RPZ - 3tb2gc2mxpvu3uwt0l20tbhq-wpengine.netdna-ssl.com · rpz rpz-24+00 -22+00 -20+00 -18+00 -16+00...

1
-6+00 -4+00 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 62+00 64+00 66+00 68+00 70+00 72+00 74+00 76+00 78+00 80+00 82+00 84+00 86+00 88+00 90+00 92+00 94+00 96+00 20 30 20 30 RUNWAY 8 END RUNWAY 8 RSA RUNWAY 26 RSA RUNWAY 26 END 5' LINE-OF-SIGHT LINE 5' LINE-OF-SIGHT LINE 5' LINE-OF-SIGHT LINE 88+00 90+00 92+00 94+00 96+00 98+00 100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+00 116+00 0 20 40 60 30 50 70 10 -10 80 90 100 PL AIRPORT PROPERTY LINE RUNWAY CENTERLINE IP TOFA TOFA P L P L P L P L P L P L P L PL P L RSA RSA RSA RSA RSA RSA RSA RSA BRL OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA El. 22' El. 20' El. 17' El. 17' El. 16' TWY B OFZ OFZ OFZ OFZ RSA 600' OFA 1000' OFA 240' El. 23' THRESHOLD LIGHTS MALSF (TYP.) WIND CONE AND SEGMENTED CIRCLE JAWS AND WIND SENSOR SITE 28,300 s.f. OFZ 200' MENDENHALL RIVER RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ TOFA P L P L P L P L P L P L P L P L P L P L P L P L RSA RSA RSA RSA RSA RSA RSA RSA BRL OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA OFA TWY G OFZ OFZ OFZ OFZ RSA 600' OFA 1000' REIL MALS (TYP.) JAWS AND WIND SENSOR SITE OFZ 200' THRESHOLD LIGHTS REIL RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ RPZ -24+00 -22+00 -20+00 -18+00 -16+00 -14+00 -12+00 -10+00 -8+00 -6+00 -4+00 -2+00 0+00 2+00 4+00 0 20 40 60 30 50 70 10 -10 80 90 100 EXISTING GROUND RUNWAY CENTERLINE PL AIRPORT PROPERTY LINE RUNWAY CENTERLINE THE PREPARATION OF THIS AIRPORT LAYOUT PLAN (ALP) WAS FINANCED IN PART THROUGH A PLANNING GRANT FROM THE FEDERAL AVIATION ADMINISTRATION (FAA) AS PROVIDED UNDER SECTION 505 OF THE AIRPORT AND AIRWAY IMPROVEMENT ACT OF 1982. THE CONTENTS DO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICIES OF THE FAA. ACCEPTANCE OF THIS ALP 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 IMPLY THAT THE PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE IN ACCORDANCE WITH APPROPRIATE PUBLIC LAWS. RUNWAY 8 - 34:1 INNER APPROACH SURFACE OBSTRUCTIONS # - NONE DESCRIPTION - SURVEY DATE - GROUND ELEV. - OBJECT ELEV. - SURFACE - SURFACE ELEV. - PNTR. - CORRECTIVE ACTION RUNWAY 26 - 34:1 INNER APPROACH SURFACE OBSTRUCTIONS # - NONE DESCRIPTION - SURVEY DATE - GROUND ELEV. - OBJECT ELEV. - SURFACE - SURFACE ELEV. - PNTR. - CORRECTIVE ACTION NOTES 1. ELEVATION IN FEET ABOVE MEAN SEA LEVEL (MSL) AT TOP OF OBJECT. 2. TO CONVERT FROM NAVD88 HEIGHT TO MEAN LOWER LOW WATER (MLLW) ADD 3.72' TO THE NAVD88 HEIGHT. FOR EXAMPLE, JNUC AS LISTED IN THE SURVEY CONTROL SHEET HAS A MLLW ELEVATION OF 25.23' AND A NAVD88 HEIGHT OF 21.51'. N JUNEAU INTERNATIONAL AIRPORT AIRPORT MASTER PLAN # REVISION COMPANY DATE 1111 3rd AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE: 206-438-2700 SHEET NUMBER: AIP NUMBER: DATE: SCALE: BY JNU - Sheet 05 (Inner Approach Surface - 8-26).dwg DECEMBER 2017 DESIGNED BY: PROJECT MANAGER: CHECKED BY: DRAFTED BY: 3-16-0133-059-2013 J U N E A U ASN: 2017-AAL-190-NRA INNER APPROACH SURFACE RUNWAY 8-26 VARIES 5 OF 11 JJY RLO RLO JJY 34:1 APPROACH SURFACE 34:1 APPROACH SURFACE 34:1 APPROACH SURFACE 34:1 APPROACH SURFACE DECLARED DISTANCES TORA RUNWAY 8 26 8,857' TODA 8,857' ASDA 8,457' LDA 8,457' 8,857' 8,857' 8,457' 8,457' PROFILE VIEW PLAN VIEW

Transcript of RPZ - 3tb2gc2mxpvu3uwt0l20tbhq-wpengine.netdna-ssl.com · rpz rpz-24+00 -22+00 -20+00 -18+00 -16+00...

Page 1: RPZ - 3tb2gc2mxpvu3uwt0l20tbhq-wpengine.netdna-ssl.com · rpz rpz-24+00 -22+00 -20+00 -18+00 -16+00 -14+00 -12+00 -10+00 -8+00 -6+00 -4+00 -2+00 0+00 2+00 4+00 0 20 40 60 30 50 70

-6+00 -4+00 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+00 54+00 56+00 58+00 60+00 62+00 64+00 66+00 68+00 70+00 72+00 74+00 76+00 78+00 80+00 82+00 84+00 86+00 88+00 90+00 92+00 94+00 96+00

20

30

20

30

RUNWAY 8 END

RUNWAY 8 RSA

RUNWAY 26 RSA

RUNWAY 26 END

5' LINE-OF-SIGHT LINE5' LINE-OF-SIGHT LINE

5' LINE-OF-SIGHT LINE

88+00 90+00 92+00 94+00 96+00 98+00 100+00 102+00 104+00 106+00 108+00 110+00 112+00 114+00 116+00

0

20

40

60

30

50

70

10

-10

80

90

100

P

L

AIRPORT PROPERTY LINE

RUNWAY CENTERLINE

IP

T

O

F

A

TOFA

P

L

P

L

P

L

P

L

PL

P

L

P

L

P

L

PL

RSA RSA RSA RSA

RSA RSA RSA RSA

BRL

OFA OFA

OFA OFA

OFA OFA OFA OFA OFA

OFA OFA OFA OFA OFA

OF

A

El. 22'

El. 20'

El. 17'

El. 17'

El. 16'

TW

Y B

OFZ OFZ

OFZ OFZ

RSA 600'

OFA 1000'

OFA 240'

El. 23'

THRESHOLD

LIGHTS

MALSF (TYP.)

WIND CONE AND

SEGMENTED CIRCLE

JAWS AND WIND SENSOR SITE

2

8

,3

0

0

s

.f.

OFZ 200'

M

E

N

D

E

N

H

A

L

L

R

I

V

E

R

RP

ZR

PZ

RP

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

RP

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

T

O

F

A

P

L

P

L

P

L

P

L

P

L

P

L

P

L

P

L

P

L

P

L

P

L

P

L

RSA RSA RSA RSA

RSA RSA RSA RSA

BRL

OFA OFA OFA OFA OFA

OFA OFA OFA OFA OFA

OF

AO

FA

OF

A

TW

Y G

OFZ OFZ

OFZ OFZ

RSA 600'

OFA 1000'

REIL

MALS (TYP.)

JAWS AND WIND SENSOR SITE

OFZ 200'

THRESHOLD

LIGHTS

REIL

RP

ZR

PZ

RP

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

RP

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

R

P

Z

-24+00 -22+00 -20+00 -18+00 -16+00 -14+00 -12+00 -10+00 -8+00 -6+00 -4+00 -2+00 0+00 2+00 4+00

0

20

40

60

30

50

70

10

-10

80

90

100

EXISTING GROUND

RUNWAY CENTERLINE

P

L

AIRPORT PROPERTY LINE

RUNWAY CENTERLINE

THE PREPARATION OF THIS AIRPORT LAYOUT PLAN (ALP) WAS FINANCED IN

PART THROUGH A PLANNING GRANT FROM THE FEDERAL AVIATION

ADMINISTRATION (FAA) AS PROVIDED UNDER SECTION 505 OF THE AIRPORT

AND AIRWAY IMPROVEMENT ACT OF 1982. THE CONTENTS DO NOT

NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICIES OF THE FAA.

ACCEPTANCE OF THIS ALP 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 IMPLY THAT THE

PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE IN

ACCORDANCE WITH APPROPRIATE PUBLIC LAWS.

RUNWAY 8 - 34:1 INNER APPROACH SURFACE OBSTRUCTIONS

#

- NONE

DESCRIPTION

-

SURVEY

DATE

-

GROUND

ELEV.

-

OBJECT

ELEV.

-

SURFACE

-

SURFACE

ELEV.

-

PNTR.

-

CORRECTIVE ACTION

RUNWAY 26 - 34:1 INNER APPROACH SURFACE OBSTRUCTIONS

#

- NONE

DESCRIPTION

-

SURVEY

DATE

-

GROUND

ELEV.

-

OBJECT

ELEV.

-

SURFACE

-

SURFACE

ELEV.

-

PNTR.

-

CORRECTIVE ACTION

NOTES

1. ELEVATION IN FEET ABOVE MEAN SEA LEVEL (MSL) AT TOP OF OBJECT.

2. TO CONVERT FROM NAVD88 HEIGHT TO MEAN LOWER LOW WATER (MLLW) ADD 3.72'

TO THE NAVD88 HEIGHT. FOR EXAMPLE, JNUC AS LISTED IN THE SURVEY CONTROL

SHEET HAS A MLLW ELEVATION OF 25.23' AND A NAVD88 HEIGHT OF 21.51'.

N

JUNEAU INTERNATIONAL AIRPORT

AIRPORT MASTER PLAN

# REVISION COMPANY DATE

1111 3rd AVENUE, SUITE 1600

SEATTLE, WA 98101

PHONE: 206-438-2700

SHEET NUMBER:

AIP NUMBER:

DATE:SCALE:

BY

JN

U - S

he

et 0

5 (In

ne

r A

pp

ro

ach

S

urfa

ce

- 8

-2

6).d

wg

DECEMBER 2017

DESIGNED BY:

PROJECT MANAGER:

CHECKED BY:

DRAFTED BY:

3-16-0133-059-2013

J U N E A U

ASN:

2017-AAL-190-NRA

INNER APPROACH SURFACE

RUNWAY 8-26

VARIES

5 OF 11JJY

RLO

RLO

JJY

3

4

:1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

3

4

:1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

3

4

:1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

3

4

:1

A

P

P

R

O

A

C

H

S

U

R

F

A

C

E

DECLARED DISTANCES

TORARUNWAY

8

26

8,857'

TODA

8,857'

ASDA

8,457'

LDA

8,457'

8,857' 8,857' 8,457' 8,457'

PROFILE VIEW

PLAN VIEW

AutoCAD SHX Text
STA 89+77 END RUNWAY ELEV= 23.4'
AutoCAD SHX Text
STA 91+77 END APPROACH ELEV= 23.4'
AutoCAD SHX Text
STA 95+77 END RSA ELEV= 22.5'
AutoCAD SHX Text
EXISTING 34:1 APPROACH SURFACE
AutoCAD SHX Text
STA 97+64 MALSR BLDG ELEV= 31.4'
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
12652
AutoCAD SHX Text
4x4post
AutoCAD SHX Text
18.42
AutoCAD SHX Text
STA 1+20 BEGIN EXISTING RUNWAY ELEV= 25.0'
AutoCAD SHX Text
STA -0+80 BEGIN APPROACH RPZ ELEV= 25.0'
AutoCAD SHX Text
34:1 APPROACH SURFACE
AutoCAD SHX Text
STA -4+80 BEGIN RSA ELEV= 23.5'
AutoCAD SHX Text
STA -5+16 ACCESS ROAD +10'
AutoCAD SHX Text
STA -5+70 EVAR ROAD +10'
AutoCAD SHX Text
MENDENHALL RIVER
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL SCALE IN FEET
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
200
AutoCAD SHX Text
MAGNETIC
AutoCAD SHX Text
MAGNETIC: 19°41' E ± 0°26'FEB 2016 ANNUAL CHANGE: 0°17' W
AutoCAD SHX Text
INTERNATIONAL AIRPORT
AutoCAD SHX Text
ALASKA'S CAPITAL CITY
AutoCAD SHX Text
0
AutoCAD SHX Text
VERTICAL SCALE IN FEET
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
HORIZONTAL SCALE IN FEET
AutoCAD SHX Text
300
AutoCAD SHX Text
300
AutoCAD SHX Text
600
AutoCAD SHX Text
0
AutoCAD SHX Text
VERTICAL SCALE IN FEET
AutoCAD SHX Text
30
AutoCAD SHX Text
30
AutoCAD SHX Text
60