30

30

30

3020

40

40

30

50

50

40

40

40 30

30

30

30

30

30

30

30

30

30

30

30

30

30

20

20

30

30

30

30

30

30

30

30

40

40

40

40

40

30

40

40

40

30

20

20

30

40

40

40

40

40

30

30

40

40

30

30

20

20

30

40

20

20

30

30

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

40

30

30

40

40

40

50

60

40

30

40

30

40

40

40

40

50

50

60

70

40

50

50

50

50

40

30

30

40

40

30

40

50

60

70

40

30

30

40

40

30

30

40

50

50

50

50

50

50

50

50

60

70

80

80

80

50

60

70

60

50

50

50

50

50

50

50

50

50

50

50

60

60

50

60

70

50

40

40

50

60

60

50

40

40

50

60

60

60

60

60

70

60

60

70

70

706

0

70

70

60

60

60

60

60

60

70

50

60

70

80

80

90

80

70

60

50

40

50

60

80

70

60

90

80

70

60

80

90

70 8

0

60

60

60

70

60

50

40

40

40

40

50

60

60

60 6

0

60

60

60

60

60

50

50

60

70

60

50

40

40

50

60

70

70

70

70

70

70

70

70

70

70

70

60

50

60

70

60

50

50

60

80

70

50

50

60

50

50

50

50

60

70

70

70

70

60

70

70

70

70

70

70

70

60

60

70

80

90

100

70

80

90

SANTA CLARA VALLEY

WATER DISTRICT EASEMENT

PG&E EASEMENT

EASEMENT

PRIVATE

PRIVATE

W/ AVIGATION

W/ AVIGATION

PRIVATE

EASEMENT

W/ AVIGATION

PRIVATE

EASEMENT

WATER DISTRICT EASEMENT

RSA

RSA

RSA

RSA

RSA

RSA

RSA

RSARSA

RSARSA

SAME

EXISTING

SAME

AIRPORT REFERENCE POINT

LONG.

NPIAS ROLE

MEAN MAX. TEMP.

AIRPORT ELEVATION

TERMINAL NAVAIDS

12L

30R

11

29

LAT.

LAT.

LAT.

LONG.

LONG.

LONG.

LONG.

LAT.

12R

30LLAT.

LONG.

LAT.

N37^ 21’ 57.209"

TRANSPORT

58 FEET

81^

N37^ 21’ 03.570"

N37^ 22’ 25.416"

ULTIMATE

SAME

SAME

SAME

STANDARDULTIMATEEXISTING RUNWAY ITEM COMMENTS

ASPHALT

NPI

0.213%

NPI

NPI

34:1

0.213%

150’

1 TERMINAL A AND GARAGE

BEACON2

CENTRAL PLANT3

4

5

6

7

8

9

10

11

12

13

14

15

ARFF STATION

16

WASTE DISPOSAL

17

18

CITY MAINTENANCE

19

CITY MAINTENANCE

20

CITY OFFICE

21

30

29

28

27

26

25

24

23

22

CITY OFFICE

CITY HANGAR (MULTI-TENANT)

CITY HANGAR (WAREHOUSE)

FAA CONTROL TOWER

FBO HANGARS (SAN JOSE JET CENTER)

FBO HANGAR (HEWLETT-PACKARD)

CITY T-HANGAR BUILDING 8SAME

GROUP IV=400’

SEPARATION (FAA AC

150/5300-13)

APPROVED 350’ SEPARATION BETWEEN

RUNWAY 12L-30R AND TAXIWAY Y;

GROUP III & IV

=300’ TO 400’

(FAA AC 150/

5300-13)

HOLDLINE=250’ FOR

APPROACH

CATEGORY C

RUNWAY OBJECT

FREE AREA (OFA)

GROUP IV=800’ WIDE

AND 1000’ BEYOND

RUNWAY END (FAA

AC 150/5300-13)

APPROVED 500’ WIDTH FOR

11-29 TO TAXIWAY V CENTERLINE

SEPARATION. D-IV AIRCRAFT

OPERATIONAL RESTRICTIONS TO BE

APPLIED WHEN APPROACH CATEGORY C

IS ON RUNWAY 11-29.

LONG 121^ 55’ 44.51" W

LAT 37^ 21’ 45.45" N

1) RUNWAY

CENTERLINE TO

TAXIWAY

CENTERLINE

2)

CENTERLINE

TAXIWAY

CENTERLINE TO

RUNWAY3)

LETTER DATED MARCH 9, 1992

RUNWAY 12R-30L;

TAXIWAY LIGHTING

CITY HANGAR (MULTI-TENANT)

CITY HANGAR (MULTI-TENANT)

CITY T-HANGAR BUILDING 9

CITY T-HANGAR BUILDING 10

CITY T-HANGAR BUILDING 11TAXIWAY MARKING

YES

YES

APPROVED 285’ RUNWAY

FBO HANGAR (AVBASE)

REGULATOR VAULT

11,000’

10,139’

1,306’

250,000 lbs

605,000 lbs

HIRL

REIL, PAPI

D-IV

500’/11,273’

10,134’

11,000’

2,536’

PCC

220,000 lbs

250,000 lbs

605,000 lbs

HIRL

PAPI

D-IV

500’/11,273’

N37^ 22’ 29.972"

N37^ 21’ 08.128"SAME

SAME

FLIGHT KITCHEN (LSG SKYCHEFS)

NOTES:

16^

MAGNETIC

TRUE

AIRPORT LAYOUT DRAWING

RUNWAY END COORDINATES MODIFICATIONS TO STANDARDS

FACILITY IDENTIFICATION KEYAIRPORT DATA

APPROVAL BLOCK

Scale: 1" = 500’

0 500 1000 1500 2000 FT.

2) Taxiway V object free area (OFA) is 131 feet wide south of Taxiway G

and 259 feet wide at Taxiway G and to the north; Taxilane OFA is

Bearings and Elevations were taken from SJC data base, March, 2006.

4) Runway End Coordinates, Airport Reference Point Coordinates, True

3) The Building Restriction Line (BRL) on the east side is for a maximum

structure height of 50 feet; the west side BRL is for a maximum

structure height of 25 feet.

115 feet on the south end and 225 feet on the north end.

7) There are objects located in the extended OFA, between the Airport

Boulevard and Coleman Avenue, which currently do not meet FAA

OFA clearance requirements.

6) Runway Object Free Area (OFA) must extend 1000’ past thresholds

of 12R, 30L, 12L and 30R, but should extend as far as feasible.

8) No threshold siting surface object penetrations.

San Jose International Airport

NO. BY APP DATE REVISIONS

NORTH

SOURCE: FAA 6/95

ANNUAL RATE OF

CHANGE IS .648^

OBJECT FREE AREA - WIDTH/LENGTH

AIRPORT REFERENCE CODE (SEE NOTE 1)

VISUAL NAVIGATIONAL AIDS

D-lV SAME

SAME

LANDING DISTANCE AVAILABLE

ACCELERATE-STOP DISTANCE

TAKE OFF DISTANCE AVAILABLE

PAVEMENT STRENGTH-SINGLE

FAR PART 77 RUNWAY CATEGORY

FAR PART 77 APPROACH SLOPE

ELECTRONIC NAVIGATIONAL AIDS

RUNWAY LIGHTING

RUNWAY MARKING

EFFECTIVE GRADIENT (%)

DISPLACED THRESHOLD

TAKE OFF RUN AVAILABLE

RUNWAY WIDTH

RUNWAY DATA

-DUAL

SAMEHIRL

ILS,RVR

PRECISION

PRECISION

50:1

SAME

SAME

SAME

EXISTING

150’

ULTIMATE

SAME

RUNWAY SAFETY AREA - WIDTH/LENGTH

605,000 lbs

220,000 lbs

PCC SAME

250,000 lbs

SAME

SAME

SAME

MALSR,PAPI

APPROACH WEATHER MINIMUMS

DEPARTURE WEATHER MINIMUMS

RSA DISTANCE BEYOND STOP END

OFZ DISTANCE BEYOND STOP END

PERCENTAGE WIND COVERAGE

RUNWAY BEGINING ELEVATION (NADV 88)

RUNWAY END ELEVATION (NADV 88)

PAVEMENT END ELEVATION (NADV 88)

1000’ SAME

OFA DISTANCE BEYOND STOP END

RUNWAY TDZ ELEVATION (NADV 88)

RUNWAY THRESHOLD ELEVATION (NADV 88)

PAVEMENT LENGTH

SAME

PAVEMENT SURFACE

-DUAL TANDEM

200’

SAME

SAME

1000’ SAME

RUNWAY 12R RUNWAY 12L RUNWAY 30R RUNWAY 29RUNWAY 11

DESIGN CRITICAL AIRCRAFT

EXISTING ULTIMATE

D-lV SAME

SAME

SAME

SAMEHIRL

PRECISION

PRECISION

50:1

SAME

SAME

SAME

150’ SAME

605,000 lbs

220,000 lbs

PCC SAME

250,000 lbs

SAME

SAME

SAME

MALSR,PAPI

500’/11,034’

1000’ SAME

SAME

200’

SAME

SAME

1000’ SAME

38.7’

37.7’

57.2’

38.0’

62.0’

� MILE

62.0’

56.8’

55.5’

38.0’

37.7’

� MILE

� MILE

11,000’

EXISTING

SAME

SAME

SAME

SAME

ULTIMATE ULTIMATE ULTIMATE ULTIMATEEXISTING EXISTINGEXISTING

150’

PCC

220,000 lbs

NPI

34:1

1000’

1000’ 1000’

� MILE

200’ SAME

OBSTACLE FREE ZONE WIDTH 400’ 400’ SAME 400’

37.5’

37.6’

37.8’

56.8’

60.9’

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

NONE

1000’

400’

200’

60.9’

54.8’

37.4’

37.5’

4,600’

4,600’

4,600’

4,600’

4,600’

4,600’

NONE NONE

NONE NONE

ASPHALT

100’ 100’

60,000 lbs 60,000 lbs

60,000 lbs

60,000 lbs

60,000 lbs

60,000 lbs

MIRL MIRL

VISUAL VISUAL

20:1 20:1

PAPI

B-II B-II

150’/5200’ 150’/5200’

300’

250’

200’

300’

41.5’

51.4’

51.4’

41.5’

41.5’

51.4’

51.4’

41.5’

GROUP 4 GROUP 4 GROUP 4 GROUP 4SAME SAME SAME GROUP 2 GROUP 2

300’

250’

200’

300’

RUNWAY SAFETY AREA (RSA)

BUILDING RESTRICTION LINE (BRL)

AIRPORT REFERENCE POINT (ARP)

FENCING

RUNWAY PAVEMENT

BUILDING

AIRPORT BOUNDARY

EXISTING ULTIMATE

BLAST FENCE

RUNWAY PROTECTION ZONE

GROUND CONTOUR

TAXIWAY PAVEMENT

LEGEND

1� MILE

� MILE

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

RUNWAY 30L

RUNWAY/TAXIWAY SURFACE PAVED

SN

N

R

ORM AN Y.MINETA

AN JOSERINTE A ATION L

A I R P O T

1� MILE

� MILE

1� MILE

� MILE

1� MILE

� MILE

31

RSA

-TRIPLE TANDEM SAME SAME 777,000 lbs SAME 777,000 lbs SAME

11,000’ 11,000’

9,883’

11,000’ 11,000’ 11,000’

9,883’ 10,139’ 10,134’

1,296’ SAME 2,537’ SAME

SAME

ILS GS

PAPI,REIL

500’/11,034’

SEE WIND ROSE SEE WIND ROSE SEE WIND ROSE SEE WIND ROSE SEE WIND ROSE SEE WIND ROSE

SAME

SAMEW121^ 56’ 31.160"

W121^ 55’ 01.435"

W121^ 56’ 24.633"

W121^ 54’ 54.911"

W121^ 56’ 11.750"

NOTE: Horizontal datum for coordinates - North American Datum of 1983,

Zone 3, EPOCH 2002.00

Vertical Datum- North American Verical Datum of 1988, GEOID03 Model

53.8’

FAA REMOTE TRANSMITTER / RECEIVER

ALL WEATHER WIND ROSE

SOURCE: National Oceanic and Atmospheric Administration (NOAA).

10.5 knots 95.74%

SAN JOSE INTERNATIONAL AIRPORT

4.5 kts

4.6

1.3 0.1

0.1

0.2

0.6

3.5

4.3

1.7

1.0

0.60.5

1.1

3.0

10.4

9.1

10.5 kts

1.0

0.1

+

0.1

0.9

0.7

0.4

0.4

0.13.0

0.1

0.7

3.9

4.7

15.5 kts

0.1

+

+

+

0.3

0.2

+

0.1

+

1.0

+

0.1

0.3

0.7

20.5 kts

0.1

+

+

+

25.5 kts

+

30.5 kts

39.1

CROSSWIND COVERAGE

RUNWAYS 12R-30L, 12L-30R AND 11-29

13 knots 97.83%

16 knots 99.29%

20 knots 100%

Observations for 1996 - 2005.

10.5

KN

OT

S

13.0

KN

OT

S

16.0

KN

OT

S

20.0

KN

OT

S

29-3

0L/R

16.0

KN

OT

S

13.0

KN

OT

S

10.5

KN

OT

S

20.0

KN

OT

S

11-1

2L/R

NNE

NN

W

SSW

SW

WSW

WN

W

W

NW

SS

E

S

SE

ES

E

ENE

E

NE

N360

10

20

30

40 5060

70

80

90

350

340

330

320

310

300

290

280

270

100

110

120

130

140

150

160

170

180

190

200

210

220230240

250

260

SAN JOSE

INTERNATIONAL

COLEMAN

CE

NT

RAL

EXP

Y.

LAFAYETTE

STREET

CA

MIN

O

RE

AL

MONROEST.

THE ALAMEDA

BE

LL

OM

Y

ST.

GUADALUPEPKWY.

HE

DDIN

G

ST.

BAY

SH

ORE

FW

Y.

TRIM

BL

ER

D.

101

880

TO OAKLAND

TO S

ANT

A

CR

UZ

DE LA CR

UZ BLV

D.

TO SAN

FRANCISCO

N. 1 ST STREET

VICINITY MAP

REF.

NORTH

60’

50’

60’

50’

30’

40’30’

30’

40’

30’

40’

40’

50’

40’

50’

SAME SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

30’

40’

40’

40’

60’

50’

50’

50’

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME

1) Aircraft design Group V can be accommodated on existing

Runway 12R-30L and Runway 12L-30R with operational restrictions

applied during taxiing to maintain separation requirements.

5) Not all RPZ/Road intersection and extended centerline elevations

are available.

N/A N/A

N/A N/A

SAME SAME

LOCATION MAP

City of San Jose, California

SAME

SAME

LONG.

12L

30R

11

29

LAT.

LAT.

LAT.

LONG.

LONG.

LONG.

LONG.

LAT.

12R

30LLAT.

LONG.

LAT.

N37^ 21’ 57.209"

N37^ 21’ 22.451"

N37^ 22’ 15.771"

ULTIMATEEXISTING RUNWAY

N37^ 22’ 20.253"

N37^ 21’ 27.001"SAME

SAME

SAME

SAMEW121^ 56’ 20.583"

W121^ 55’ 22.127"

W121^ 56’ 13.975"

W121^ 55’ 15.594"

W121^ 56’ 11.750"

RUNWAY THRESHOLD COORDINATES

SAN JOSE INTERNATIONAL AIRPORT

SAME

SAME

SAME

SAME

SAME

SAME

SAME

SAME SAME SAME SAME SAME

4,600’

4,600’

4,600’

4,600’

SAME

SAME

SAME

SAME

SAME

SAME

The contents of these documents do not

necessarily reflect the official views or policy

of the FAA. Acceptance of these documents by

the FAA does not in any way constitute a

commitment on the part of the United States to

participate in any development depicted herein, nor

does it indicate that the proposed development is

environmentally acceptable in accordance with

appropriate public laws.

9) Stop ends of Runway 12R-30L and Runway 12L-30R are short of

end of pavement due to controlling obstructions.

10) No OFZ Object Penetrations.

11) Line of Sight Requirements Met.

SHEET 1

CITY HANGAR

CITY HANGAR

32 FBO HANGAR (ACM)

G.A. FACILITIES (F)

FORMER

NOISE COMPATIBILITY

ACQUISITION AREA

CARGO AIRLINE AREA (E)

CENTRAL PLANT

AIR FREIGHT BLDG. TO BE REMOVED

PUBLIC ROADWAY

BASIN

RETENTION

G.A. MAINTENANCE

SHELTER

PUBLIC PARKING GARAGE

FIS FACILITY

880/COLEMAN INTERCHANGE

VTA/CALTRANS EASEMENT

CNG FUEL STATION

ATCT

RTR

ROADWAY BRIDGE (F)

FUEL

ST

OR

AGE (E)

FUEL DISPENSING RACKS (E)

140’

100’

70’

700’

50’

69’

700’

126’

93’

LOW PT. HIGH PT.

1,000’ x1,700’ x 1,510’

34:1 SLOPE

1,000 x 2,500’ x 1,750’

50:1 SLOPE

500’ x 1,000’ x 700’

20:1 SLOPE

(TYP. BOTH ENDS)

200’

200’

EL. 40’

ROAD EL. 62’

200’

400’

200’

200’

ROAD EL. 63’

215’

35

0’

140’

152’ 150’

100’

85’

75’

2537’ DISPLACEMENT

HIGH PT.

EL. 62’

THRESHOLD

APPROACH RPZ

THRESHOLD

2536’ DISPLACEMENT

THRESHOLD

THRESHOLD

23

2.5

’

22

0’

EL. 51.4’

EL. 56.8’

100’

EL. 54.8’

150’

500’

500’

100’

EL. 37.7’ / LOW PT.

100’

100’100’

133’113’

160’160’

75’

EL.41.5’

APPROACH RPZ

(BOTH ENDS)

APPROACH RPZ

(BOTH ENDS)

50’

EL. 60.9’

HIGH PT.

15

0’

EL. 37.5’

LOW PT. EL. 37.6’

428’

375’

88’

100’

75’

100’ 100’

40’

50’

100’ 100’117’

160’ 328.7’

102.5’

136.5’

160’

75’

50’75’

75’

AI

RP

OR

T

PA

RK

WA

Y

AVIATIO

N AVE.

COLEMAN AVE

AIR

PO

RT

BL

VD.

TA

YL

OR

ST

RE

ET

COLE

MAN

AVEN

UE

PARK

COLUMBUS

COLUMBUS

PARK

HE

DDIN

G

ST

RE

ET

RO

UT

E 880

(S.R. 87)

GUADALUPE FREEWAY

AIRPORT BLVD.

TERMINAL DRIVE

AIRPORT BLVD.

TERMINAL A (E)

U.S. R

OUTE

101

DE LA CR

UZ BLV

D.

LAFAYETTE STREET

MARTIN AVE.

CENTR

AL EXP

WY

GUADALUPE PARKWAY

SK

YP

OR

T

DRI

VE

N41^06’W (T)

N41^06’W (T)

TW

Y "

B"

TW

Y "

C"

TW

Y "

D"

TW

Y "E"

TWY "Z"

TWY "Y"

TW

Y "F"

TW

Y "

H"

TW

Y "

G"

TW

Y "J"

TW

Y "

K"

TW

Y "L"

TWY "V"

TWY "W"

TW

Y "

M"

TW

Y "

N"

TWY "V"

BRL

TW

Y "J"T

WY "L"

TWY "Z"

TWY "Y"

BRL

TWY "W" (F)

TWY "Z"

TW

Y "

A"

TW

Y "

A1"

150’ x 11,000’

TW

Y "

H" (F)

TW

Y "

B"

150’ x 11,000’

N41̂06’W (T)

TW

Y "

G"

AIRPORT APPROACH ZONE

ACQUISITION AREA

ARP

TWY "W"

(F)

TW

Y "

K" (F)

LOCAL

ANT.

SLOPE

SLOPE

LOCAL

ANT.

RVR

SEGMENTED CIRCLE

AND LIGHTED

WIND CONE

AWOS

TA

NK

COMPASS

ROSE

DVOR-DME

MALSR

EL. 54’

VOR

CK. PT.

PAPI

LVOR-DME

VOR

CK. PT

MALSR

EXTENDED OFA

EXTENDED OFA

29 PAPI

30L PAPI

12R GLIDE

12R PAPI

12L PAPI

MALSR SHELTER

REIL (F)

REIL (F)

30R PAPI

30L GLIDE

3

1

4

7

810

11

9

12

13

1415

16

17

1819 20

22232425

2627

2829 30

2

31

32

TERMINAL B (E)

1306’ DISPLACEMENT

1296’ DISPLACEMENT

AIRLINE SUPPORT/CARGO AREA (F)

PUBLIC P

ARKING

LOT(E)/G

ARAGE (F)

RENTAL CAR PARKING/SERVICE AREA

AND PUBLIC PARKING PUBLIC PARKING GARAGE (F)

INTERIM PUBLIC/EMPLOYEE PARKING

AVIATION SUPPORT HANGARS

TO BE REMOVED

AIRLINE SUPPORT/CARGO AREA (E) (F)

ARFF

GUADALUPE RIVER PARK (E)/

SANTA CLARA VALLEY

GUADALUPE GARDENS (E)(F)

TWY "V"

REHAB (F)

75’ (F)

75’ (F)

75’ (F)

33

G.A. FACILITIES (F)

5

6

TERMINAL B

AIR FREIGHT

RENTAL CAR / PARKING GARAGE

33 FAA GROUND SURVEILLANCE RADAR

LETTER DATED AUG. 18, 1989

LETTER DATED FEB. 12, 1988

APRON REHAB

"D" TO "E" (F)

PUBLIC AND EMPLOYEE PARKING LOT TO BE REMOVED

TERMINAL B PHASE 2 (F)

75’

TW

Y "

C"REIL

REIL

REIL

100’x4600

8,587’

0.217%

662,000 lbs

500’/1,000’ 500’/1,000’ 800’/1,000’ 800’/1,000’ 500’/300’ 500’/300’

10,152’

10,152’

7,614’

0.217%

662,000 lbs

8,833’ 7,597’

0.215%

VISUAL

0.215%

VISUAL

PAPI,REIL

N37^ 21’ 22.792"

W121^ 55’ 34.019"

N37^ 21’ 22.792"

W121^ 55’ 34.019"

VOR,DME,ATCT,ASR,

AWOS,BEACON

SAME

TW

Y "

D"