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I I I I I I

"I I Selected Airport Plans

I

I I I

CHAPTER 6 SELECTED AIRPORT PLANS

I I I I I I I I I I I I I I I

6.1 INTRODUCTION

A set of airport layout plans is prepared to graphically depict the proposed improvements for the Page Municipal Airport. These drawings, commonly referred to as the Airport Layout Plan (ALP) set, provide the physical details of the long-term development plan. Chapter 9, Implementation, identifies the phasing of this development. Projects eligible to receive federal funding under the Airport Improvement Program (ALP) must be shown on an approved Airport Layout Plan in order to qualify for assistance.

The primary drawing of the Plan set is the Airport Layout Plan (ALP) sheet, which is the overall development plan for the airport, showing both existing and proposed facilities. Other drawings in the set show existing and future airport conditions in terms of airspace, land use, and property ownership.

The ALP set is an important tool for airport development. All ALP set drawings should be reviewed and revised, as appropriate, upon completion of airport improvement projects. Each ALP set submitted for FAA review should include a completed ALP checklist. A reduced version of the ALP set is included at the end of this chapter. Drawings developed in the ALP set for Page Municipal Airport include the following:

• Title Sheet and Index • Airport Layout Plan • TerminalArea Plan • Airspace Plan/Part 77 • Approach Plan and Profiles • On-Airport Land Use Plan • Off-Airport Land Use Plan/Noise Contour Map • Airport Property Map

A brief description of the purpose of each drawing follows.

6.2 TITLE SHEET A N D INDEX

The Title Sheet and Index serve as an introduction to the ALP set of drawings. This sheet outlines the title and exhibit number of each drawing within the set.

6.3 A I R P O R T L A Y O U T PLAN

Page's Airport Layout Plan reflects all projects recommended in the Master Plan Update through the year 2020 to include Runway 15-33 and parallel taxiway extension, Heliport with adjacent helicopter parking development, additional hangar development, apron expansion, construction of private hangar access road and auto parking expansion.

Chapter 6 - Page 1 of 4

I

Page Municipal Airport Master Plan Update

The ALP is incomplete without several other required pieces of information related to the drawings. The Airport Data Table, Runway Data Table, All-Weather Wind Rose, and the Legend are all included on the ALP. Much of this data is illustrated directly on the drawing. This information is given for the existing and future conditions.

The Airport Data Table includes information related to the airport overall such as airport elevation, airport reference point (ARP) coordinates, mean maximum daily temperature, and airport reference code. The airport reference code (ARC) is defined in FAA AC 150/5300-13, Airport Design, as a coding system used to relate airport design criteria to the operational and physical characteristics of the airplanes intended to use the airport. The designation "B-Ir' indicates that aircraft using Page Municipal Airport are in Approach Category B, and Airplane Design Group II. Approach Category relates to aircraft approach speed, and Design Group relates to aircraft wingspan.

The Runway Data Table presents the information for each runway such as runway end elevations, approach category, aircraft design group, runway dimensions, runway surface and pavement strength, runway instrumentation, runway lighting and marking, approach aids, and runway safety area dimensions.

The all-weather wind rose, also shown on the ALP sheet, covers wind conditions under all weather conditions. The all-weather wind rose indicates by compass sector the frequencies at which winds in a given velocity range occur. Runway orientation is superimposed on the wind rose and the percentage of wind coverage for the all-weather condition is provided. For Page, wind coverage for each runway is in excess of 97 percent at 12 mph for Runway 15-33 and 99 percent on Runway 07-25.

A vicinity map and location map are also shown on the ALP sheet. The location map shows the general geographic location of Page and the Page Municipal Airport relative to other cities and towns in the State of Arizona. The vicinity map shows the location of the airport in relation to the City of Page.

6.4 TERMINAL AREA PLAN

The Terminal Area Plan represents a large-scale plan view of facilities such as the terminal building, aircraft apron, and parking. This plan serves to provide additional detail on the terminal area beyond that included on the ALP sheet.

6.5 AIRSPACE PLAN

Ideally, airports should be located so that the surrounding airspace is free and clear of obstructions that could be hazardous to aircraft. It is necessary to keep the surrounding airspace free from obstacles by preventing, where possible, the development and growth of obstructions that could interfere with the navigation of aircraft.

The regulations for the protection of airspace in the vicinity of airports are established by the definition of a set of "imaginary surfaces" penetration of which is an obstruction affecting navigable airspace. The geometry of these imaginary surfaces is governed by the regulations set forth in Federal Aviation Regulations (FAR) Part 77, Objects Affecting Navigable Airspace.

The Airspace Plan depicts the airspace for Page Municipal Airport, showing imaginary surfaces described in FAR Part 77. It is important to illustrate the airspace for the ultimate airport

Chapter 6- Page2 of 4

I I

Page Municipal Airport Master Plan Update

development condition in order to prevent introduction of obstructions that would inhibit

I I I I I I I I I I I I I I I I

realization of the plan.

The principal imaginary surfaces shown in the airspace plan are:

• Primary Surface • Approach Surface • Horizontal Surface • Transitional Surface • Conical Surface

6.5.1 Primary Surface

The primary surface is a surface longitudinally centered on a runway. When the runway has a prepared hard surface, the primary surface extends 200 feet beyond each end of the runway. Existing and future primary Runway 15-33 is a runway with a non-precision approach and a primary surface width of 500 feet. Crosswind Runway 7-25 is a visual runway serving small aircraft with a primary surface of 250 feet.

6.5.2 Approach Surface

The approach surface is a surface longitudinally centered on the extended runway centerline, which extends outward and upward from each end of the primary surface. Approach slope and dimensions are determined for each runway end based on the type of approach.

Runway 15-33, is categorized as a non-precision runway and requires a 34:1 approach slope out a horizontal length of 10,000 feet. The approach surface measures 500 feet at the inner edge, where it matches the primary surface for this runway. Runway 7-25 is a visual runway with a 20:1 approach slope out with a horizontal length of 5,000 feet. The approach surface measures 250 feet at the inner edge, where it matches the primary surface for this runway.

6.5.3 Horizontal Surface

The horizontal surface is a horizontal plane 150 feet above the established airport elevation. At the Page Municipal Airport, the future elevation is approximately 4,319 feet MSL so the horizontal surface is at an elevation of 4,469 feet. The plan dimensions of the horizontal surface are set forth by arcs of specified dimensions from the end of the primary surface for each runway. A tangent line connects the arcs. These arcs correspond with the approach surface length described earlier.

6.5.4 Transitional Surface

The transitional surface is an inclined plane with a slope of 7:1 extending upward and outward from the primary and approach surfaces, terminating at the point where they intersect with the horizontal surface or any other surface where more critical restrictions are intercepted.

6.5.5 Conical Surface

The conical surface is an inclined plane extending upward and outward from the outer boundary of the horizontal surface at a slope of 20:1 for a horizontal distance of 4,000 feet. The top of the

Chapter 6- Page 3 of 4

I

Page Municipal Airport Master Plan Update

conical surface is at a height of 350 feet above the airport elevation, which is 4,669 feet for Page Municipal.

6.6 APPROACH PLAN AND PROFILES

The Approach Plan and Profiles Drawing provides a detailed look at the physical features near each runway's extended centerline including topography, roads, obstructions and incompatible objects in these critical areas. A table on each runway's plan and profile drawing summarizes the existing obstructions to the airspace and their disposition. For Page, the primary concern is the roadway and fence in the approach to Runway 33 end and a dirt road in approach to Runway 07 end.

6.7 ON-AIRPORT LAND USE PLAN

The On-Airport Land Use Plan prepared for Page reflects recommended land uses in support of the preferred development plan. Land uses, as described later in Chapter 8, include airfield operations area; aviation support, helicopter operations area; terminal area, FBO, and support facilities; corporate and private GA, government, and aviation reserve.

6.8 OFF-AIRPORT LAND USE PLAN AND NOISE CONTOUR MAP

The Off-Airport Land Use Plan/Noise Contour Maps illustrate the boundaries of the airport property, the adjacent land owners, designated off-airport land use as designated by the controlling jurisdiction, and noise contours for the base year (1998) and end of the planning period (2020). Noise contours presented include the 55, 60, 65, and 75 DNL contours. Chapter 8, Land Use Analysis, presents the details of the 1998 and 2020 drawings.

6.9 AIRPORT PROPERTY MAP

The Airport Property Map is the last drawing of the ALP set. This drawing is provided to show details on how the various parcels of land within the boundaries of the airport were acquired. All of the documents recording the land acquisitions are described in a table as well as the type of instrument used to acquire the property. The Property Map also reflects future acquisitions, easements, and/ or use agreements. For Page, land acquisition is not required during the planning period.

Chapter 6 - Page4 of 4

I I i I I I I I i I I I |

I I I I I I

P A G E M U N I C I P A L A I R P O R T PAGE, ARIZ ONA

A I R P O R T M A S T E R P L A N U P D A T E AIRPORT L A Y O U T P L A N S

AIP N U M B E R : 0 -00 -000-00000

SHEET INDEX

NO.

1

2

3

4

5

6

7

8

9

I0

DESCRIPTION

COVER SHEET

AIRPORT LAYOUT PLAN

TERMINAL AREA PLAN

PART 77 AIRSPACE PLAN

RUNWAY 15-33 APPROACH PLAN AND PROFILE

RUNWAY ?-25 APPROACH PLAN AND PROFILE

ON - AIRPORT LAND USE PLAN

OFF - AIRPORT LAND USE/1998 NOISE MAP

OFF - AIRPORT LAND USE/2020 NOISE MAP

AIRPORT PROPERTY MAP

A T H 1

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FAA/ADOT AERONALmCS STATEMENT

THE PREPARATION OF THESE DOCUMENTS WAS FINANCED IN I i

PART THROUGH A PLANNING GRANT FROM ADOT AERORALqlCS.

1 THE CONTENTS OF THIS PLAN DO NOT NECESSARILY REFLECT THE OFRC[AL VIEWs OR POUCY OF ADOT AERONAUffCS DIVISION OR THE FAA. ACCEPTANCE OF THIS DOCUMENT BY ADOT AN0 THE FAA DOES NOT IN ANY WAY CONSTll~ A COMMrff~ENT ON THE PART OF THE STATE OF ARIZONA OR THE UNITED STATES TO PARTICIPATE IN ANY DEVELOPMENT DEPICTED HERBN NOR DOES iT INDICATE THAT THE PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE IN ACCORDANCE WFrd APPROPRIATE PUBLIC LAWS.

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RUNWAy I~RI~NC~D IjAIHIS Rt~N'WAY ~ ~ R E R ~ (REIL) I PAR l . . . . , , , - V/,S! " " RUNWAY ~ : FENClN~ I ~ P C ~ I C CONIOURS - - 7 5 0 ~

, G%lll~Itl@ RESTRIC~I UNE (8~RL) oe~cT mEE ~ (OF^) RUNWAY SAFelY ~RF.A (RSA) OBST~CU~ roBE ZONe (OFZ) RUNWAY ~ISIBtL'nY ZONE

AW;AI~N E ~ 9 ~ r i / t l / i / I / ; ' ; RmIRFJULII~E O~J.OPMI~iI 1 I to ~ ,,,s,~,oN~ , . ~

A I R P O R T B U I L D I N G S / F A C I L I T I E S

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RRE ~rAi]O N FUEL STORAGE NA'ilONAL PARK S~'V1CE It~C-,IR E L E ~ BUILDING

, ( ~ T-HANCARS

TERMINAL EIUILI~NG

PRIVAI~ t~JP/~ NEW Hf:UP#OS o : @@ .. . . . . . . . . . .

G E N E R A L N O T E S

I. NOR/~ MIERLCAN DA'ffJM (RAD 83) USED FOR ALL LAT/LONG IOE~IRC~nONS.

2, )*HE BUILDING RES[RIC00N UNE (8RL~ IS E'~IN]USHED ~ E O ON pART 77 CLE~CE /'OR A 25-FT HIGH OBJECT. T#~(WA¥ OFA* RUNWAY ',qSIBIL'iiY ZONE. /,NO APRON EDGE.

3. ~HERE /~g NO O~ PENEIRA~ONS.

S l a n i e c

Stan tec C o n s u ~ n g Inc.

8211 South 4Bth Street Phoenix AZ U.S.A. 85044 Tel. 602,438.2200 Fox, 602.431.9562 vr~w.stontec.com

1. E~,SER PLAN AND ALP UPDATE RC AM 00.04.15 RS--"T~ ~ - By Appd. Date

File Name: Paq-termplan.dwg RC AM 0"0.04.15

T ~

Dwn. Dsgn. Dsgn.

TERMINAL AREA PLAN PAGE MUNICIPAL AIRPORT PAGE, ARIZONA

Date

81430008 : : I ~ o ~ Dlawil~ No. ~ l~vision

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O B S T R U C ' r ' I O N T ~ L E 0eJECT I"oP Q.EVAIION SURF~ p~EI~11O~ IxoROSmON

(22s' MSt. ~ePROAOR o.tA~ 39.5' fl/A FI~CE ~27: M ~ APPROACH |,7') TO BE ~£LOCAI~O RO~O 4~Z2' ~ ~ ¢ ~ J ~ T*" m BE ~LOORlrE~ FENCE 42,10' M~ APPRO~J~ CLEARS 58.6' N/A RO~O 424~' U~L APIm~H CLEARS 59.(' WA

IXRl" ROA0 4243" ~ ~PPRO~OR ~ 3.4' N/A 4257' 1,15L APPROACH ~ 11.1' N,/A

NOTE: SE]E SHEET 5 FOR 06~'TRUCTION~3 1-3 SHED" 6 gOR O~C110NS 4--8.

~IE'I;~,1ES FUTURE ~MARf S U ~ ~P~O~AIES Rli~JRE ~ROaoR SU~RFACE

~ y ~

G E N E R A L N O T E S

I. ltRP~N OATA RO~ OUA9 UAPS U ~

2, 0ET~I.S OF CROURO CS~UHE ~ 0 0 ~ C l l O N EL~ATIORS

.~YFIO~CH PLAN AND PRORLE DRAWINGS ($HEE"I'~ 5 AND 6).

Stantec Co~sul~ng Inc, 8211 South 48th Street Phoenix AZ. U.S.A. 85044 Tel. 602.438.2200 Fax. 602.431.9562 www,st~ntec,com

ALP UPDATE RC AM 00.05.31 By Appd. Date

space.dwg RC AM 00.05.31 Dwn. Dsgn. Dsgn. DaLe

3E PLAN UNICIPAL AIRPORT RIZONA

I"~oRO' ~ l ~ l I l I i I I

SI~ Revls~

4 o ( 1 0 1

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4360'

4320'

4280'

4240'

4200'

4180'

4140'

4100'

~'LL~'~? .~4:, ,~o,~_~R~o,s~o ~ - - " . . . . . . . . . . . . . . '~oAo~ ~u~F~o~

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LEGEND I:~T^ ~ EXI~gNO (E)

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RUNWAY THRE~OLO LIGH~ m RUNWAY E~O II~'tTIRF~I ~ (1~,.) • • P/~PI • • •= w ~. RUNWAY UGHI~

FE~Clr~

T O ~ l C CONTOURS -750 " - - " BUIL~N~ RE~I1Rf~'~ON U'NE (BRL) - - ~ L -

RUNWAY &aF~W ~ (~=A)

pART 77 p~MARY SURFACE PARr 7/ APPRO~C~ SURFACE SECTION CORI~gRS ,~, ^gc~noN E ~

~bIURF/ULTI~A~ O~ag~T

GENERAL NOTES

i. e~ ~xp/~o i ~ ~T^ FRO~ FR~S ~PORT LAYOUT PLAN (1993), ~RP~ ~ PLM~ (1990), ~D U.S. GEOLOGICAL SURVEf (1985), ~1416H ~ THE BEST INFOf~IKROfl AVE AT

I~'e-ORf, g.TIOH PRO~D~ B'r CnY OF S/eTOP, D.

2, oesiRucno~ DATA F~ THE hl~ORT ~ RECOR0. FM FO~U~ ~=olo. ,~I~IUARI' 1. 1998 (~ r INFORMATION AV/QI..~BL~ AT 111,M~.

3. THE BL'~LOING RE~!TION UNE (SRO ~ E~'TABLE~) ~ ON PART 77 CLEAR/~C~ F'~ ^ 20-FT HiGH 0B,IEBE, TAXIWAY OF& Ri~NWAY ~'IS(BILRY ZONF.., ~N0 #PRON EOC~

4. GROUND Ci~q~RUNE ANO OBb-~I.!C~N ELEVA]]Ot~3 ~STIMATED BASED ON AV~LE DATA PRODDED BY THE ~OURCES NOIE~ ABOVE.

1800' 1600' 1400' 1200' 1000' 800' 600 ' 400 ' 200' O'

--(E) RUNWAY END ELEVATION 4309.9' - - (F) RUNWAY END ELEVATION 4518.8'

RUNWAY END ELEVATION 4 2 4 2 . 8 ' / I " - - / E~ 34-:' ~N~ i ~ R @ ACH suRF~ }E . . . .

C @ I(E ) 34-~ ~O~-ggEC~S P . . . . . . .

RUNWAY 55 . . _ _ _ ~ 1- 7 7 7 - % , EXISTING GROUND - - - - - - - -______

RUNWAY 15 ~---- ~ /--AT CENTERLINE

HORIZONTAL SCALE

0 2co" ~ ' 40¢ 1 : 2 0 0 ~

VERTICAL SCALE

-,,,,

O' 200' 400 ' 600 ' 800 ' t000' 1200' 1400' 1600' 1800' 2000' 2200'

OBJECt R0. OBJECT I FENCE 2 FiB'ICE 3 ROAD

4400'

4360'

4320'

4280'

4240'

4200'

4180'

4140' 2400'

OBSTRUCTION TABLE TOP EIEVAIION SURFACE PEH~,A~,O N OISPOS fi]ON

4229' MSL APPROACH ~ 39.5' N/^ 4322' MSL APPROACH 1,T" ]rO BE RELOCATE0 4322' M~. ,~PPROACH 7 " TO BE RELOCATED

• pENL'mATES ~ruRE pPJ~Y ~CE • "FE;'IORATES FUPJRE ~PPROACH SUR~

Star t | a t

Stan te¢ Consu~ng Inc .

82 |1 South 48th St reet Phoenix AZ U.S.A. 65044 Tel. 602 .438 .2200 Fax. 602 .431 .9562 wvt*.stQntec.cora

MASTER pLAN AND ALP UPDATE RC WR 00.05.31

evisi0fl By Appd. Dote

ie Nome: Fqg-appt 5-33.dwg RC ,~ 00 .06 .2 | Dwn. Dsqn, Ds9n. Date

RUNWAY 15-33 APPROACH PLAN AND PROFILE PAGE MUNICIPAL AIRPORT PAGE, ARIZONA

~ec t No. Scale

81430008

~ Dra~n 9 No. Sheet Re~

Pl 5 ~ lo 1

I I I I I I I I i I I I |

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RPZ (E) 20:1 VISUAL APPROACH-- X 250' X 450' X 1000' X

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RPZ (F) , h - - ~ 20:1 VISUAL A P P R O A C H I d 250' X 4-50' X 1000'

424 o .~.~--.-----.~

4400'

4360'

4520'

4280'

4240'

4200'

4]80'

4]40' !

4100'

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2000' 1800' 1600' 1400' 1200' 1000' 800' 600' 400' 200'

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RUNWAY END ELEVATION 4240 '

RUNWAY END ELEVATION 4243'

- - DISPLACED THRESHOLD END 4242'

R U N W A Y 7 R U N W A Y 2 5

HORIZONTAL SCALE

1 L . • S ~

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EXISTNG GR<)UND / ' - - A T C--N TERLI"4E

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4400'

4360'

4520'

4280'

4240'

4200'

4180 '

4140'

4100'

VERI1CAL SCALE

o 4o" eo" so'

O' 200' 400' 600' 800' 1000' 1200' t400' 1600' 1800' 2000'

LEGEND OATA E1.EICEI'tT5 £Je~"TING (E) FU~IR~ (F)

~RPOer ~ U~E BUrU~C8 RUI't'WAy ' iHI~OLO LIGHT~ • RUNWAY ~0 ID~F1ER UGHT$ (RBL) •

v.e ~• SUN~^Y ~

IOPOGR~H~C CONTOURS 75O'---"- wmo(No eESmlC.O~ UNE (BRL) - - eRL

PART 77 PPJMARY SURFACE P;~I" 77 APPROA(~ SURFAC~

^~AItON ~EUe~ / / / / / / / / / / , FUIX ,~Ln~1~ OEVELO~ENT

GENEF~J~L NOTES

1, ~A~ ~ /~0 TERRAIN DATA FROM PREVIOUS /¢RFORT LAYOUT pLAN (1993), .NRPONT W, ST~ PlAN (1990), ~0 U.& CEOLO~CAL SURVEY (1985). WloN WERE 1HE 8~ST ~IFCe~I~H AV~ASU~ AT hUE ~ ~RO~H PLAN ~ PRORL£ P~P~R~ON.

2. O~'n~JCllOfl DATA PROM THE .flRPOf~t MA.RTE~ RECORD, FA~ FORM 5eto, J~u~Y I , t998 (eEST ZlFON~TZO~ A',~I.,IaU~ AT ~E').

3. TH~ 8t~LDING RESTRICTION LINE (~L) IS EST.~USUI~ BASEl) ON P~ 77 CU~PJ~NC~ ~ A 20-FT ~ O~JECT. TAXI~AY O~'A. RUh'W^y "/I$181Lr£f ZONE, AND ~ [DC~

4. (;'RSUNO C6'n~RL~E AND OBSTRUCnoN £LEVA'noNs ES'nI,~EI) ON AVALABL£ OA~A PRO~DEO ~ TH£ SOURCES NO~ ABOW

OESTP.UCT ION TABLE OSJEC~ fOP &EV^~ON SURCAC£ pBI~RA~ON CqSPOS~ON ~CE ¢Z40' M~ I /epRCV~4 I C t t~S 58.6' N /^

4241' MSL ;~PpRoACH CLF~S 59.4' N/A DIRT R0~) 42445' MSL APPROACH 6,4' CEEARS ~ D I~PL~ IHRESHOLD DIF~T ROAD 4243" MS&. I /~F'ROACH I CLEARS 3.4' N/A

Iq[HCE 4237' ~51 . APPROACH C~$ I t .1 ' N/A

; tantec Consu l t i ng Inc.

211 South 48 th Street 'hoenix AZ U,S~,% 5044 !L 502 ,438 .2200 3x. 602,4,31.9562 ww.sbntec.com

RC WR 00.05.31 By Appd. Date

RC RC 00.05.31 Dwn. Dsgn. Dsgn. Dote

bACH PLAN AND PROFILE PORT

10

ReP'S, ca

1

I LAND USE TABLE L/.NE U~ KEY

A v u . l ' , , o v , s u ~ o R I ~, ~ ' , : . ~ , • . • , " . * , ÷

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IERaIN~L /,R F~.

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i 250' X 450' X 1000'

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~>( 34:1 NOT LOWER THAN ONE MILE > ~i', / ~'( ~" "," ~ ' 1000' X 500' X 700'

~'<^>: '¢ >/ < ~," NON-PRECISION RPZ (F) i NON-PRECISION RPZ (E/P) ," 0~ 2" ~'- ,'" "^" i 3,4:1 NOT LOWER THAN ONE MILE

34:1 NOT LOWER THAN ONE MIL I,~,~ ",/ ~ "'< / - - 1000' X 500' X 700' 1000' X 500' X 700'--"~ ~ /

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I i ° 20:1 VISUAL APPROACH TeL 602.¢38.2200

I 250' X 450' X 1000' Fox. 602.431,9562 www.st~ntec.com

, i S t a n l e ¢ EXISTING; RPZ 20:1 VISUAL APPR(')A 250' X 450' X 1000'

~JRPORT PROpERtY U~E ~JRPORr ROT̂~NG BEACOX BUILC~NCS SEGWB~E:O QRCLE RUNWAY n~RESX0LD RUNWAY i3NO [O~NgRE~ UGh'~3 (RQL) V~ RUNWAY UGHTS F~NC BU(LI~NG RZSI'RIClION UNE (BRL) RUNWAY S . ~ ~EA (R~)

LEGEND Ex~nNc (~3

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ON AIRPORT LANDUSE PLAN PAGE MUNICIPAL AIRPORT

PAGE, ARIZONA

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NOTE: PROf~TTI'Y AGGUEIIT[ON DATA COLLECgON IN PRO~RES~

L E G E N D IBATA (LI~II]}II'~ EXISllNO (E) AIRPORT PROFER1Y L~E I p L A!~PORI" I ~ C E POWT NNPOfT[ IRO rAllN¢ BUILDINGS3

WINO SOCK RUNWAY THRESHOLO UCHTS RUNWAY Eh'O II~'(11FER LIGHTS (N~.) p ~ . . . .

VAS~ RUNWAY UGHI~ F15NCING TOPOGRAPHIC COhn'O~IRS - , - - ?_~:'~ --~ BUILI~NO RESI1RICTION ~ E (IBRL)

RUNWAY .~ARETY AREA (~ ) P'~ ~ FRE ZONE (0f'Z) - - - - ~ ' - -

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2- HorEz~ot Oatum NAD 83

3. Property dot~ ¢~lecUon is in prog~.

~ n ~ ~ s u ~ Inc. 8211 South 48th Street

Phoenix ~ U.S.~ 85044 TeL 602.438.2200 Fax. 602.431.9552 ~w.stentec.¢om

RC ~ 00.03.10

N AND ~ UPDAE AM WR 99,09.17 By ~ p d . Date

I-propmap.dw 9 - ~ AM 00.05.31 Dwn. Dsgn. Dsgm Dote

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