and 7-25 [7l-25r] runways 8-26 [8r-26l] approach … ·  · 2013-02-04s u f a c e 4 0 1) (5 0: 1)...

1
CITY AND COUNTY OF DENVER ANNEXATION LIMIT CITY AND COUNTY OF DENVER ANNEXATION LIMIT EXATION LIMIT CITY AND COUNTY OF DENVER ANNEXATION LMIT ADAMS COUNTY ADAMS COUNTY AIRPORT PROPERTY LINE AIRPORT PROPERTY LINE 8 26 17R 17L 34R 8R 26L 16R 15 17C 18 8L 26R 26R 2,000' x 150') NWAY 18-36 (12,000' x 150') FUTURE RUNWAY 16R-34L (12,000' x 150') FUTURE RUNWAY 15-33 (12,000' x 150') 5300 ELEVATION 5400 5500 5600 5700 5800 5900 6000 6100 6200 6300 6400 6500 5200 6600 0 5000 10000 DISTANCE FROM RUNWAY END (FEET) 15000 20000 25000 30000 35000 40000 45000 50000 5100 5000 5300 ELEVATION 5400 5500 5600 5700 5800 5900 6000 6100 6200 6300 6400 6500 5200 6600 0 5000 10000 DISTANCE FROM RUNWAY END (FEET) 15000 20000 25000 30000 35000 40000 45000 50000 5100 5000 R U N W A Y 7 - 2 5 [ F U T U R E 7 L - 2 5 R ] ( 5 0 : 1 ) A P PRO A C H S U RF A C E (4 0 :1 ) ( 5 0 : 1 ) A P PRO A C H S U RF A C E (4 0 :1 ) RUNWAY 25R END EL. 5355.05 RUNWAY 7L END EL. 5350.26 COMPOSITE PROFILE COMPOSITE PROFILE EXTENDED CENTERLINE PROFILE EXTENDED CENTERLINE PROFILE SEE INSET (B) CITY AND COUNTY OF DENVER ANNEXATION LIMIT CITY AND COUNTY OF DENVER ANNEXATION LIMIT AIRPORT PROPERTY LINE AIRPORT PROPERTY LINE ADAMS COUNTY ADAMS COUNTY DENVER ANNEXATION LIMIT / AIRPORT PROPERTY LINE H AR VE ST MILE RD 68TH AVE FAS TR AC KS R AIL ALIGNMENT FAS TR AC KS R AIL ALIGNMENT P IC AD IL LY RD 74TH AVE LANDSIDE A UTOMATED PEOPLE MOVER J ACK SON GA P ST. LANDSIDE A UTOMATED PEOPLE MOVER 35L 35R 7 25 34L 34R 7L 25R 34C 33 34L 35C 36 25L 7R FUTURE RUNWAY 7R-25L (12,000' x 150') FUTURE RUNWAY 17C-35C (12,000' x 150') FUTURE RUNWAY 18-36 (12,000' x 150') SEE INSET (A) 33 34L 34C 34R 35L 35C 35R 36 25R 25L 26L 26R 7L 7R 8R 8L 15 16R 16C 16L 17R 17C 17L 18 5300 ELEVATION 5400 5500 5600 5700 5800 5900 6000 6100 6200 6300 6400 6500 5200 6600 0 5000 10000 DISTANCE FROM RUNWAY END (FEET) 15000 20000 25000 30000 35000 40000 45000 50000 5100 5000 5300 ELEVATION 5400 5500 5600 5700 5800 5900 6000 6100 6200 6300 6400 6500 5200 6600 0 5000 10000 DISTANCE FROM RUNWAY END (FEET) 15000 20000 25000 30000 35000 40000 45000 50000 5100 5000 R U N W A Y 8 - 2 6 [ F U T U R E 8 R - 2 6 L ] ( 5 0 : 1 ) A P PRO A C H S U RF A C E (4 0 :1 ) ( 5 0 : 1 ) A P PRO A C H S U RF A C E (4 0 :1 ) RUNWAY 8R END EL. 5354.31 RUNWAY 26L END EL. 5294.37 COMPOSITE PROFILE COMPOSITE PROFILE EXTENDED CENTERLINE PROFILE EXTENDED CENTERLINE PROFILE 4900 4900 3502 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL 3503 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL 3507 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL 3508 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL 3509 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL 3510 LIGHT POLE AIRPORT MAINTENANCE FACILITY 70 FT AGL ELEVATION 5400 5500 A P P R OA C H S U R F A C E ( 50 : 1 ) 5450 5550 5000 5500 6000 6500 DISTANCE FROM RUNWAY END (FEET) 3502 3503 3507 3508 3509 3510 DRAWN BY: DATE: SHEET: XX OF 40 The preparation of this document may have been supported, in part, through the Airport Improvement Program financial assistance from the Federal Aviation Administration (Project Number 3-08-0086-16) as provided under Title 49 U.S.C., Section 47104. 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 or would have justification in accordance with appropriate public laws. PART 77 APPROACH SURFACE (50:1 - 40:1) RUNWAYS 8-26 [8R-26L] AND 7-25 [7L-25R] 13 MBG / DGR Plan View Profile View RUNWAY 8-26 [FUTURE 8R-26L] 3000 1500 0 Plan View 3000 1500 0 300 150 0 3000 1500 0 3000 1500 0 300 150 0 Profile View RUNWAY 7-25 [FUTURE 7L-25R] APR 27, 2011 DGR / MRR GDM/RFV NOV 23, 2010; APR 27, 2011 FEB 18, 1997 DATE RICONDO & ASSOCIATES, INC. REVISED BY MDT/KRS MAY 12, 2008 DIA PLANNING & DEVELOPMENT MBG JUN 21, 2010 RICONDO & ASSOCIATES, INC. NER/DCC JUL 7, 1992; AUG 24, 1990 ISBILL ASSOCIATES, INC. DIA PLANNING & DEVELOPMENT APR 13, 1989 LANDRUM & BROWN Inset (A) 400 200 0 Inset (B) 400 200 0 Geographic Data Runway Key Map MAGNETIC NORTH DECLINATION = 8° 51' E 0° 8' W / YEAR (OCTOBER 7, 2010) TRUE NORTH ALL ELEVATIONS ARE IN NAVD 88 (FEET) GRAPHICAL SCALES ARE IN FEET Notes 1. Significant objects and Part 77 obstructions within 5,200 feet of the runway end are shown on RPZ Plans and Profiles (Sheets 17-22). 2. USGS quad map data provided by Micropath Corporation, December 2006; USGS Digital Raster Graphic Scanned Topographic Maps 1:24,000'; USGS Set 40104:39104. COMPOSITE PROFILE Legend CENTERLINE PROFILE APPROACH SURFACE CONTOURS OBSTRUCTION POINT WITH NUMBER XXXX

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CITY AND COUNTY OF DENVER ANNEXATION LIMIT

CITY AND COUNTY OF DENVER ANNEXATION LIMIT

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The

pre

para

tion o

f this d

ocumen

t ma

y have

bee

n supp

orted, in pa

rt, thro

ugh th

e Airport Im

provement P

rogramfin

ancial a

ssistance from

the F

ederal A

viation A

dm

inistration

(Project N

um

ber 3

-08-00

86-16) as provided underT

itle 49 U

.S.C

., Se

ction 47104. T

he contents d

o not necessarily reflect the official vie

ws or policy of the F

AA

.A

ccepta

nce of th

is report by th

e FA

A doe

s not in any w

ay constitute

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f the United

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tes to

participa

te in an

y deve

lopm

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picted the

rein

nor d

oes it ind

icate that the proposed development is

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ntally accep

table or w

ould

have ju

stification in

accorda

nce with

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PA

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/ YE

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(OC

TO

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No

tes

1.S

ignifica

nt objects a

nd P

art 77 o

bstructions w

ithin

5,2

00 fee

t of the runway end are show

n onR

PZ

Pla

ns and

Pro

files (S

heets 17-22).

2.U

SG

S qu

ad m

ap d

ata provided

by M

icropath C

orp

oration, D

ecembe

r 2006; US

GS

Digital

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ned T

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graphic M

aps 1

:24,00

0'; US

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