Gallup_AWOS_Final_Plans.pdf

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TITLE SHEET

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PROJECT NO.

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REVISIONS

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25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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NMDOT PROJECT NO. GUP-24-03

VICINITY MAP

NO SCALE

GENERAL DESCRIPTION OF PROJECT:

CITY OF GALLUP, NEW MEXICO

GALLUP MUNICIPAL AIRPORT (GUP)

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

0.0 TITLE SHEET

0.1 GENERAL AIRPORT LAYOUT PLAN AND GENERAL NOTES

1.1 CONSTRUCTION SAFETY AND PHASING PLAN DETAILS

JANUARY 2026

INSTALL AWOS III P/T

COMMON TRAFFIC ADVISORY FREQUENCY (CTAF) 122.95

GALLUP, NM

GALLUP MUNICIPAL

AIRPORT (GUP)

2.0 AWOS DEMOLITION PLAN

3.0 AWOS SITE PLAN

4.0 - 4.2 AWOS DETAILS

1.0 CONSTRUCTION SAFETY AND PHASING PLAN

erivera

DRAFT

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X

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X X X

X X

X X X X X

X

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X

X

X

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R -O

FZ

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R -O

FA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R -O

FA

R -O

FZ

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

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X

XX

X

X

X

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X X X

X X

X X X X X

X

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R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R -O

FZ

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R -O

FA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R -O

FA

R -O

FZ

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

EM

U.S. RTE 66

MENDOZA RD

APRON

PARALLEL TAXIWAY A

TAXIWAY A5

TAXIWAY A4 TAXIWAY A3 TAXIWAY A2

TAXIWAY A1

RUNWAY 6-24 (7,315' X 100')

TERMINAL

BUILDING

CONTRACTOR SHALL UTILIZE ACCESS

GATE AT THE LOCATION SHOWN FOR

PROJECT INGRESS/EGRESS. GATE SHALL

BE CLOSED AND LOCKED WHEN NOT IN USE.

FUEL FARM

INSTALL NEW

AWOS III P/T

ELECTRICAL

VAULT

EXISTING

CHAINLINK FENCE

HANGAR

(TYP.)

ROTATING BEACON

CP-2

CP-1

CP-3

CP-170

CP-171

GRAVEL ROAD

EXISTING ASOS

EXISTING ASOS ELECTRICAL

METER AND SHUTOFF

Scale in Feet

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GENERAL LAYOUT

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PROJECT NO.

DRAWN BY

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REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

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25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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RUNWAY 6-24 SAFETY DIMENSIONS

RUNWAY SAFETY AREA (RSA): 7,915.66' X 150'

RUNWAY OBJECT FREE AREA (R-OFA): 7,915.66' X 500'

RUNWAY OBSTACLE FREE ZONE

(R-OFZ): 7,715.66' X 400'

TAXIWAY SAFETY DIMENSIONS

TAXIWAY SAFETY AREA (TSA): 79' WIDE

TAXIWAY OBJECT FREE AREA (T-OFA): 124' WIDE

GENERAL NOTES:

1. THE EXISTING FEATURES SHOWN ON THESE PLANS ARE THOSE NOTED IN THE

FIELD AND THOSE TAKEN FROM RECORD DRAWINGS. THIS DOES NOT GUARANTEE

THAT ALL FEATURES ARE SHOWN ON THE PLANS. THERE WILL BE NO ADDITIONAL

PAYMENT TO THE CONTRACTOR DUE TO VARIATIONS IN SIZE, QUANTITY, OR

LOCATION OF EXISTING FEATURES.

2. EXTREME CAUTION SHALL BE USED WHEN WORKING NEAR EXISTING LIGHT

FIXTURES, UNDERGROUND ELECTRICAL DUCTS, UNDERGROUND ELECTRICAL

CABLE AND ANY OTHER AIRPORT FIXTURES. SHOULD DAMAGE OCCUR TO ANY OF

THESE ITEMS, THEY WILL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S

EXPENSE TO THE SATISFACTION OF THE ENGINEER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY UNDERGROUND

UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTACT NEW MEXICO ONE

CALL AT 1-800-321-2537/ OR 811 A MINIMUM OF 48 HOURS PRIOR TO ANY

CONSTRUCTION ACTIVITIES TO ALLOW ONE CALL SUFFICIENT TIME TO LOCATE

AND MARK ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY THIS PROJECT.

CONTRACTOR SHALL PROVIDE THE ONE CALL REPORT/CASE INFORMATION TO

THE ENGINEER AND AIRPORT PERSONNEL PRIOR TO BEGINNING EXCAVATION.

SHOULD DAMAGE OCCUR TO ANY OF THESE ITEMS, THEY WILL BE REPLACED

IMMEDIATELY AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE

ENGINEER. AIRPORT UTILITIES NOT LOCATED BY ONE CALL SHALL BE LOCATED BY

THE CONTRACTOR AT NO COST TO THE OWNER.

4. ONLY RUBBER-TIRED VEHICLES UNDER 60,000 LBS GVWR WILL BE ALLOWED ON

AIRPORT PAVEMENT SURFACES WITHOUT PRIOR ENGINEER APPROVAL.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION AND SEEDING

OF THE CONTRACTOR'S STAGING AREA, ACCESS, AND HAUL ROADS IF DAMAGE

HAS OCCURRED DUE TO CONSTRUCTION ACTIVITIES. NO DIRECT PAYMENT WILL

BE MADE FOR THESE ITEMS. RETURNING THE AREA TO ORIGINAL OR BETTER

CONDITION. ALL OF THE CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE

REMOVED FROM THE AIR OPERATIONS AREA (AOA) PRIOR TO REOPENING THE

AIRFIELD PAVEMENT. THE AIRPORT MAINTENANCE PERSONNEL SHALL BE

RESPONSIBLE FOR MOWING THE AIRFIELD OUTSIDE THE WORK LIMITS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND MOWING THE

GRASS WITHIN THE WORK LIMITS.

6. WASTE MATERIALS RESULTING FROM THIS PROJECT SHALL BE DISPOSE OF OFF

AIRPORT PROPERTY UNLESS SHOWN OTHERWISE ON THESE PLANS. EXCESS

UNCLASSIFIED EXCAVATION SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND BE DISPOSED OF OFF AIRPORT PROPERTY.

7. THE CONSTRUCTION SAFETY AND PHASING PLAN (CSPP) DRAWINGS DEPICT HAUL

ROUTES FOR ACCESS FROM SURROUNDING PUBLIC ROADWAYS AND HAUL ROUTE

THROUGH THE AIRPORT PERIMETER FENCE. CONTRACTOR ACCESS AND HAULING

OPERATIONS ARE STRICTLY LIMITED TO THE HAUL ROUTES SHOWN. ANY TIME AN

EXISTING AIRFIELD PAVEMENT IS TRAVERSED OR CROSSED, THE CONTRACTOR

SHALL PROVIDE PROTECTION TO THE PAVEMENT EDGES. THE CONTRACTOR IS

REQUIRED TO SWEEP AND MAINTAIN THE PAVEMENT AS DIRECTED BY THE

RESIDENT PROJECT REPRESENTATIVE (RPR).

8. THE CONTRACTOR WILL BE REQUIRED TO REPAIR ANY DAMAGE TO PUBLIC AND

AIRPORT ROADS AND AIRFIELD PAVEMENTS CAUSED BY THE CONTRACTOR'S

TRUCKS AND EQUIPMENT DURING THE CONSTRUCTION OF THE PROJECT.

REPAIRS SHALL BE ADEQUATE TO RETURN THE PAVEMENTS TO A CONDITION

EQUAL TO OR BETTER THAN THE CONDITION PRIOR TO DAMAGE. ALL REPAIR

WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE AIRPORT ENTRANCE

ROAD AND HAUL ROUTES SHALL BE VIDEOED AND PHOTOGRAPHED BY THE

CONTRACTOR IN THE PRESENCE OF THE ENGINEER OR THE RPR PRIOR TO

CONSTRUCTION IN ORDER TO DOCUMENT THEIR EXISTING CONDITION.

9. THE CONTRACTOR SHALL MONITOR COMMON TRAFFIC ADVISORY FREQUENCY

(CTAF) 122.95 AT ALL TIMES DURING CONSTRUCTION AND SHALL RESPOND TO ANY

INSTRUCTIONS FOR AIRPORT PERSONNEL AND/OR THE RPR IMMEDIATELY. THE

CONTRACTOR SHALL PROVIDE THEIR OWN RADIOS CAPABLE OF TRANSMITTING

AND RECEIVING. THE CONTRACTOR MAY UTILIZE TWO-WAY CONSTRUCTION

RADIOS ON THE PROJECT PROVIDED THEY DO NOT INTERFERE WITH EXISTING

AIRPORT AND FAA COMMUNICATION EQUIPMENT AND FREQUENCIES.

10. NO CHANGES TO THE APPROVED SAFETY AND PHASING PLAN WILL BE ALLOWED

WITHOUT PRIOR APPROVAL AND CONCURRENCE FROM THE RPR, AIRPORT, AND

FAA.

11. THE CONTRACTOR SHALL PROVIDE THE AIRPORT WITH THE CONTACT

INFORMATION OF THE SUPERVISOR ON SITE. THE CONTRACTOR'S PROJECT

SUPERINTENDENT OR SHIFT LEADERS MUST BE ON SITE DURING ALL WORK

ACTIVITIES. THE CONTRACTOR'S PROJECT SUPERINTENDENT IS THE DESIGNATED

RESPONSIBLE CONTRACTOR REPRESENTATIVE AND MUST BE AVAILABLE IN CASE

OF EMERGENCIES ON A 24-HOUR BASIS.

12. THE CONTRACTOR HAS THE OPTION OF INSTALLING TEMPORARY DRAINAGE

STRUCTURES FOR CONSTRUCTION OF TEMPORARY ACCESS DRIVES DURING

CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE, THE DRIVES AND DRAINAGE

STRUCTURES SHALL BE REMOVED AND THE AREA RESTORED TO ITS ORIGINAL

CONDITION. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO OTHER BID ITEMS

IN THE CONTRACT.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER, AS REQUIRED

FOR COMPLETION OF THE PROJECT, AND SHALL COORDINATE WITH THE LOCAL

WATER PROVIDER FOR PRICING, OBTAINING A WATER METER, AND DETERMINING

A LOCATION FOR WATER ACCESS. THE COST OF THIS WORK SHALL BE

CONSIDERED SUBSIDIARY TO OTHER ITEMS BID.

14. CONTRACTOR SHALL PROVIDE SANITARY PORTABLE TOILET(S) FOR USE ON THE

JOBSITE, WHICH SHALL BE SECURED TO PREVENT MOVEMENT, FOR TOILET

QUANTITY, SEE OSHA 1915.88(D)(2). CONTRACTOR SHALL COORDINATE

MAINTENANCE OF PORTABLE TOILET(S) AND SHALL ESCORT THE MAINTENANCE

VEHICLES TO THE TOILET(S) LOCATION(S).

Topographic survey performed by:

SURVEYOR INFO

1. This is not a boundary survey or a Right-of-Way survey. Apparent property corners, Right-of-Way lines, or property lines as shown are derived from record survey plats, Right-of-Way maps, or deeds referenced hereon and are not guaranteed or to be relied on for the establishment of property lines.

2. Field survey performed November 2025.

PROJECT CONTROL

COORDINATES SHOWN ARE NAD83 NEW MEXICO STATE PLANE, WEST ZONE, US SURVEY FOOT.

VERTICAL ELEVATION SHOWN ARE NAVD88, GEOID18.

COMBINED GRID-TO-GROUND FACTOR = 1.0002980288

SCALED TO GROUND AROUND: NGS GALLUPAIR AZ MK (1643803.840, 2440633.210)

PROJECT BENCHMARK

BENCHMARK USED IS A FLANGE-ENCASED STEEL ROD W/O SLEEVE STAMPED "GALLUPAIR AZ 1987"

UNDERNEATH AN ALUMINUM LOGO CAP STAMPED "GALLUPAIR AZ MK 1987".

ELEVATION=6466.200

THE PRIMARY CONTROL POINTS:

1,N:1643803.840,E:2440633.210,ELEV:6466.200,NGS STAMPED "GALLUPAIR AZ MK 1987"

2,N:1642037.324,E:2436935.418,ELEV:6460.700,NGS STAMPED "GUP G 1996"

3,N:1642640.303,E:2440917.345,ELEV:6497.000,NGS STAMPED "GUP F 1981"

THE SECONDARY CONTROL POINTS SET FOR SURVEY:

170,N:1641698.946,E:2437461.552,ELEV:6462.898,ALUM CAP WCI & REBAR

171,N:1641945.719,E:2437482.235,ELEV:6462.018,ALUM CAP WCI & REBAR

4401 MASTHEAD ST. NE, SUITE 150

ALBUQUERQUE, NEW MEXICO 87109

OFFICE: 505-348-4000

FAX: 505-348-4155

www.wilsonco.com

SURVEY INFO.

X

X

X

X

X

X

X

X

X

X

X

X

XXXX

X X X

X X

X X X X X

X

X

X

X

X

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R -O

FZ

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R -O

FA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R -O

FA

R -O

FZ

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXX

X X X

X X

X X X X X

X

X

X

X

X

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R -O

FZ

R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ R-OFZ

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

R -O

FA

R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA R-OFA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA

R -O

FA

R -O

FZ

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA T-OFA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

TS

A

TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA

EM

MENDOZA RD

APRON

PARALLEL TAXIWAY A

TAXIWAY A5

TAXIWAY A4 TAXIWAY A3 TAXIWAY A2

RUNWAY 6-24 (7,315' X 100')

TERMINAL

BUILDING

CONTRACTOR SHALL UTILIZE THE ACCESS

GATE AT THE LOCATION SHOWN FOR

PROJECT INGRESS/EGRESS. THE CONTRACTOR

SHALL COORDINATE WITH THE AIRPORT

MANAGER DURING THE PRE-CONSTRUCTION

MEETING FOR GATE CODE/KEY. GATE SHALL BE

CLOSED AND LOCKED WHEN NOT IN USE.

FUEL FARM

ELECTRICAL

VAULT

EXISTING

CHAINLINK FENCE

HANGAR

(TYP.)

ROTATING BEACON

GRAVEL ROAD

CONTRACTOR HAUL ROUTE

ALONG MENDOZA ROAD.

PROPOSED AWOS

CONTRACTOR'S

STAGING AREA

CONSTRUCTION LIMITS

TAXIWAY A1

U.S. RTE 66

LOW PROFILE BARRICADES

SEE CSPP DETAIL SHEETEXISTING ASOS

CONTRACTOR SHALL UTILIZE THE ACCESS

GATE AT THE LOCATION SHOWN FOR

ELECTRICAL VAULT INGRESS/EGRESS.

Scale in Feet

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CONSTRUCTION SAFETY

AND PHASING PLAN

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12-12-2025

11-26-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

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JE

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-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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LEGEND

CONTRACTOR HAUL ROUTE

CONTRACTOR STAGING AREA

CONSTRUCTION LIMITS

LOW PROFILE BARRICADES

(SYMBOL DOES NOT

DENOTE THE NUMBER OF

BARRICADES REQUIRED)

GENERAL PHASING NOTES:

1. CONSTRUCTION PERSONNEL AND EQUIPMENT WILL NOT BE ALLOWED

WITHIN AREAS OPEN TO AIRCRAFT OPERATIONS OR THE AIRPORT

OPERATIONS AREA (AOA) UNTIL THE AREA HAS BEEN CLOSED TO AIRCRAFT

AND NOTAMS HAVE BEEN ISSUED. CONTRACTOR MUST CONFIRM A NOTAM

IS IN PLACE PRIOR TO ENTERING AOA.

2. THE CONTRACTOR SHALL SUPPLY PORTABLE HAND-HELD RADIOS TO EACH

SUPERVISOR. THE CONTRACTOR SHALL MONITOR CTAF/UNICOM

FREQUENCY 122.95 AT ALL TIMES DURING CONSTRUCTION AND SHALL

RESPOND TO ANY INSTRUCTIONS FROM THE ENGINEER, AIRPORT

PERSONNEL AND/OR EMERGENCY PERSONNEL IMMEDIATELY.

3. CONTRACTOR SHALL ROUTE ALL VEHICLES OFF THE EDGES OF EXISTING

PAVEMENT DURING DRY CONDITIONS TO LIMIT WEAR OF EXISTING

PAVEMENTS.

4. TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED IN THE

AREA OF CONSTRUCTION PRIOR TO SOIL DISTURBING ACTIVITIES IN THAT

PHASE. TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AS

DIRECTED BY THE ENGINEER.

5. ANY RUTTING OR DAMAGE TO PAVEMENTS TO REMAIN CAUSED BY

CONTRACTOR'S VEHICLE OR EQUIPMENT OPERATIONS SHALL BE

CORRECTED BY THE END OF THE PROJECT BY THE CONTRACTOR AT THEIR

OWN EXPENSE.

6. CONTRACTOR SHALL INSTALL SURVEY LATH, AT A MINIMUM, AT EACH

CORNER OF THE CONSTRUCTION LIMITS. IF CONTRACTOR'S EMPLOYEES,

SUBCONTRACTORS, OR SUPPLIERS ARE NOTED TO CROSS INTO ACTIVE

PAVEMENT, ADDITIONAL LATH WILL BE REQUIRED TO BE INSTALLED.

RUNWAY 6-24 SAFETY DIMENSIONS

RUNWAY SAFETY AREA (RSA): 7,915.66' X 150'

RUNWAY OBJECT FREE AREA (R-OFA): 7,915.66' X 500'

RUNWAY OBSTACLE FREE ZONE (R-OFZ): 7,715.66' X 400'

TAXIWAY SAFETY DIMENSIONS

TAXIWAY SAFETY AREA (TSA): 79' WIDE

TAXIWAY OBJECT FREE AREA (T-OFA): 124' WIDE

PHASE 1 CONSTRUCTION LIMITS

POINT

NUMBER LATITUDE LONGITUDE SITE ELEVATION

(FT.)

OBSTRUCTION

HEIGHT (FT.)

OBSTRUCTION

ELEVATION (FT.) DESCRIPTION

1 N35°30' 31.78" W108°47' 36.52" 6470 40 6510 CONSTRUCTION LIMITS

2 N35°30' 31.80" W108°47' 34.10" 6471 40 6511 CONSTRUCTION LIMITS

3 N35°30' 29.32" W108°47' 34.07" 6471 40 6511 CONSTRUCTION LIMITS

4 N35°30' 29.31" W108°47' 36.49" 6471 40 6511 CONSTRUCTION LIMITS

5 N35°30' 30.60" W108°47' 34.09" 6470 25 6495 CONTRACTOR'S

STAGING AREA

6 N35°30' 30.60" W108°47' 29.49" 6470 25 6495 CONTRACTOR'S

STAGING AREA

7 N35°30' 28.49" W108°47' 29.48" 6470 25 6495 CONTRACTOR'S

STAGING AREA

8 N35°30' 28.47" W108°47' 34.10" 6470 25 6495 CONTRACTOR'S

STAGING AREA

NOTE: SITE ELEVATIONS FOR POINT 1 - 8 ARE FROM GOOGLE EARTH.

PHASE 1 CONSTRUCTION SCHEDULE (30 CALENDAR DAYS OR LESS)

1. THE GALLUP MUNICIPAL AIRPORT WILL BE OPEN FOR THE DURATION OF THE

PROJECT.

2. RUNWAY 6-24, TAXIWAY A, TAXIWAY A1, TAXIWAY A2, TAXIWAY A3, TAXIWAY A4,

TAXIWAY A5, AND TERMINAL APRON WILL REMAIN OPEN FOR THE DURATION OF

THIS PHASE.

3. THE FOLLOWING WORK SHALL BE COMPLETED WITHIN THE CONSTRUCTION LIMITS:

3.1. INSTALL NEW AWOS-III P/T SYSTEM.

3.2. REMOVE EXISTING ASOS SYSTEM.

4. AT THE COMPLETION OF THE ITEMS ABOVE, COORDINATE WITH AIRPORT MANAGER,

ENGINEER AND RPR TO OPEN THE WORK AREAS AS DESCRIBED IN THE STEPS

BELOW:

4.1. CLEAN ALL AIRPORT SURFACES.

4.2. REMOVE ALL EQUIPMENT, MATERIALS, AND PERSONNEL FROM THE WORK

AREA.

erivera Strikethrough 150' 500' 400' E E w in g N am e:

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CONSTRUCTION SAFETY

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DETAILS

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12-12-2025

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12-03-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

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-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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4'

NOTES:

1. BARRIER SHALL BE SHERWIN INDUSTRIES, 10" X 96" LOW PROFILE AIRPORT BARRIER,

AS SHOWN, OR APPROVED EQUAL.

2. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE REFLECTORIZED WITH

SMOOTH SURFACE TYPE REFLECTIVE SHEETING.

3. LIGHTS MUST BE MOUNTED ON BARRIERS AND SPACED AT NO MORE THAN 10 FT.

4. BARRICADES SHALL BE SPACED NO GREATER THAN 12' ON CENTER OR 4' END TO END

5. THE BARRIERS SHALL BE WEIGHTED AGAINST PROPWASH AND CAPABLE OF

WITHSTANDING UP TO 100 M.P.H. WIND FORCES.

6. FLASHING RED CAUTION LIGHTS SHALL BE BATTERY OPERATED AND SHALL MAINTAIN

SUCH INTENSITY SO AS TO BE READILY IDENTIFIED FROM DISTANCES OF AT LEAST 200

FEET DURING DARKNESS.

7. THE CONTRACTOR SHALL CHECK ALL BARRIERS AND LIGHTS EACH DAY BEFORE

LEAVING THE AIRPORT TO ENSURE LIGHTS ARE WORKING PROPERLY AND MAY NOT

LEAVE WITHOUT ALL BARRIERS AND LIGHTS BEING IN PROPER WORKING ORDER.

8. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS ITEM. IT SHALL BE CONSIDERED

SUBSIDIARY TO OTHER BID ITEMS.

8'

" M

A X

BATTEN TO KEEP

FLAG EXTENDED

20" MIN. X 20" MIN. FLAGS

ALTERNATING ORANGE AND WHITE,

ONE FLAG PER BARRIER. SUPPORTS

SHALL BE VERTICAL AND FRANGIBLE.

FLASHING RED

CAUTION

LIGHTS

REFLECTIVE ORANGE

(BOTH SIDES)REFLECTIVE WHITE

(BOTH SIDES)

LOW PROFILE BARRICADE DETAIL

NO SCALE

NOTES:

1. FLAG MUST HAVE A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES.

COLORS SHALL BE IN ACCORDANCE WITH THE

CURRENT VERSION OF AC 150/5210-5.

2. FLAG AND FLASHING BEACON REQUIRED PER

CONSTRUCTION SAFETY AND PHASING PLAN (CSPP).

36"

12" 12" 12"

FLAG DETAIL

NO SCALE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X X X X X

X

X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X X X X X

X

X X

X

X

G A

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EM

MENDOZA RD

APRON

PARALLEL TAXIWAY A

TAXIWAY A3

RUNWAY 6-24 (7,315' X 100')

TERMINAL

BUILDING

FUEL FARM

ELECTRICAL

VAULT

HANGAR

(TYP.)

ROTATING BEACON

CAUTION: DO NOT DISTURB

EXISTING ELECTRICAL

JUNCTION BOX AND POLE.

U.S. RTE 66

GRAVEL ROAD

TAXIWAY A2

REMOVE EXISTING ASOS

SYSTEM AFTER NEW AWOS

IS INSTALLED AND

OPERATIONAL

DO NOT DISTURB EXISTING

ASOS METER AND SHUTOFF

EXISTING ASOS CABLE

TO BE ABANDONED

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AWOS DEMOLITION PLAN

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12-12-2025

11-26-2025

12-03-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

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-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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EXISTING ASOS SYSTEM

ASOS REMOVAL NOTES:

1. ALL EQUIPMENT AND PARTS OF THE EXISTING ASOS SYSTEM SHALL BE

REMOVED AND DECOMMISSIONED AFTER THE NEW AWOS SYSTEM HAS

BEEN INSTALLED AND IS OPERATIONAL. ALL SENSORS AND EQUIPMENT

TO BE SALVAGED TO THE AIRPORT AT THE AIRPORT'S DISCRETION. IF

THE AIRPORT CHOOSES NOT TO RETAIN THE SENSORS AND EQUIPMENT,

THEY SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

REMOVED FROM THE PROPERTY.

2. EXISTING ASOS CABLES AND CONDUIT SHALL BE CUT TO 2 FEET BELOW

EXISTING GRADE AT THE ASOS SITE AND AT THE POWER POLE.

3. EXISTING CONCRETE SLAB SHALL BE REMOVED OFF AIRPORT PROPERTY.

EXISTING ASOS TOWER FOUNDATION SHALL BE REMOVED AND THE VOID

FILLED TO GRADE TO ALLOW POSITIVE DRAINAGE.

4. AFTER REMOVAL OF EQUIPMENT AND FOUNDATIONS, GRADE THE AREA

TO MATCH THE SURROUNDING GRADE. SEED ALL DISTURBED GROUND

PER FAA SPECIFICATIONS T-901.

5. ALL WORK SHALL BE INCLUDE IN THE BID ITEM "REMOVE EXISTING ASOS

SYSTEM". THIS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT,

TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THIS ITEM.

ELECTRICAL DEMOLITION PLAN NOTES:

1. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING WITHIN THE

VICINITY OF EXISTING UNDERGROUND ELECTRIC LINES, BURIED WATER

LINES, BURIED TELEPHONE LINES, BURIED AIRPORT ELECTRICAL LINES

THAT ARE TO REMAIN, AND EXISTING DRAINAGE PIPE AND

STRUCTURES. ANY DAMAGE CAUSED BY THE CONTRACTOR TO THE

EXISTING BURIED UTILITIES, PIPES, AND STRUCTURES SHALL BE FIXED

TO THE SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO

THE OWNER.

2. CONTRACTOR SHALL PROVIDE TEMPORARY CABLE AND CONNECTIONS

AS NECESSARY TO KEEP ALL LIGHTING AND EQUIPMENT IN SERVICE ON

OPEN PAVEMENT IF NECESSARY.

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X X X X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X X X X X X

X

X X

X

X

G A

S

EM

MENDOZA RD

APRON

PARALLEL TAXIWAY A

TAXIWAY A3

RUNWAY 6-24 (7,315' X 100')

TERMINAL

BUILDING

FUEL FARM

ELECTRICAL

VAULT

HANGAR

(TYP.)

ROTATING BEACON

U.S. RTE 66

JB

AW

O

S

GRAVEL ROAD

AWOS TOWER LOCATION

N: 1641754.5418 E: 2437436.2935 Lat: N35° 30' 30.33" Long: W108° 47' 35.31"

TAXIWAY A2

AWOS

1,000' RADIUS

CRITICAL AREA

AWOS

500' RADIUS

CRITICAL AREA

AWOS

100' RADIUS

CRITICAL AREA

INSTALL 3 - #1/0 THWN CU CABLE,

1 - #6 GROUND CABLE,

1 - #6 COUNTERPOISE

ABOVE NEW 2" PVC.

POWER SUPPLY

EXISTING METER AND SHUTOFF

INSTALL NEW AWOS III P/T SYSTEM

CAUTION: DO NOT DISTURB

EXISTING ASOS CIRCUIT

(ABANDON IN PLACE)

PROVIDE SURVEY MONUMENT FOR NORTH ALIGNMENT CALIBRATION

PER MANUFACTURE REQUIREMENTS. SURVEY MONUMENT SHALL

BE PLACED BY A REGISTERED LAND SURVEYOR IN THE STATE OF

NEW MEXICO. INSTALLATION AND COST OF MONUMENT SHALL BE

INCIDENTAL AND INCLUDED WITH AWOS INSTALLATION.

TOWER SHALL TILT

TOWARD THE

PERIMETER FENCE

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AWOS SITE PLAN

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12-12-2025

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12-03-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

D O

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R O

JE

C

T N

O . G

U P

-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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NOTES:

1. AWOS SYSTEM SHALL BE INSTALLED APPROXIMATELY 50 FT.

SOUTH TO EXISTING ASOS. THE EXISTING ASOS SHALL BE

OPERATIONAL UNTIL THE NEW AWOS IS OPERATIONAL AND

POWER CAN BE SWITCHED OVER TO THE AWOS FROM THE

EXISTING METER AND SHUTOFF.

2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER UTILITY

FOR MAKING CONNECTION TO POWER NEW AWOS. ALL WORK

REQUIRED TO BRING POWER TO AWOS SHALL BE CONSIDERED

SUBSIDIARY TO AWOS.

3. CONTRACTOR TO COORDINATE WITH AWOS MANUFACTURER

FOR SITING, COMMISSIONING, AND ALL WORK REQUIRED FOR

PROVIDING FULLY FUNCTIONAL AND COMMISIONED AWOS

SYSTEM AS INDICATED IN THE CONTRACT DOCUMENTS AND TO

THE SATISFACTION OF THE RPR.

4. FURNISH AND INSTALL 2" SURVEYOR'S BRASS CAP EMBOSSED

WITH AWOS TOWER FOUNDATION ELEVATION (MSL). LOCATE

ADJACENT TOWER.

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AWOS DETAILS

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12-12-2025

11-26-2025

12-03-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

D O

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-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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GROUND LEVEL GROUND LEVEL

#4/0 GROUND CABLE

BARE COPPER WIRE

CAD WELD OR ATTACH

TO GROUND ROD AT

TOWER PER LOCAL CODES

3/4''Ø X 10'

LONG COPPER

CLAD GROUND

ROD

AT TOWER

24''Ø READY-FORM

TUBE 5' LONG

4-#4 VERTICAL

RE-BAR

4' 6'' LONG

#4 TIES @ 12'' ON

CENTER

FINE SAND OR GRAVEL

1" S

LO

P

E F

O R

D R

A

IN

A G

E

3' -6

INSTALL OWNER PROVIDED VISIBILITY

SENSOR TOWER PER MANUFACTURER

REQUIREMENTS

4000 PSI

CONCRETE

NOTES:

1. THE NEW AWOS (MODEL 8522 30 FT. TILT TOWER) WILL BE

APPROXIMATELY 50 FT. SOUTH OF THE EXISTING ASOS, SO THE ASOS

SHALL REMAIN OPERATIONAL UNTIL NEW AWOS HAS BEEN INSTALLED

AND IS OPERATIONAL.

2. TOLERANCE FOR LEVEL/PLUMB IS ± 2°.

3. FOUNDATION SIZE SHALL BE ALTERED IF RECOMMENDED OR

REQUIRED BY MANUFACTURER

4. AWOS TOWER, CONTROL AND SENSOR EQUIPMENT SHALL BE

SUPPLIED BY THE OWNER.

5. CONTRACTOR SHALL SUPPLY ULTRASONIC WIND SENSOR CERTIFIED

BY THE FAA TO BE INSTALLED IN PLACED OF THE OWNER PROVIDED

MECHANICAL SENSOR.

VISIBILITY SENSOR FOUNDATION

NO SCALE

17"

BOLT C-C

75"

B O

LT

C

-C

THE CONCRETE MUST HAVE 4,000

PSI MINIMUM 28-DAY COMPRESSIVE

STRENGTH. THE FOUNDATION SHALL

BE DESIGNED BY THE INSTALLER

FOR 2,000 LB/SQ FT SOIL BEARING

CAPACITY. IT MAY BE NECESSARY

TO SECURE THE SERVICES OF A

GEOTECHNICAL ENGINEER TO VERIFY

SOIL CAPACITY AT THE INSTALLATION

SITE, AND IF NECESSARY, TO

RECOMMEND ALTERATION WHEN SOIL

CONDITIONS ARE QUESTIONABLE.

PREVIOUS GEOTECHNICAL REPORTS

AT THE AIRPORT ARE PROVIDED IN THE

PROJECT MANUAL TO ASSIST IN THE

FOUNDATION DESIGN.

CROWN THE TOP OF THE CONCRETE

SLIGHTLY TO PREVENT WATER

ACCUMULATION.

8" MIN ALL 4 SIDES

4"

2"

1" M

A X

A B

O V

E G

R O

U N

D

LE

V E

L

2.

4"

4X, FOUNDATION BOLT

M24-430

2X, WWF 4 X 4 -6/6

DEFORMED WIRE

MESH

70" X 70"

GROUND LEVEL

TILT

SQUARE FOUNDATION

FOR FRANGIBLE TOWER

NO SCALE

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12-12-2025

11-26-2025

12-03-2025

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PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

D O

T P

R O

JE

C

T N

O . G

U P

-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

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GROUND LEVEL GROUND LEVEL

#4/0 GROUND CABLE

BARE COPPER WIRE

CAD WELD OR ATTACH

TO GROUND ROD AT

TOWER PER LOCAL CODES

3/4''Ø X 10'

LONG COPPER

CLAD GROUND

ROD

AT TOWER

1" S

LO

P

E F

O R

D R

A

IN

A G

E

3' -6

GROUND LEVEL GROUND LEVEL

#4/0 GROUND CABLE

BARE COPPER WIRE

CAD WELD OR ATTACH

TO GROUND ROD AT

TOWER PER LOCAL CODES

3/4''Ø X 10'

LONG COPPER

CLAD GROUND

ROD

AT TOWER

1" S

LO

P

E F

O R

D R

A

IN

A G

E

3' -6

INSTALL OWNER PROVIDED CEILOMETER

TOWER PER MANUFACTURER

REQUIREMENTS

INSTALL OWNER PROVIDED LIGHTING

SENSOR TOWER PER MANUFACTURER

REQUIREMENTS

24''Ø READY-FORM

TUBE 5' LONG

4-#4 VERTICAL

RE-BAR

4' 6'' LONG

#4 TIES @ 12'' ON

CENTER

FINE SAND OR GRAVEL

4000 PSI

CONCRETE

24''Ø READY-FORM

TUBE 5' LONG

4-#4 VERTICAL

RE-BAR

4' 6'' LONG

#4 TIES @ 12'' ON

CENTER

FINE SAND OR GRAVEL

4000 PSI

CONCRETE

NOTE:

3. FOUNDATION SIZE SHALL BE ALTERED IF RECOMMENDED OR

REQUIRED BY MANUFACTURER

CEILOMETER FOUNDATION

NO SCALE

LIGHTING SENSOR FOUNDATION

NO SCALE

CABLE TRENCH DETAILS

NO SCALE

6"

.5

" T Y

P

8"

1 CONDUIT

4" TY

P

TOP SOIL, SEED

AND MULCH TYP.

ELECTRICAL WARNING TAPE 6"

ABOVE COUNTERPOISE

COUNTERPOISE

EQUIPOTENTIAL METHOD

SAND OR EARTH BACKFILL, 100%

PASSING 1/4" SIEVE (TYP).

2" PVC CONDUIT.8"

-1

2"

TY

P

TYPICAL L-867 JUNCTION BOX

NO SCALE

CENTER OF

CONDUIT 24

16"

.5

2.

5"

3/4" DIA. WEEP HOLE

2" PVC CONDUIT

AS REQUIRED. 8" AGGREGATE BACKFILL 1/2" - 3/4" CLEAN

AGGREGATE (APPROX. 8" DEEP)

GROUND ROD.

SEE DETAIL.

L-867 BASE

(METALLIC) CLASS

1A, SIZE D (16"X24")

SOLID STEEL

COVER

BACKFILL MATERIAL

#6 AWG BARE SOLID

COPPER GROUND WIRE.

GROUND LUG

1" M

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TA

LFC

12-12-2025

11-26-2025

12-03-2025

P lo t S ty le : a e.

ct b La st S av ed

B y:

n lo vo s

/0 2/

PROJECT NO.

DRAWN BY

CHECKED BY

REVISIONS

DATE

DATE

DATE

DESIGNED BY DATE

N M

D O

T P

R O

JE

C

T N

O . G

U P

-2 4-

25683 - TO01

2201 BUENA VISTA DRIVE

SOUTHEAST STE 204

ALBUQUERQUE, NM 87106

P 505.508.2192

WWW.HWLOCHNER.COM

G A

LL

U

P M

U N

IC

IP

A L

A

IR

P O

R T

(G U

P

G A

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P , N

E W

M E

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NOTES:

1. DO NOT BEND GROUNDING CABLE TO LESS

THAN 8" RADIUS.

2. LAYOUT, SENSOR ORDER, AND SPACING

SHALL BE PER MANUFACTURER

REQUIREMENTS IF DIFFERENT THAN SHOWN.

AWOS SITE LAYOUT DETAIL

NO SCALE

NOTE:

PROPOSED ROAD ROUTE SHALL BE CLEARED,

GRUBBED, AND GRADED TO A DRIVABLE

SURFACE PRIOR TO SUBGRADE COMPACTION

GRAVEL SITE PAD

TYPICAL SECTION DETAIL

NO SCALE

5' TYP VARIES

2% MIN2% MIN

PRESENT WEATHER AND

VISIBILITY SENSOR PAD

10' 10' 10'

TOWER PAD

LIGHTNING SENSOR PAD CEILOMETER PAD

TY

P

TY

P

6" COMPACTED SUBGRADE

4" NMDOT 303, TYPE I AGGREGATE BASE COURSE (S-30)

3/4" SCH 40 PVC

CONDUITS IN

TRENCH

#4/0 COPPER GROUND WIRE

3/4" X 10' GROUND ROD

JUNCTION

BOXES,

BREAKER BOX,

DISCONNECT,

ETC.

JUNCTION BOXES

TRENCH

JUNCTION BOXESJUNCTION BOXES

GRAVEL

SITE PAD