SFRL 10393282 RECAP AIRSTA E-CITY RUNWAY 1-19_RFP CONCEPT DRAWINGS.pdf

CG AIR STATION ELIZABETH CITY

ELIZABETH CITY, NC

RECAPITALIZE R/W 1-19

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

DRAWING INDEX

SHEET ID SHEET NO. SHEET TITLE

GENERAL

CIVIL

ELECTRICAL

U.S. COAST GUARD

FACILITIES DESIGN AND

CONSTRUCTION CENTER

10' WIDE SIDEWALK

12' X 24' DUMPSTER

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'

5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10'

30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E

E

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'

5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10'

30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10' 30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E

AIRPORT DATA

AIRPORT ELEVATION (FEET MSL, NAVD 88)

AIRPORT REFERENCE POINT (NAD 83)

LATITUDE

LONGITUDE

MEAN MAX. TEMP. OF HOTTEST MONTH

AIRPORT REFERENCE CODE

CRITICAL AIRCRAFT

AIRPORT DATA TABLE

EXISTING

10.7

36° 15' 38.07" N

76° 10' 28.44" W

87.5 °F

LOCKHEED MARTIN HC-130J

SUPER HERCULES (USCG) AAC

- C ADG - IV TDG - 2

AIRPORT NAVAIDS - OWNER

APBN - USCG

ATCT - USCG

PAPI-2 (2) - USCG

VASI (2) - AIRPORT

REIL (4) - AIRPORT

NDB/OM - COUNTY

RNAV (GPS) - FAA

VOR/DME - FAA

CAT I ILS - FAA

MISCELLANEOUS FACILITIES

MAGNETIC DECLINATION

MAGNETIC DECLINATION DATE & SOURCE

2017 - 2021 NPIAS SERVICE LEVEL

2017 - 2021 NPIAS ASSET ROLE

2015 NCASP SERVICE ROLE

MITL

ASOS

WME

WSK (2)

10° 47' 12"

04/05/2017 - NOAA NCEI

ALL RUNWAYS COMBINED WIND COVERAGE (20 KNOTS)

ALL WEATHER

VFR

IFR

99.97%

99.99%

99.85%

TYPE OF AERONAUTICAL SURVEY REQUIRED

FOR APPROACH

NON-STANDARD

CONDITION

NONE REQUIRED

MODIFICATIONS TO FAA STANDARDS

DATE OF

APPROVAL LETTER

N.A.

INSTRUMENT & VISUAL NAVAIDS

AIRSPACE REVIEW

CASE NUMBER

ABBR.

AAC

ADG

ALC

ALSF-1

APBN

APP

ARC

ARP

ASDA

ASOS

ATCT

AVGAS

BRL

CAT

CGAS

DEMO

DEP

DME

DR

E

EXT

FUT

GA

GPS

GS

HIRL

IFR

ILS

LDA

LOC

MALSR

MIRL

MITL

N

NAVAID

NDB

OFZ

DESCRIPTION

AIRCRAFT APPROACH CATEGORY

AIRPLANE DESIGN GROUP

AVIATION LOGISTICS CENTER

HIGH INTENSITY APPROACH LIGHTING SYSTEM WITH

SEQUENCED FLASHERS CATEGORY I

AIRPORT BEACON

APPROACH

AIRPORT REFERENCE CODE

AIRPORT REFERENCE POINT

ACCCELERATION-STOP DISTANCE AVAILABLE

AUTOMATED SURFACE OBSERVING SYSTEM

AIR TRAFFIC CONTROL TOWER

AVIATION GASOLINE

BUILDING RESTRICTION LINE

CATEGORY

COAST GUARD AIR STATION

DEMOLITION

DEPARTURE

DISTANCE MEASURING EQUIPMENT

DRIVE

EAST

EXISTING

FUTURE

GENERAL AVIATION

GLOBAL POSITIONING SYSTEM

GLIDESLOPE

HIGH INTENSITY RUNWAY EDGE LIGHTS

INSTRUMENT FLIGHT RULES

INSTRUMENT LANDING SYSTEM

LANDING DISTANCE AVAILABLE

LOCALIZER

MEDIUM INTENSITY APPROACH LIGHTING SYSTEM WITH

RUNWAY ALIGNMENT INDICATOR LIGHTS

MEDIUM INTENSITY RUNWAY EDGE LIGHTS

MEDIUM INTENSITY TAXIWAY EDGE LIGHTS

NORTH

NAVIGATION AID

NONDIRECTIONAL BEACON

OBSTACLE FREE ZONE

ABBR.

OM

PAPI-2

PAPI-4

PKY

PL

POFZ

RD

RDC

REIL

RELO

RNAV

ROFA

ROW

RPZ

RSA

RVR

RVZ

RW/RWY

SGC

TDG

TDZ

TDZE

TDZL

TODA

TORA

TSA

TW/TWY

ULT

USCG

VASI

VFR

VHF

VOR

W

WME

WSK

DESCRIPTION

OUTER MARKER

PRECISION APPROACH PATH INDICATOR (2 LIGHTS)

PRECISION APPROACH PATH INDICATOR (4 LIGHTS)

PARKWAY

PROPERTY LINE

PRECISION OBSTACLE FREE ZONE

ROAD

RUNWAY DESIGN CODE

RUNWAY END IDENTIFIER LIGHTS

RELOCATION

AREA NAVIGATION

RUNWAY OBSTACLE FREE AREA

RIGHT-OF-WAY

RUNWAY PROTECTION ZONE

RUNWAY SAFETY AREA

RUNWAY VISUAL RANGE

RUNWAY VISIBILITY ZONE

RUNWAY

SEGMENTED CIRCLE

TAXIWAY DESIGN GROUP

TOUCHDOWN ZONE

TOUCHDOWN ZONE ELEVATION

TOUCHDOWN ZONE LIGHTING

TAKEOFF DISTANCE AVAILABLE

TAKEOFF RUN AVAILABLE

TAXIWAY SAFETY AREA

TAXIWAY

ULTIMATE

UNITED STATES COAST GUARD

VISUAL APPROACH SLOPE INDICATOR

VISUAL FLIGHT RULES

VERY HIGH FREQUENCY

VHF OMNIDIRECTIONAL RANGE

WEST

WIND MEASURING EQUIPMENT

LIGHTED WINDCONE

DECLARED DISTANCES

RUNWAY 1

TORA

TODA

ASDA

LDA

4,518

4,518

4,518

4,219

RUNWAY 10

TORA

TODA

ASDA

LDA

7,219

7,219

7,219

7,219

7,219

7,219

7,219

7,219

4,518

4,518

4,219

4,219

RUNWAY 28

RUNWAY 19

A

B

C

D

TAXIWAY DATA TABLE

TAXIWAY NAME

G

K

T

E. & W. END TUR. CIRCLES

DESIGN

(ADG - TDG)

IV - 5 1

IV - 5 1

IV - 5 1

IV - ? 3

AEP 1, 2 & 3

IV - 5 1

IV - 5 1

IV - 5 1

IV - 5 1

IV - 5

GA APRON & CONV. HANGARS TAXILANES II - 2

T-HANGAR TAXILANES I - 1B

PAVEMENT

WIDTH

75'

75'

75' - 150' - 75' 2

62' 3

150' - 60' - 75' - 150' 4

75'

75'

75'

75' 6

35'

20' 7

TW SAFTEY

AREA WIDTH

259'

259'

259'

259'

259'

259'

259'

259'

259'

115'

79'

171'

171'

171'

171'

171'

171'

171'

171'

171'

79'

49'

TAXIWAY DATA TABLE NOTES: EAST END TURNING CIRCLE HAS A FENCE AND A GUARDSHACK WITHIN THE TOFA.

1. WHILE EXISTING TAXIWAY WIDTH SUGGEST A TDG OF 5, FILET DIMENSIONS DO NOT COMPLY WITH UPDATED FAA STANDARDS SET FORTH IN AC 150/5300-13A - AIRPORT DESIGN BECAUSE TAXIWAYS WERE BUILT BEFORE THE STANDARDS WERE UPDATED

2. TAXIWAY C EDGE MARKINGS SHOW INCONSISTENT WIDTH ALONG THE TAXIWAY, BEING 75' WIDE ALL ITS LENGTH WITH THE EXCEPTION OF THE RWY 10-28 INTERSECTION, WHERE IT WIDENS TO 150' BETWEEN THE RUNWAY HOLDING MARKINGS.

3. TAXIWAY D PAVEMENT WIDTH NOT ACCORDING TO ANY STANDARD.

4. TAXIWAY G EDGE MARKINGS SHOW INCONSISTENT WIDTH ALONG THE TAXIWAY, BEING 150' WIDE FROM THE SOUTHWEST END TO THE GA

APRON, TO 60' WIDE FROM THE GA APRON TO THE TWY C INTERSECTION, TO 75' WIDE FROM THE TWY C INTERSECTION TO APPROXIMATELY 400' PRIOR TO THE RWY 10-28 HOLDING MARKING, AND 150' WIDE AGAIN FROM THAT POINT TO ITS NORTHEAST END.

5. ULTIMATE TAXIWAY Q WILL BE DESIGNED USING A TDG 2 SOUTH OF RWY 10-28 FOR GA USE, AND USING A TDG 5 NORTH OF RUNWAY 10-28

FOR USCG USE.

6. MINIMUM PAVEMENT WIDTH ALONG THE RUNWAY END TURNING CIRCLES.

7. TAXILANE PAVEMENT WIDTH OF EXISTING T-HANGARS NOT ACCORDING TO TDG 1B STANDARD OF 25'.

RUNWAY

ALL RUNWAYS

RUNWAY 1-19

RUNWAY 1

RUNWAY 19

RUNWAY 10-28

RUNWAY 10

RUNWAY 28

RUNWAY

ALL RUNWAYS

RUNWAY 1-19

RUNWAY 1

RUNWAY 19

RUNWAY 10-28

RUNWAY 10

RUNWAY 28

RUNWAY

ALL RUNWAYS

RUNWAY 1-19

RUNWAY 1

RUNWAY 19

RUNWAY 10-28

RUNWAY 10

RUNWAY 28

10.5 KNOTS

98.15%

91.93%

50.31%

53.14%

84.49%

42.30%

53.76%

ALL WEATHER WIND COVERAGE TABLE

13 KNOTS

99.47%

95.89%

52.66%

54.75%

90.98%

45.01%

57.56%

10.5 KNOTS

98.32%

91.78%

46.89%

53.88%

84.93%

41.20%

52.77%

10.5 KNOTS

97.23%

92.35%

67.49%

48.18%

81.34%

47.09%

57.61%

VFR WIND COVERAGE TABLE

13 KNOTS

99.59%

95.91%

49.28%

55.63%

91.48%

43.81%

56.74%

IFR WIND COVERAGE TABLE

13 KNOTS

98.85%

95.63%

69.82%

49.14%

87.76%

50.43%

60.72%

16 KNOTS

99.87%

98.77%

54.35%

55.96%

97.00%

47.61%

61.02%

16 KNOTS

99.94%

98.88%

50.96%

56.93%

97.44%

46.25%

60.30%

16 KNOTS

99.53%

98.20%

71.58%

49.96%

94.37%

53.95%

63.86%

20 KNOTS

99.97%

99.67%

54.94%

56.27%

99.18%

48.75%

62.08%

20 KNOTS

99.99%

99.74%

51.51%

57.24%

99.40%

47.20%

61.32%

20 KNOTS

99.85%

99.32%

72.36%

50.30%

97.94%

56.14%

65.26%

RUNWAY SAFETY AREA (RSA)

WIDTH:

LENGTH BEYOND DEPARTURE END:

LENGTH PRIOR TO THRESHOLD:

RUNWAY OBJECT FREE AREA (ROFA)

WIDTH:

LENGTH BEYOND DEPARTURE END:

LENGTH PRIOR TO THRESHOLD:

OBSTACLE FREE ZONE (OFZ) (POFZ: Y/N)

WIDTH:

LENGTH BEYOND RWY END:

RUNWAY PROTECTION ZONE (RPZ)

INNER WIDTH:

OUTER WIDTH:

LENGTH:

APPROACH THRESHOLD SITING SURFACE (TSS)

NON-VERTICALLY GUIDED

VASI, GPS

150' 300' 300'

500' 300' 300'

N 400' 200'

APP/DEP

500' 700'

1,000'

TYPE 3, 20:1, NO PENETR.

NON-VERTICALLY GUIDED

VASI, VOR, GPS

150' 300' 300'

500' 300' 300'

400' 200'

APP/DEP

500' 700'

1,000'

TYPE 3, 20:1, NO PENETR.

VERTICALLY GUIDED

LOC, GS, OM, REIL, PAPI-2,

VOR, GPS

500' 1,000' 600'

800' 1,000' 1,000'

Y 400' 200'

500' 1,010' 1,700'

TYPE 7, 34:1, NO PENETR.

NON-VERTICALLY GUIDED

PAPI-2, REIL, VOR, GPS

500' 1,000' 600'

800' 1,000' 1,000'

N 400' 200'

APP/DEP

500'

1,010' 1,700'

TYPE 3, 20:1, NO PENETR.

PAVEMENT STRENGTH

SURFACE TREATMENT

RUNWAY LIGHTING TYPE

RUNWAY MARKING TYPE

14 CFR PART 77 APPROACH CATEGORY

14 CFR PART 77 APPROACH SURFACE SLOPE

APPROACH VISIBILITY MINIMUMS

RUNWAY DIMENSIONS (LENGTH X WIDTH)

RUNWAY END COORDINATES (NAD 83)

RUNWAY END ELEVATIONS (FEET MSL)

DISP. THRESH. COORDINATES (NAD 83)

DISP. THRESH. ELEVATION (FEET MSL)

DISP. THRESH. DISTANCE (FEET)

TOUCHDOWN ZONE ELEV. (FEET MSL)

HIGH POINT / LOW POINT (FEET MSL)

EFFECTIVE GRADIENT (%)***

PAVEMENT TYPE

150' X 4,518'

36° 15' 13.74" N 76° 10' 44.60" W

9.34'

36° 15' 16.69" N 76° 10' 44.44" W

9.38'

299'

N/A

HI: 10.6 / LOW: 7.3

0.04%

(0.36% MAX)

CONCRETE (ASPHALT

OVERLAY)

20,000 LB

SINGLE

NONE

MIRL

NPI

NON-PRECISION

34:1

1 MILE

150' X 4,518'

36° 15' 58.37" N 76° 10' 42.26" W

7.34'

N/A

N/A

N/A

N/A

HI: 10.6 / LOW: 7.3

0.04%

(0.36% MAX)

CONCRETE (ASPHALT

OVERLAY)

20,000 LB

SINGLE

NONE

MIRL

NPI

NON-PRECISION

34:1

1 MILE

150' X 7,219'

36° 15' 40.83" N 76° 11' 03.09" W

10.53'

N/A

N/A

N/A

10.65

HI: 10.7 / LOW: 8.9

0.02%

(0.07% MAX)

CONCRETE

400,000 LB

DUAL TANDEM

NONE

HIRL

PIR

PRECISION

40:1

3/4 MILE

150' X 7,219'

36° 15' 37.83" N 76° 09' 35.03" W

10.01'

N/A

N/A

N/A

10.0

HI: 10.7 / LOW: 8.9

0.02%

(0.07% MAX)

CONCRETE

400,000 LB

DUAL TANDEM

NONE

HIRL

PIR

NON-PRECISION

34:1

1 MILE

DESCRIPTION

RUNWAY DESIGN CODE (RDC)

APPROACH REFERENCE CODE (APRC)

DEPARTURE REFERENCE CODE (DPRC)

PERCENT (%) WIND COVERAGE

(ALL WEATHER, 20 KNOTS)

B-II

B-II-5000

B-II

54.94%

B-II

B-II-5000

B-II

56.27%

C-IV

C-IV-4000

C-IV

48.75%

RUNWAY 10

C-IV

C-IV-5000

C-IV

62.08%

RUNWAY 28

RUNWAY DATA TABLE

RUNWAY 1 RUNWAY 19

N

APP/DEP

TW OBJECT FREE

AREA WIDTH

N.A.

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'

5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10'

30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'

5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10'

30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E

PAD

NEW PCC PAVEMENT (T

YP)

NEW PCC APRON

EXISTING TAXIWAY

CONCRETE PAVEMENT

EXISTING TAXIWAY

CONCRETE PAVEMENT

26'

26'

12'

45'

26'

10'

30'

29.

63'

10'

10'

202'

.84

87.75'

45'

45'

7'5'

12'

.15

30'

R50'

R20'

15'

R25'

R25'

R2 5'

R126'

7'

5'

5'

10' 30'

5'

5'

4'4'

45'

2'

10'

R20'

30'

26'

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

N:927861.21 E:2831101.33

N:927833.75 E:2831082.32

N:927581.73 E:2831327.44

N:927361.43 E:2831100.97

GRID 5B

N:927508.24

E:2831052.76

GRID 5

N 45 ° 4

4' 0 5" E

GRID B

N 44° 15' 55" W

N:927534.44 E:2831370.75

N:927503.03 E:2831338.52

N:927770.89 E:2831140.29

W V

W V

WV

W V

WV

WV

FH

WV

GV

GV

W

MW

MW

MW

MW

C

C

C C

T

C

C

E

E E

E

E

E