RELOCATION OF EXISTING AIR

SPARGE SYSTEM AND ALL

ASSOCIATED UTILITIES TO BE

PERFORMED BY CH2M HILL.

CONTRACTOR SHALL COORDINATE

RELOCATION OF THE SYSTEM WITH

CH2MHILL AND THE NORTH

CAROLINA AIR NATIONAL GUARD

PRIOR TO CONSTRUCTION.

4. PROVIDE SHORING/BRACING FOR

EXISTING POWER POLE DURING

EXCAVATION AND CONSTRUCTION

OF SPILL CONTROL PIT.

5. SEE DRAWING CS113 FOR

COORDINATE TABLES.

R5.00'

5.0 0'

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SITE PLAN 3

CS103 0

C E

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RETAINING WALL

CONNECT TO EXISTING

SECURITY FENCE

SECURITY FENCE

(SEE NOTE 2)

KEY PAD

AND BASE

H

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SEGMENTAL BLOCK

RETAINING WALL

N 539764.59 E 1423823.69

N 539837.64 E 1423713.05

PCC

SIDEWALK

N 539784.42 E 1423840.79

N 539840.34 E 1423712.26

RE-LEVEL TOP OF EXISTING

MONITORING WELL TO BE

FLUSH WITH PROPOSED

SIDEWALK ELEVATION AS

SHOWN IN GRADING PLAN.

C506 A2 C503

A1

C507 A4

C508 A4

SECURITY FENCE

(SEE NOTE 2) C506

A2

LOOP DETECTORS (SEE

NOTE 3)

N 539842.36 E 1423715.63

N 539866.11 E 1423797.21

N 539852.50 E 1423822.01

N 539783.58 E 1423842.07

R2 0.

SEE FUEL FACILITY SITE

PLANS CS121 AND CS122 FOR

MORE INFORMATION

11.67'4.00'

4.0 0'

8.00'

.00

9' 9'

3.00'

15.00'

R89.50'

R 116.50'

N 539755.42 E 1423728.96

R15.00'37

R9 0.

N 539753.39 E 1423731.32

R 25.00'

23.50'

5.00'

R 45.85'

R 4.

R60 .00

69 70

CS222

C1

CS221

C1

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

SEGMENTAL BLOCK WALL

LEGEND

ROADWAY FLEXIBLE

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

SITE CONCRETE

PAVEMENT

GABION WALL

FIRE HYDRANT

C-501 D4

C-501 C1

C-506 A2

C-509 C1

C-509 C1

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

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MATCHLINE: SEE DRAWING CS108 FOR CONTINUATION

A1 SITE PLAN 4

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

C-505

B3

C-508 A4

3. INSTALL EXIT AND SAFETY LOOP

DETECTORS PER MANUFACTURER

RECOMMENDATIONS AND PER

REQUIREMENTS OF THE NORTH

CAROLINA AIR NATIONAL GUARD.

4. SEE DRAWING CS113 FOR

COORDINATE TABLES.

3.

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 4

CS104 0

RED LINE

BID OPTION

2" MILL AND OVERLAY

OF EXISTING ASPHALT

SHOULDER

LOW-PROFILE FIRE

HYDRANT

C501 D3

C504 A4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539551.30 E 1422754.00

N 539531.32 E 1422755.04

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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

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MATCHLINE: SEE DRAWING CS109 FOR CONTINUATION

MATCHLINE: SEE DRAWING CS101 FOR CONTINUATION

A1 SITE PLAN 5

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 5

CS105 0

A

HYDRANT PIT HP-A1

ASPHALT SHOULDER

PAVEMENT

HYDRANT PIT HP-A2

119.70' 113.42'

CONCRETE APRON

CONCRETE APRON

CONCRETE APRON

16.00'

118.80'

BID OPTION

ASPHALT BLAST

FENCE PAVEMENT

BID OPTION

BLAST FENCE

BID OPTION

CONCRETE BLAST

FENCE PAVEMENT

(SEE NOTE 3)

BASE BID

RED LINE

BID OPTION

RED LINE

N 539529.14 E 1423184.64

ISO VALVE PIT

WATER VALVE TO BE RELEVELED

TO PROPOSED FINAL GRADE AS

SHOWN IN GRADING PLANS

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539505.34 E 1422859.16

N 539396.01 E 1422864.85

N 539356.71 E 1422764.12

N 539336.74 E 1422765.16

N 539312.01 E 1422869.22

N 539201.42 E 1422874.97

N 539181.17 E 1423177.67

N 539377.68 E 1423167.45

N 539357.71 E 1423168.49

6.

SEE NOTE 3

C504 A4

C504 A4

HIGH POINT

VENT

HIGH POINT VENT

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O 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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS110 FOR CONTINUATION

MATCHLINE: SEE DRAWING CS102 FOR CONTINUATION

A1 SITE PLAN 6

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

3. 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)

3.

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 6

CS106 0

EOI

A

MONITORIN

WELL (TYP

A A

RED LINE

RED LINE

HYDRANT PIT HP-B2

ISO VALVE VAULT

CONCRETE APRON

ASPHALT SHOULDER

PAVEMENT

BID OPTION

CONCRETE APRON

LOW-PROFILE FIRE

HYDRANTLOW-PROFILE FIRE

HYDRANT

N 539532.50 E 1423251.64

N 539533.50 E 1423271.62

N 539508.26 E 1423272.91

N 539507.22 E 1423252.94

C504 A4

C504 A4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539222.39 E 1423278.30

N 539332.72 E 1423272.56

N 539416.98 E 1423268.18

N 539533.36 E 1423268.72 N 539533.16 E 1423264.73

N 539559.92 E 1423263.34

N 539560.75 E 1423279.31

N 539548.77 E 1423279.94

N 539548.14 E 1423267.95

SIDEWALK

HIGH POINT

VENT

HIGH POINT

VENT

HYDRANT

PIT HP-B1

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O 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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS111 FOR CONTINUATION

MATCHLINE: SEE DRAWING CS103 FOR CONTINUATION

A1 SITE PLAN 7

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

BID OPTION

CONCRETE APRON

PAVEMENT

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 7

CS107 0

FJRP159073-CS101.dwg

3. SEE DRAWING CM100 FOR

PAVEMENT MARKING PLAN.

G

G

S S

S

S

UNK

NG

P)

EXISTING

HANGAR

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS112 FOR CONTINUATION

MATCHLINE: SEE DRAWING CS104 FOR CONTINUATION

A1 SITE PLAN 8

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 8

CS108 0

A

A A

A A

A

A

A

RED LINE

RED LINE

BID OPTION

2" MILL AND OVERLAY

OF EXISTING ASPHALT

SHOULDER

C504 A4

C504 A4

C501 D3

N 539124.77 E 1422591.69

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS105 FOR CONTINUATION

A1 SITE PLAN 9

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 9

CS109 0

FJRP159073-CS101.dwg

3. SEE DRAWING CM100 FOR

PAVEMENT MARKING PLAN.

AA

A

A

A A

A A

A

A

A

A

A

A

A

A

A

A A

A

A A

A

A A

RED LINE

ECP

C504 A4 C504

C4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)

N 539160.62 E 1422774.32

N 539143.45 E 1422775.21 N 539115.29

E 1422879.45

N 539164.51 E 1423178.54

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O 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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS106 FOR CONTINUATION

A1 SITE PLAN 10

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 10

CS110 0

FJRP159073-CS101.dwg

3. SEE DRAWING CM100 FOR

PAVEMENT MARKING PLAN.

4. ENTRY CONTROL POINT (ECP) SHALL

BE LOCATED AT THE EXISTING ECP

LOCATION AND APPROVED OF BY

THE CONTRACTING OFFICER.

A

A A

A

A

A

A

A

A

A

RED LINE

RED LINE

ECP

C504 A4

C504 C4

C504 A4

STATIC GROUND POINT

(SEE ELECTRICAL

PLANS FOR DETAILS)N 539136.27

E 1423282.78

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O 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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS107 FOR CONTINUATION

A1 SITE PLAN 11

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 11

CS111 0

FJRP159073-CS101.dwg

3. SEE DRAWING CM100 FOR

PAVEMENT MARKING PLAN.

4. ENTRY CONTROL POINT (ECP) SHALL

BE LOCATED AT THE EXISTING ECP

LOCATION AND APPROVED OF BY

THE CONTRACTING OFFICER.

A

A

A

FUTURE HANGAR

BY OTHERS

H

ER

C U

LE

S

BL

VD

LEGEND

ASPHALT OVERLAY

PAVEMENT

SECURITY FENCE

LOW PROFILE FIRE

HYDRANT

CONCRETE APRON

PAVEMENT

ASPHALT SHOULDER

PAVEMENT

CONCRETE BLAST FENCE

PAVEMENT

FIRE HYDRANT

NOTES:

1. SEE DRAWING CS100 FOR GENERAL

SITE NOTES.

2. SECURITY FENCE MAY CONSIST OF

SALVAGED MATERIALS IF

APPROVED BY THE CONTRACTING

OFFICER.

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 S1

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS108 FOR CONTINUATION

N

20' 40'0A1 SITE PLAN 12

SCALE: 1"=20'

KEY PLAN

NOT TO SCALE

N

CS101

CS105

CS109

CS102

CS106

CS110

CS103

CS107

CS111

CS104

CS108

CS112

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

SITE PLAN 12

CS112 0

POINT TABLE

POINT #

NORTHING

539687.05

539700.16

539685.50

539679.15

539667.40

539649.14

539661.14

539661.82

539644.83

539643.36

539640.68

539641.65

539660.15

539674.66

539679.01

539701.84

539683.86

539686.34

539712.10

539696.93

EASTING

1423413.63

1423587.71

1423631.59

1423632.07

1423621.96

1423643.20

1423653.51

1423659.60

1423692.32

1423697.10

1423749.09

1423754.00

1423796.00

1423829.67

1423851.06

1423846.63

1423789.39

1423760.23

1423730.27

1423717.23

POINT TABLE

POINT #

NORTHING

539691.99

539666.05

539685.14

539708.15

539748.93

539751.53

539757.02

539780.68

539761.41

539664.86

539631.13

539642.80

539694.72

539698.47

539721.24

539586.95

539680.61

539705.30

539697.68

539601.76

EASTING

1423722.99

1423709.59

1423672.66

1423645.89

1423625.19

1423627.59

1423627.29

1423625.97

1423631.34

1423806.37

1423753.53

1423643.68

1423583.27

1423773.48

1423793.02

1423847.50

1423713.21

1423776.53

1423824.98

1423852.97

POINT TABLE

POINT #

NORTHING

539645.08

539614.28

539627.83

539588.16

539646.84

539615.31

539627.41

539639.72

539657.22

539651.05

539622.19

539634.14

539685.46

539683.77

539612.41

539753.65

539747.32

539745.41

539798.20

539797.07

EASTING

1423799.56

1423751.28

1423623.67

1423588.88

1423800.45

1423751.03

1423637.03

1423622.71

1423831.91

1423797.76

1423752.52

1423639.94

1423580.24

1423558.46

1423822.42

1423685.00

1423439.62

1423411.27

1423355.88

1423340.26

POINT TABLE

POINT #

NORTHING

539793.01

539792.62

539637.37

539758.88

539797.03

539840.32

539858.73

539848.85

539814.55

539821.58

539676.60

539799.97

539855.62

539894.61

539901.38

539898.80

539898.55

539800.52

539714.03

539671.55

EASTING

1423332.53

1423327.21

1423591.12

1423797.97

1423830.87

1423818.26

1423796.91

1423762.98

1423733.40

1423789.13

1423845.50

1423318.15

1423311.50

1423308.71

1423311.98

1423277.55

1423274.33

1423212.06

1423218.30

1423266.07

POINT TABLE

POINT #

NORTHING

539673.58

539916.47

539914.23

539953.66

539953.24

539885.40

539791.29

539716.41

539777.50

539782.53

539740.64

539735.61

539677.22

539681.02

539777.79

539763.25

539757.61

539753.06

539750.03

539713.33

EASTING

1423296.27

1423309.95

1423280.69

1423277.64

1423272.20

1423277.52

1423217.74

1423223.14

1423218.73

1423288.55

1423291.57

1423221.75

1423267.21

1423320.81

1423338.30

1423659.51

1423659.94

1423656.03

1423653.42

1423640.56

POINT TABLE

POINT #

NORTHING

539763.61

539714.50

539729.17

539725.27

EASTING

1423675.20

1423732.33

1423630.22

1423632.14

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

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

COORDINATE TABLES

CS113 0

8"PVC

8"PVC

G S

D

E

T

T

D

EXISTING 1 STORY

BLOCK

BUILDING

D D

S

D

DPIV

PIV

EXISTING STORMWATER

DIVERSION STRUCTURE

AND BASIN

4,000 BBL TANK

WITH 6-FT HEIGHT

DIKE CONTAINMENTEXISTING 2,500 BBL TANKS

EXISTING REFUELER

LOADING EQUIPMENT

EXISTING STORMWATER

CONTAINMENT

COLLECTION STRUCTUREEXISTING

OFFLOAD

EQUIPMENT

8' X 5.50' TRANSFORMER

FOUNDATION

20' X 9' BACKUP

GENERATOR FOUNDATION

(SEE DRAWING S-516)

PRODUCT

RECOVERY

TANK

GOV PARKING

(3 EACH)

SECURITY

FENCE

SEGMENTAL BLOCK

RETAINING WALL

(HT VARIES 6'-14')

KEY PAD AND

BASE

H

ER

C U

LES BLVD

SECURITY

FENCE

CURB AND

GUTTER

CIRCULAR

GRATE INLETCIRCULAR

GRATE INLET

C507 A4

C506 A2

C506 A2

C503 D4

C513 C5

C513 C5

C508 A4

LOW POINT

DRAIN

LOW POINT

DRAIN EHH

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

28020' 40'0

NA1 FUEL FACILITY SITE LAYOUT PLAN - 1

SCALE: 1"=20'

ROADWAY

FLEXIBLE

PAVEMENT

PCC PAVEMENT

SECURITY FENCE

GABION

RETAINING WALL

SEGMENTAL

BLOCK WALL

POST INDICATOR

VALVE

CONTAINMENT

DRAIN INLET

SANITARY SEWER

MANHOLE

STORM MANHOLE

FIRE HYDRANT

CURB AND

GUTTER

ELECTRICAL/

COMMUNICATION

MANHOLE

MONITORING

WELL

LEGEND:

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C S1

F

O R

C O

N

TI

N U

AT

IO

N

.00

2.0 0'

SHOULD

ER

27.00'

R9 0.

R15.00'

R

.0 0'

R6 0.

R60.00'

R 5.00'

D

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

FUEL FACILITY SITE LAYOUT PLAN - 1

CS121 0

FJRP159073-CS121.dwg

P

S

EOI

D

S

JF JF JF JF JF

JF JF JF JF JF

JF

JF JF JF JF

JF JF JF JF

JF JF

SECURITY

FENCE

GABION

RETAINING WALL

PCC REFUELER PARKING

POSITIONS (3) WITH

CONTAINMENT

JET FUEL

VALVE VAULT

SLIDE GATE

PROPOSED

AC PAVEMENT

RELOCATED

FIRE HYDRANT

PROPOSED

AC PAVEMENT

C506 A2

GUARD POSTS

C505 C1

APPROXIMATE AREA

OF AIR SPARGE

SYSTEM RELOCATION

SPILL CONTROL PIT

DIVERSION PIT

4.50' 11.00' 14.00' 11.00' 14.00' 11.00' 4.50'

1.00' 40.00'

1.00'

CONTAINMENT

DRAIN INLET

6" SOLID YELLOW

PAVEMENT STRIPE

C513 A4

S-111 C1

S-110 C1

EHH

EXISTING LIGHT POLE

SEE NOTE 1

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

20' 40'0

NA1 FUEL FACILITY SITE LAYOUT PLAN - 2

SCALE: 1"=20'

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C S1

F

O R

C O

N

TI

N U

AT

IO

N

ROADWAY FLEXIBLE

PAVEMENT

PCC PAVEMENT

SECURITY FENCE

GABION RETAINING

WALL

ISOLATION VALVE

VAULT

CONTAINMENT DRAIN

INLET

FIRE HYDRANT

MONITORING WELL

LEGEND:

AD

12/02/16 D.MUETING

A.DORMAN R.BARUTH

FUEL FACILITY SITE LAYOUT PLAN - 2

CS122 0

FJRP159073-CS121.dwg

NOTE:

1. INSTALL 6'x6' EROSION CONTROL RIPRAP

PER SPECIFICATION SECTION 334000 AT

DIVERSION PIT OUTLET. PRIOR TO

PLACING RIPRAP, PLACE A NON-WOVEN

GEOTEXTILE (DESIGNED FOR

SEPARATION) ON PREPARED SUBGRADE.

D

S

C E C E C

C E C E C

C E C E C

C E C E C

C E C E C

C E C E C

C E C E C

C E C E C

E E C E C

C E C E C

C E C E C

C E C E C

G

G

G

G

G

G

G

G

G

G

G

G E

EE

G1G1G1G1G1G1

E

E

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

D D D D D D

E

E E

G1

G1

G1

G1

G1

G1

G1

G1

G1

G1

G1

G1

E

E

E

E

E

E

E

E

E

E

E

E

D

D

D

D

D

D

D

D

D

D

D

D

20.17'

2 @

20.08 = 40.17'

13 @ 20.03' = 260.43'

6 @ 18.12' = 108.71'

0.00'

20.00'

20.00'

SEE NOTE 5

11.01'

LEGEND:

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED SLAB (R)

THICKENED EDGE DOWELED

CONSTRUCTION JOINT

E

D

G

JUNCTURE OF NEW CONCRETE

AND NEW ASPHALTG1

NEW ASPHALT TO

EXISTING PAVEMENT EDGEG2

DOWELED CONTRACTION JOINTC

THICKENED EDGE

ISOLATION JOINTA

C502 B2

C502 B1

C502 C4

C502 A2

C502 B3

C501 A1

C501 B4

C503 D1

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 CS206 FOR CONTINUATION

N

20' 40'0I1 PAVEMENT JOINTING PLAN

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS206 CS207

CS202

NOTES:

1. CONTRACTOR SHALL REINFORCE ALL CONCRETE SLABS

THAT HAVE MANHOLES, CLEANOUTS, GUARD POSTS,

MECH/ELECT PADS, OR ARE IRREGULAR IN SHAPE OR

AS DIRECTED BY THE CONTRACTION OFFICER. SEE

DETAIL D1 DRAWING C503.

2. CONTRACTOR SHALL PROVIDE THICKENED EDGE

EXPANSION JOINTS AROUND UTILITY STRUCTURES,

INLETS VAULTS AND FOUNDATIONS. SEE DETAIL A2 ON

DRAWING C502.

3. ALL JOINT CHANGES SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER AND DESIGNER OF RECORD

FOR WRITTEN APPROVAL A MINIMUM OF 14 DAYS PRIOR

TO PAVEMENT CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-IN

AND/OR MATCH POINTS PRIOR TO STARTING ANY

PAVEMENT SECTION CONSTRUCTION INCLUDING SUB

GRADE PREPARATION, BASE COURSE, AND/OR

DRAINAGE COURSE.

5. 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)

CS203

M

ATC

H

LIN

E: SEE D

R

AW

IN

G C

S203 FO

R

C O

N

TIN

U

ATIO

N

AD

A1 PAVEMENT JOINTING PLAN

SCALE: 1"=20'A1 PAVEMENT JOINTING PLAN

SCALE: 1"=20'A1 PAVEMENT JOINTING PLAN

1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

PAVEMENT JOINTING PLAN

CS202 0

FJRP159073-CS202.dwg

P

D

SPSP

D

D

EXISTING 1 STORY

BLOCK

BUILDING

D D

G1

C

C

C

C

C

C

C

C

C

C

C

C

C

C

G1

G1

G1

G1 G1 G1 G1

G1 G1 G1 G1 G1

C

C

C

C

C

C

C

C

C C C C

C

C

A

A

A E

E

E

E E E E

AE

5 @ 14.00'=70.00'

3 @ 14.00'=42.00'

LEGEND:

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED SLAB (R)

THICKENED EDGE DOWELED

CONSTRUCTION JOINT

E

D

G

JUNCTURE OF NEW CONCRETE

AND NEW ASPHALTG1

NEW ASPHALT TO

EXISTING PAVEMENT EDGEG2

DOWELED CONTRACTION JOINTC

THICKENED EDGE

ISOLATION JOINTA

C502 B2

C502 B1

C502 C4

C502 A2

C502 B3

C501 A1

C501 B4

C503 D1

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 CS207 FOR CONTINUATION

N

20' 40'0

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS202

CS206 CS207

NOTES:

1. CONTRACTOR SHALL REINFORCE ALL CONCRETE SLABS

THAT HAVE MANHOLES, CLEANOUTS, GUARD POSTS,

MECH/ELECT PADS, OR ARE IRREGULAR IN SHAPE OR

AS DIRECTED BY THE CONTRACTION OFFICER. SEE

DETAIL D1 DRAWING C503.

2. CONTRACTOR SHALL PROVIDE THICKENED EDGE

EXPANSION JOINTS AROUND UTILITY STRUCTURES,

INLETS VAULTS AND FOUNDATIONS. SEE DETAIL A2 ON

DRAWING C502.

3. ALL JOINT CHANGES SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER AND DESIGNER OF RECORD

FOR WRITTEN APPROVAL A MINIMUM OF 14 DAYS PRIOR

TO PAVEMENT CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-IN

AND/OR MATCH POINTS PRIOR TO STARTING ANY

PAVEMENT SECTION CONSTRUCTION INCLUDING SUB

GRADE PREPARATION, BASE COURSE, AND/OR

DRAINAGE COURSE.

5. 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)

6. SEE DRAWING S109 FOR HHTC STAND PLAN & SECTIONS.

CS203

M

AT

C H

LI

N

E:

S

EE

D

R

AW

IN

G

C S2

F

O R

C O

N

TI

N U

AT

IO

N

SEE NOTE 6

CURB AND

GUTTERC-503

D4

AD

A1 PAVEMENT JOINTING PLAN

1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

PAVEMENT JOINTING PLAN

CS203 0

A

C E C E C

D

C E C E C

D D D D D

D

C E C E C

D D D D D

C E C E C

G

G

G

A A A A A A

D

D

D

D

A

D

D

D

D

D

D

E

D

D

A

D

D

D

D

D

DE

E

E

E

G1

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

CE

CE

CE

EE

EE

EE

E

E

E

E

E

E

E D D D

G G G G

G2

G G G G

D D D D D D

D D

E

EE

E

E

E

C

A

E

D

D

E

G1

G1

G1

E

E

E

D

D

A

D

E

9 @ 19.26' = 173.33'

20.08' 3 @

20.05' = 60.16'

20.00'

4 @ 19.96' 79.85'

20.00'

20.00'

5 @ 20.02' = 100.09'

19.94'

19.68' 19.68'

2@ 17.98'=35.94'

6 @ 18.10' = 108.57'

19.86'

20.17'

3 @ 20' = 60'

20.00'

SEE NOTE 511.13'

LEGEND:

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED SLAB (R)

THICKENED EDGE DOWELED

CONSTRUCTION JOINT

E

D

G

JUNCTURE OF NEW CONCRETE

AND NEW ASPHALTG1

NEW ASPHALT TO

EXISTING PAVEMENT EDGEG2

DOWELED CONTRACTION JOINTC

THICKENED EDGE

ISOLATION JOINTA

C502 B2

C502 B1

C502 C4

C502 A2

C502 B3

C501 A1

C501 B4

C503 D1

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 S2

F

O R

C O

N

TI

N U

AT

IO

N

MATCHLINE: SEE DRAWING CS202 FOR CONTINUATION

N

20' 40'0I1 PAVEMENT JOINTING PLAN

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS202

CS207CS206

CS203

NOTES:

1. CONTRACTOR SHALL REINFORCE ALL CONCRETE SLABS

THAT HAVE MANHOLES, CLEANOUTS, GUARD POSTS,

MECH/ELECT PADS, OR ARE IRREGULAR IN SHAPE OR

AS DIRECTED BY THE CONTRACTION OFFICER. SEE

DETAIL D1 DRAWING C503.

2. CONTRACTOR SHALL PROVIDE THICKENED EDGE

EXPANSION JOINTS AROUND UTILITY STRUCTURES,

INLETS VAULTS AND FOUNDATIONS. SEE DETAIL A2 ON

DRAWING C502.

3. ALL JOINT CHANGES SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER AND DESIGNER OF RECORD

FOR WRITTEN APPROVAL A MINIMUM OF 14 DAYS PRIOR

TO PAVEMENT CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-IN

AND/OR MATCH POINTS PRIOR TO STARTING ANY

PAVEMENT SECTION CONSTRUCTION INCLUDING SUB

GRADE PREPARATION, BASE COURSE, AND/OR

DRAINAGE COURSE.

5. 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)

AD

A1 PAVEMENT JOINTING PLAN

1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

PAVEMENT JOINTING PLAN

CS206 0

EOI

A

MONITORIN

WELL (TYP

A A

A

D

E

C

E

D

D

D

D

D

D

D

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

G2 G2

A

D

D

D

D

D

DEEEE

E

E

EE

EE

EE

EE

EE

E

A

EE

DD

AA

EE

AA

DD

EE

DD

DDDD

EE

DD

EE

A

4 @ 20.01' = 80.03'

19.99' 3 @

20.06' = 60.19' 5 @

20.07' = 100.33' 19.88'

14.54'

19.95'

19.78' 19.59'

20.06' 20.00'

LEGEND:

DOWELED CONSTRUCTION JOINT

DUMMY CONTRACTION JOINT

REINFORCED SLAB (R)

THICKENED EDGE DOWELED

CONSTRUCTION JOINT

E

D

G

JUNCTURE OF NEW CONCRETE

AND NEW ASPHALTG1

NEW ASPHALT TO

EXISTING PAVEMENT EDGEG2

DOWELED CONTRACTION JOINTC

THICKENED EDGE

ISOLATION JOINTA

BID OPTION SLAB

C502 B2

C502 B1

C502 C4

C502 A2

C502 B3

C501 A1

C501 B4

C503 D1

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 S2

F

O R

C O

N

TI

N U

AT

IO

N

N

20' 40'0I1 PAVEMENT JOINTING PLAN

SCALE: 1"=20'

N

20' 40'0

KEY PLAN

NOT TO SCALE

N

CS202

CS206 CS207

NOTES:

1. CONTRACTOR SHALL REINFORCE ALL CONCRETE SLABS

THAT HAVE MANHOLES, CLEANOUTS, GUARD POSTS,

MECH/ELECT PADS, OR ARE IRREGULAR IN SHAPE OR

AS DIRECTED BY THE CONTRACTION OFFICER. SEE

DETAIL D1 DRAWING C503.

2. CONTRACTOR SHALL PROVIDE THICKENED EDGE

EXPANSION JOINTS AROUND UTILITY STRUCTURES,

INLETS VAULTS AND FOUNDATIONS. SEE DETAIL A2 ON

DRAWING C502.

3. ALL JOINT CHANGES SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER AND DESIGNER OF RECORD

FOR WRITTEN APPROVAL A MINIMUM OF 14 DAYS PRIOR

TO PAVEMENT CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-IN

AND/OR MATCH POINTS PRIOR TO STARTING ANY

PAVEMENT SECTION CONSTRUCTION INCLUDING SUB

GRADE PREPARATION, BASE COURSE, AND/OR

DRAINAGE COURSE.

5. 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)

CS203

MATCHLINE: SEE DRAWING CS203 FOR CONTINUATION

AD

A1 PAVEMENT JOINTING PLAN

1" = 20'

12/02/16 D.MUETING

A.DORMAN R.BARUTH

PAVEMENT JOINTING PLAN

CS207 0

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

CD CD

SANSANSAN

W W W W

JF JF

SECURITY FENCE

GABION

RETAINING WALL

POST INDICATOR

VALVE

ISOLATION VALVE

VAULT

HYDRANT PIT (HP)

CONTAINMENT

DRAIN INLET (CD)

SANITARY SEWER

MANHOLE

FIRE HYDRANT

CONTAINMENT

DRAIN LINE

FUEL LINE

WATER LINE

SANITARY SEWER

LEGEND:

HP-

SCALE IN FEET

20'10' 40'0

SCALE IN FEET

10' 20'WALL - 1 PROFILE VIEW

N

VERTICAL HORIZONTAL

CONTRACTOR SHALL FIELD

VERIFY DEPTH OF EXISTING 2"

SANITARY FORCE MAIN PRIOR TO

GABION WALL CONSTRUCTION.

AD

C1 WALL - 1 PLAN AND PROFILE

1" = 20' 20' 40'0

12/02/16 D.MUETING

A.DORMAN R.BARUTH

CS220 0

FJRP159073-CS220.dwg

WALL - 1 PLAN AND PROFILE

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

SCALE IN FEET

20'10' 40'0

SCALE IN FEET

10' 20'WALL - 2 PROFILE VIEW

N

VERTICAL HORIZONTAL

CD CD

SANSANSAN

W W W W

JF JF

SECURITY FENCE

GABION

RETAINING WALL

POST INDICATOR

VALVE

ISOLATION VALVE

VAULT

HYDRANT PIT (HP)

CONTAINMENT

DRAIN INLET (CD)

SANITARY SEWER

MANHOLE

FIRE HYDRANT

CONTAINMENT

DRAIN LINE

FUEL LINE

WATER LINE

SANITARY SEWER

MAN WELL

LEGEND:

HP-

AD

C1 WALL - 2 PLAN AND PROFILE

1" = 20' 20' 40'0

12/02/16 D.MUETING

A.DORMAN R.BARUTH

CS221 0

WALL - 2 PLAN AND PROFILE

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

CD CD

SANSANSAN

W W W W

JF JF

SECURITY FENCE

SEGMENTAL BLOCK

RETAINING WALL

POST INDICATOR

VALVE

ISOLATION VALVE

VAULT

HYDRANT PIT (HP)

CONTAINMENT

DRAIN INLET (CD)

SANITARY SEWER

MANHOLE

FIRE HYDRANT

CONTAINMENT

DRAIN LINE

FUEL LINE

WATER LINE

SANITARY SEWER

LEGEND:

HP-

SCALE IN FEET

20'10' 40'0

SCALE IN FEET

10' 20'WALL - 3 PROFILE VIEW

N

VERTICAL HORIZONTAL

AD

C1 WALL - 3 PLAN AND PROFILE

1" = 20' 20' 40'0

12/02/16 D.MUETING

A.DORMAN R.BARUTH

CS222 0

WALL - 3 PLAN AND PROFILE

P

G

S

G

S S

S

S

S

EOI

D

E

T

T

SPSP

D

D

EXISTING 1 STORY

BLOCK

BUILDING

MONITORING

WELL (TYP)

D D

EXISTING

MOORING

POINT (TYP)

S

S

90.00'

.00

90.00'

.00

'90.00'

.00

90.00'

.00

'90.00'

90.00'

90.00'

90.00'

90.00'

.00

90.00'

.00

90.00'

.00

90.00'

.00

90.00'

.00

90.00'

.00

.00

ENTRY

CONTROL POINT

12" WIDE RED LINE

TAXILANE CENTERLINE

MARKING

12" WIDE RED

LINE

12" WIDE RED LINE

BID OPTION

12" WIDE RED

LINE

ENTRY

CONTROL POINT

33 34 35 36

STOP BAR

MARKING (TYP)

.00

.00

HYDRANT FUEL

PIT MARKING

(TYP OF 4)

BID OPTION

HYDRANT FUEL

PIT MARKING

POINT TABLE

POINT #

NORTHING

539732.9919

539745.6570

539638.4394

539660.4522

539623.6099

539645.6229

539538.4054

539551.0706

539443.8529

539465.8661

539429.0234

539451.0364

539343.8190

539356.4840

539365.8319

539378.4969

539249.2665

539271.2796

539293.2923

539234.4369

539256.4499

539278.4628

539149.2325

539161.8975

539171.2451

539183.9105

539054.6800

539076.6931

539098.7060

539014.8840

539036.4462

539058.9099

538924.6735

538929.6794

538942.3445

538951.6920

538964.3574

538917.8421

538908.4469

539735.8957

EASTING

1422688.5648

1422932.1108

1422603.3602

1423026.6633

1422604.1314

1423027.4344

1422698.6839

1422942.2304

1422613.4793

1423036.7823

1422614.2504

1423037.5531

1422708.8031

1422952.3487

1423132.1058

1423375.6499

1422623.5983

1423046.9014

1423470.2024

1422624.3695

1423047.6726

1423470.9745

1422718.9221

1422962.4671

1423142.2242

1423385.7690

1422633.7174

1423057.0197

1423480.3216

1422635.7869

1423059.1123

1423482.3910

1422634.0772

1422730.3394

1422973.8852

1423153.6408

1423397.1864

1422604.0624

1422581.5681

1422744.4048

POINT TABLE

POINT #

NORTHING

539541.3093

539346.7228

539152.1363

539367.6971

539173.1106

539641.9799

539627.1524

539655.2278

539640.4003

539447.4182

539432.5907

539460.6661

539445.8386

539252.8565

539239.1110

539266.1044

539251.2769

539275.8871

539261.0550

539289.2097

539274.3029

539058.2948

539019.5580

539071.5427

539031.7598

539081.3208

539041.5706

539094.5687

539054.8667

538991.4942

538834.7948

539810.9989

539839.3189

539524.7195

539547.5922

538951.9324

538862.5099

538836.0764

538810.2215

EASTING

1422754.5238

1422764.6429

1422774.8399

1423167.9722

1423178.0913

1422691.8019

1422692.6085

1422935.3161

1422936.1227

1422702.3866

1422703.1932

1422945.9008

1422946.7075

1422712.9713

1422714.2480

1422956.4856

1422957.2922

1423136.2195

1423137.0264

1423379.7295

1423380.5405

1422723.5561

1422725.6654

1422967.0703

1422969.2346

1423146.8045

1423148.9671

1423390.3186

1423392.4785

1422546.8816

1422638.7488

1422530.9648

1423079.9465

1423096.3060

1423552.8726

1423583.8487

1423588.4989

1423080.1901

1422583.0081

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

N

A1 OVERALL PAVEMENT MARKING PLAN

SCALE: 1"=60' 60' 120'0

AD

C504

B4 FUTURE HANGAR

BY OTHERS

C504 C4

C504 C4

C504 A4

C-504 A4

C504 A5

C504 A4

C504 A4

C504 D4

C504 D4

12/02/16 D.MUETING

A.DORMAN R.BARUTH

OVERALL PAVEMENT MARKING PLAN

CM100 0

FJRP159073-CM100.dwg

NOTE:

1. ENTRY CONTROL POINT (ECP) SHALL

BE LOCATED AT THE EXISTING ECP

LOCATION AND APPROVED OF BY THE

CONTRACTING OFFICER.