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