MAGNETIC NORTH 3°44' EAST TRUE NORTH APPROVAL - Austin, Texas

[Pages:1]2,444.6' 2,453.6'

2,405.9' 2,341.5' 2,241.5' 2,141.5' 2,041.5' 1,941.5' 1,841.5' 1,741.5'

1,541.5'

1,591.5'

1,641.5'

1,691.5'

1,491.5'

1,541.5'

1,591.5'

1,641.5'

1,691.5'

1,732.0'

US 290

US 183

1,491.5'

1,541.5'

1,591.5'

1,641.5'

1,691.5'

1,741.4'

IH 35

1,791.5' 1,891.5' 1,991.5' 2,091.5' 2,191.5' 2,291.5' 2,391.5' 2,453.6'

SOURCE: OBSTRUCTION DATA FROM 2017 18B SURVEY BY AECOM

860

760

ASSPULPRORFPOAEACCEH

660

50:1

560

460

360

US 290

1,491.5'

1,441.5'

1,441.5'

1,441.5'

1,391.5'

1,391.5'

1,391.5'

1,341.5'

1,341.5'

1,341.5'

1,291.5'

1,291.5'

1,291.5'

1,241.5'

1,241.5'

WALTER E. LONG LAKE

TRANSITIONAL SURFACES SLOPE 7:1

APPROACH SURFACE SLOPE 40:1 REMAINING 40,000'

APPROACH SURFACE SLOPE 40:1 REMAINING 40,000' APPROACH SURFACE SLOPE 40:1 REMAINING 40,000'

TRANSITIONAL SURFACES SLOPE 7:1 IH 35

1,241.5'

1,191.5'

1,191.5'

1,191.5'

1,141.5'

1,141.5'

1,141.5'

1,091.5'

1,091.5'

1,091.5'

1,041.5'

1,041.5'

1,041.5'

991.5'

991.5'

991.5'

941.5'

941.5'

US 183

941.5'

891.5'

891.5'

891.5'

841.5'

841.5'

841.5'

791.5'

791.5'

SH 130 COLORADO RIVER

SOUTH AUSTIN REGIONAL WWTP

EL.=891.5' EL.=841.5' EL.=791.5' EL.=741.5' EL.=691.5'

CONICAL SURFACE

SLOPE 20:1

SH 71

SH 130

791.5'

HORNSBY BEND BMP

HORIZONTAL SURFACE EL.=691.5'

FM 973

741.5' 691.5' 641.5' 591.5'

TRANSITIONAL SURFACES SLOPE 7:1

APPROACH SURFACE SLOPE 50:1 INITIAL 10,000'

RUNWAY 17L-35R

TRANSITIONAL SURFACES SLOPE 7:1

691.5'

641.5'

691.5' 641.5' 591.5'

APPROACH SURFACE SLOPE 50:1 INITIAL 10,000' APPROACH SURFACE SLOPE 50:1 INITIAL 10,000'

591.5'

TRANSITIONAL SURFACES SLOPE 7:1 RUNWAY 17C-35C

RUNWAY 17R-35L TRANSITIONAL

SURFACES SLOPE 7:1

HORIZONTAL SURFACE EL.=691.5'

10,000' APPROACH SURFACE SLOPE 50:1 INITIAL 10,000'

FM 973 APPROACH SURFACE SLOPE 50:1 INITIAL 10,000'

APPROACH SURFACE SLOPE 50:1 INITIAL 10,000'

US 183

591.5'

FM 812

591.5'

641.5'

641.5'

741.5'

741.5'

E. BEN WHITE BLVD/SH 71

CONICAL SURFACE

SLOPE 20:1

EL.=691.5' EL.=741.5' EL.=791.5' EL.=841.5' EL.=891.5'

LADY BIRD LAKE

RUNWAY 17R-35L PROFILE

860

860

760

760

RUNWAY 17R END EL.=541.5'

ASPUPSRRLOFOAAPCCEEH

660

50:1

660

RUNWAY 17R HIGH POINT

EL.=541.5'

560

560

RUNWAY 35L END

EL.=487.3

460

460

360

360

NOTE: EXTENDED GROUND CENTERLINE PROFILE

691.5'

591.5' 641.5'

691.5' 741.5' 791.5' 841.5' 891.5'

691.5'

741.5'

791.5'

FM 812

ASSPULPRORFPOAEACCEH 50:1

FAA DISCLAIMER:

1. THE PREPARATION OF THIS DOCUMENT MAY HAVE BEEN SUPPORTED, IN PART, THROUGH A PLANNING GRANT FROM THE FEDERAL AVIATION ADMINISTRATION AS PROVIDED UNDER SECTION 505 OF THE AIRPORT AND AIRWAY IMPROVEMENT ACT OF 1982. THE CONTENTS DO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICY OF THE FAA. ACCEPTANCE OF THIS REPORT BY THE FAA DOES NOT IN ANY WAY CONSTITUTE A COMMITMENT ON THE PART OF THE UNITED STATES TO PARTICIPATE IN ANY DEVELOPMENT DEPICTED THEREIN, NOR DOES IT INDICATE THAT THE PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE WITH APPROPRIATE PUBLIC LAWS.

2. THE FAA'S APPROVAL OF THIS AIRPORT LAYOUT PLAN (ALP) REPRESENTS ACCEPTANCE OF THE GENERAL LOCATION OF FUTURE FACILITIES DEPICTED. DURING THE PRELIMINARY DESIGN PHASE, THE AIRPORT OWNER SHALL SUBMIT, FOR FAA APPROVAL: FINAL LOCATIONS, HEIGHTS, AND EXTERIOR FINISH OF ALL STRUCTURES. THE FAA'S CONCERNS ARE OBSTRUCTIONS, IMPACT ON ELECTRONIC FACILITIES, AND ADVERSE IMPACT ON CONTROLLER VIEW OF AIRCRAFT APPROACHES AND GROUND MOVEMENT AREAS WHICH COULD ADVERSELY AFFECT THE SAFETY, EFFICIENCY, OR UTILITY OF THE AIRPORT.

RUNWAY 17C-35C PROFILE

860

860

760

660

ASSPULPRORFPOAEACCEH 50:1

RUNWAY 17C END EL.=532'

560

RUNWAY 17C HIGH POINT EL.=532'

460

760

ASPUPSRRLOFOAAPCCEEH

660

50:1

560 RUNWAY 35C END

EL.=492'

460

360

360

NOTE: EXTENDED GROUND CENTERLINE PROFILE

NOTES: 1. USED NAD 83 STATE PLANE COORDINATE SYSTEM 2. NAVD88 VERTICAL CONTROL DATUM USED FOR ELEVATION. 3. WAIVER OF DESIGN STANDARDS FOR PAVED OVERRUN AREA OF RUNWAY 17R

ISSUED JUNE 15, 1995. 4. AIRPORT ELEVATION: 541.5' NAVD88 (MSL)

DRAFT

TRUE NORTH

MAGNETIC DECLINATION 3? 44' E SEPTEMBER 21, 2018 ANNUAL CHANGE 0? 7' W

MA3G?N44E'TEIACSNTORTH

APPROVAL

AUSTIN-BERGSTROM INTERNATIONAL AIRPORT CITY OF AUSTIN AVIATION DEPARTMENT

JENNIFER WILLIAMS, PROJECT MANAGER

DATE

FAA ASW-ADO APPROVAL BLOCK:

FEDERAL AVIATION ADMINISTRATION FORT WORTH AIRPORTS DISTRICT OFFICE

CONDITIONALLY APPROVED:

MANAGER, ASW-ADO DATE:

SUBJECT TO COMMENTS IN LETTER DATED: AIRSPACE STUDY NUMBER:

741.5' 791.5' 841.5' 891.5' 941.5' 991.5' 1,041.5' 1,091.5' 1,141.5' 1,191.5' 1,241.5' 1,291.5' 1,341.5' 1,391.5' 1,441.5' 1,491.5' 1,541.5' 1,591.5' 1,641.5' 1,687.3'

841.5'

891.5'

941.5'

991.5'

1,041.5'

1,091.5'

1,141.5'

TRANSITIONAL SURFACES SLOPE 7:1

APPROACH SURFACE SLOPE 40:1 REMAINING 40,000'

APPROACH SURFACE SLOPE 40:1 REMAINING 40,000' APPROACH SURFACE SLOPE 40:1 REMAINING 40,000' SH 130

TRANSITIONAL SURFACES SLOPE 7:1

1,191.5'

1,241.5'

1,291.5'

1,341.5'

1,391.5'

1,441.5'

1,491.5'

1,541.5'

1,692.0'

1,591.5' 1,641.5' 1,673.6'

2,386.6' 2,341.5' 2,241.5' 2,141.5' 2,041.5' 1,941.5' 1,841.5' 1,741.5'

SH 130/US 183

1,741.5' 1,841.5' 1,941.5' 2,041.5' 2,141.5' 2,241.5' 2,341.5' 2,399.7'

SH 45

RUNWAY 17L-35R PROFILE

860

760

RUNWAY 17L END

ASPUPSRRLOFOAAPCCEEH

660

50:1

EL.=491.6'

560

RUNWAY 17L HIGH POINT

RUNWAY 35R END

EL.=491.6'

EL.=473.6

460

360

NOTE: EXTENDED GROUND CENTERLINE PROFILE

HAZARD ZONING MAP

AIRSPACE (PART 77)

5

Austin-Bergstrom International Airport

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