AIRPORT LAYOUT DRAWING - Code 7700 · airport reference code (see note 1) visual navigational aids...
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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 RSA RSA RSA RSA 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 30L LAT. LONG. LAT. N37^ 21’ 57.209" TRANSPORT 58 FEET 81^ N37^ 21’ 03.570" N37^ 22’ 25.416" ULTIMATE SAME SAME SAME STANDARD ULTIMATE EXISTING RUNWAY ITEM COMMENTS ASPHALT NPI 0.213% NPI NPI 34:1 0.213% 150’ 1 TERMINAL A AND GARAGE BEACON 2 CENTRAL PLANT 3 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 8 SAME 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 RUNWAY 3) 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 11 TAXIWAY 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 KEY AIRPORT 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 SAME HIRL 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 29 RUNWAY 11 DESIGN CRITICAL AIRCRAFT EXISTING ULTIMATE D-lV SAME SAME SAME SAME HIRL 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 ULTIMATE EXISTING EXISTING EXISTING 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 4 SAME 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 S N N R O R M A N Y . M I N E T A A N J O S E R I N T E A A T I O N 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 SAME W121^ 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 . 6 0 . 5 1 . 1 3. 0 10 . 4 9. 1 1 0. 5 kts 1 . 0 0 . 1 + 0 . 1 0 . 9 0 . 7 0 . 4 0 . 4 0 . 1 3. 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. 1 0 . 5 KNO T S 1 3. 0 K N O TS 1 6 . 0 K NO T S 20 . 0 KN O TS 29 - 30 L / R 16 . 0 K NOT S 13. 0 K NO T S 10 . 5 K NO T S 20 . 0 KNOTS 11 - 12 L / R N N E NN W SS W S W WS W W N W W N W SSE S SE ESE E N E E N E N 360 1 0 20 30 40 50 6 0 7 0 8 0 90 350 340 330 320 31 0 300 290 280 270 100 11 0 120 130 140 1 50 160 1 70 180 1 90 200 2 1 0 220 230 2 40 25 0 2 60 SAN JOSE INTERNATIONAL C O LE M AN CENTRAL E XP Y. L A F A Y E TT E S T R EET CAMI NO REAL M ON R O E S T . T H E A L A ME DA BELLOMY ST. GUA DA L U P E P K WY . HEDDI NG ST. B AYS HOR E F WY. TRI MBLE RD. 101 880 TO OAKLAND TO SANTA CRUZ DE L A CRUZ BL VD. TO SAN FRANCISCO N . 1 S T S T R E ET 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 30L LAT. LONG. LAT. N37^ 21’ 57.209" N37^ 21’ 22.451" N37^ 22’ 15.771" ULTIMATE EXISTING RUNWAY N37^ 22’ 20.253" N37^ 21’ 27.001" SAME SAME SAME SAME W121^ 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) F U EL S T 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’ 350’ 140’ 152’ 150’ 100’ 85’ 75’ 25 3 7 ’ D I SP L A C E M E N T HIGH PT. EL. 62’ THRESHOLD APPROACH RPZ THRESHOLD 2 5 36 ’ D I SP L A C E M E N T THRESHOLD THRESHOLD 232. 5’ 220 ’ 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. 150’ 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’ AIRPORT PARKWAY AV I A T I ON A V E . C O LE M AN AV E AI RPORT BLVD. TAYLOR STREET COL E MA N AVE NUE PARK COLUMBUS COLUMBUS PARK HEDDI NG STREET ROUTE 880 ( S . R . 87 ) GU A D A L U P E F R EE WAY A I R P O R T B L VD . TERMINAL DRIVE A I R P O R T B L VD . TERMINAL A (E) U . S . R OU T E 1 0 1 DE L A CRUZ BL VD. L A F AY ETTE S T R E ET MARTIN AVE. CE NTRAL E XPWY G U ADA L U P E P A R K WA Y SKYPORT DRIVE 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 " TW Y " 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’ N 41 ^ 06 ’ W ( T ) TW Y " G" AIRPORT APPROACH ZONE ACQUISITION AREA ARP T W Y " W " ( F ) TW Y " K" ( F) LOCAL ANT. SLOPE SLOPE LOCAL ANT. RVR SEGMENTED CIRCLE AND LIGHTED WIND CONE AWOS 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 8 10 11 9 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 2 31 32 TERMINAL B (E) 1306’ DISPLACEMENT 1296’ DISPLACEMENT AIRLINE SUPPORT/CARGO AREA (F) P U B L I C P A R K I NG L O T ( E ) / GA R AG E ( 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 . F A C I L I T I E S ( 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) P U B L I C AND E M P L OY EE P A R K I NG L O T T O B E R E M OV E D 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"
Transcript of AIRPORT LAYOUT DRAWING - Code 7700 · airport reference code (see note 1) visual navigational aids...
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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
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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"
