RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
RP
Z
ROFAROFAROFAROFAROFA
ROFA ROFA ROFA ROFA ROFA
RS
A
RSA RSA RSA RSA
RSARSARSARSA
TAXIWAY A
TAXIWAY B
A3 A4 A5
B1 B2B3 B5
A2A1
AIRPORT Ave.
BUNDY Dr.
DONALD DOUGLAS LOOP N
AIRPORT Ave.
AIRPORT Ave.
23rd
St.
23rd
St. B4
BU
ND
Y D
r.
RWY 3 APP/DEP RPZ
500' x 700' x 1,000'
VISIBILITY MIN. 1 MILE
RWY 21 APP/DEP RPZ
500' x 700' x 1,000'
VISIBILITY MIN. 1 MILE
RWY 21 APPROACH SURFACE
500' x 3,500' x 10,000'
ARP
Lat. 34° 00' 57.00" N
Long. 118° 27' 04.70" W
RWY 21
Lat. 34° 01' 09.29" N
Long. 118° 26' 50.11" W
Elev. 169.82' (High Pt.)
TDZE 169.82'
RWY 3
Lat. 34° 00' 44.62" N
Long. 118° 27' 19.29" W
Elev. 126.48' (Low Pt.)
RWY 3 TDZE
Elev. 163.61'
ROFA
ROFA
ROFA
ROFA
ROFA
ROFA
RO
FA
ROFA
ROFA ROFA
RWY 3/21 3,500' x 150'
RUNWAY THRESHOLD LIGHTS
HELIPAD
SYMBOLDESCRIPTION
RUNWAY SAFETY AREA (RSA)
AIRPORT REFERENCE POINT (ARP)
HOLD POSITION MARKING
LEGEND
AIRPORT BEACON
RUNWAY OBJECT FREE AREA (ROFA)
RUNWAY PROTECTION ZONE (RPZ)
NEW TAXIWAY PAVEMENT
PAPI
SANTA MONICA AIRPORT
AIRPORT DIAGRAM
JULY 18, 2017
ROFAROFA
RPZRPZ
RSARSA
300'
Annual Rate of Change 0°5' W Min./Year (May 2017)
GRAPHIC SCALE
Scale: 1" = 300'
150' 0' 300'
N
M
A
G
N
E
T
I
C
12.08°
#
FACILITY KEYDESCRIPTION
AIRPORT TRAFFIC CONTROL TOWER
AIRPORT ADMINISTRATION BUILDING & POLICE SUB STATION
FBO
HANGAR
AIRFIELD MAINTENANCE FACILITY
1
2
3
4
5
RELOCATED SEGMENTED CIRCLE & WINDCONE
AIRPORT PROPERTY LINE
EXISTING BUILDING
GENERAL NOTES :
1. This Airport Diagram was compared to FAA Publications: Chart
Supplement, AVN Datasheets, National Flight Data Center (NFDC),
Airport Facility Directory, and Airport 5010 Airport Master Records.
2. This Airport Diagram prepared using Design Criteria from FAA
Advisory Circular 150/5300-13A, Change 1, "Airport Design" .
3. Santa Monica Municipal Airport Departure Procedures applies to all
runway ends. The 40:1 Departure Surface is not depicted.
4. Latitude and Longitude coordinate conversion into California Zone 5
State Plane format conducted using Corpscon 6.0.1 software.
5. Horizontal datum is North American Datum 1983 (NAD 83) and
vertical datum is North American Vertical Datum 1988 (NAVD 88).
6. All elevations are in feet above mean sea level (MSL).
7. No aerial mapping was performed, imagery source Google Earth Pro.
Base map source City of Santa Monica. Building footprints will not
match aerial imagery due to photogrammetric process.
8. Property line is a graphic depiction and has not been surveyed.
9. Proposed taxiway widths are 35 feet.
10. Airport reference point determined using FAA Compsys 21 software.
11. True bearing determined using FAA Geo 83 software.
12. Pavement strength as listed in the FAA Chart Supplement.
13. There are no published Declared Distances at Santa Monica
Municipal Airport.
14. Paved taxiway shoulders are only required for aircraft design group
(ADG) IV and greater.
15. Runway centerline to parallel taxiway centerline separation distance
varies depending on location.
16. Detail removed from insets for purposes of clarity.
ASOS CRITICAL AREA
ASOS6
NON-AERONAUTICAL USE
REILS
HOLD BAY / HIGH PERFORMANCE RUN-UP7
AIRCRAFT RUN UP AREA8
HOLD BAY / HIGH PERFORMANCE RUN-UP
BLAST FENCE DETAIL
2
See Note 16.
TAXIWAY TO BE ABANDONED
RUNWAY 3 HOLD BAY / HIGHPERF. RUN-UP DETAIL
1
Dimensions are typical (Typ.)
1
Dimensions are typical (Typ.)
RELOCATED TIE DOWNS9