Allen Brock, CP, PLS, GISP Vice President,

Independent Mapping Consultants, Inc abrock@imcmapping.com

SPRING 2017 WORKSHOP

Introduction to Airports GIS and Project Scoping

mailto:kevin.carlson@aecom.com

What is Airports GIS (AGIS)

Airports Surveying Geographic Information System (Airports GIS) helps the Federal Aviation Administration (FAA) collect airport and aeronautical data to meet the demands of the Next Generation National Airspace System. It is a tool to store, use and disseminate Geospatial information in graphical and database form. Accessed On-line

• Tools for Maintaining Data - Data Submittal Standards - Data QC / QA Procedures - Contract Language for Deliverables (GIS!) - Conditional Payment Clauses - Contractor Upload-to-FAA Requirements

Maintaining Data

Project Creation - Airport Assignment of Representatives - Airport Upload Statement of Work - Airport (Consultant) SOW Concurrence - FAA (HQ or Region) Plan Submittal(s) - Consultant Plan Approval(s) - NGS Project Execution - Consultant Team Deliverables - Consultant □ Airport Data Verification/Validation - NGS Data Use - FAA/Others

Airports GIS Project Flow

Submit Imagery Control Plan Submit Image

Acquisition Plan

Project Creation in Airports GIS

Airport Sponsor/ Operator Responsibility Can be delegated to State Agency through Letter of Authorization

Reference to Online Help

Airports GIS

Federal Aviation Administration

Login

Newsletters/Publications

AGIS Online Help

AGIS Issues/Questions

FAQ's

Airports

" Steps to Follow

- Airport Regions

" AIP

- AC 150/5300

~ Contractor Security - Airport Sponsor

Benefits ~ Planning

Considerations

Surveyors

~ Survey Intro - Airport

Familiarization ~ Aviation Glossary

" AIM

- Airport Visual Aids - Airport

markings/Signs ~ Phonetic Alphabet

Airports Surveying - GIS program

Click on one of the image 0 links on the table of contents below • 3 □Introduction

" D System Overview • 3 □Access to Airports GIS System - (http://airports-gis.faa.gov)

~ 3 Airports GIS Login Page 0 Login Entry

0 New User Registration Form and Process

0 Sample of E-mail send to new user - Account Verif ication

0 Sample of E-mail send to new user - Account Approval

" 0 Forgot Mv Username

0 Forgot My Password

3 □Airports Surveying - GIS Homepage

0 Homepage Screenshot

D Navigation Menu 0 "My Account" pane

0 "My Tools" pane

0 "Help" pane

0 "Resources" pane

0 "What's New" pane

□ User Designated Role and Perspective

□ Project Web Rapes - Tools & Facility

D My Projects 0 Initiate Project

0 Upload Statement of Work

0 Project concurrence

0 Plans and Data submission

D^G^v^enfi£3^r^3ncW\^io^^^_

http://airports-gis.faa.gov/

Create an Airports GIS Project

Create an Airports GIS Project

Create an Airports GIS Project

Create an Airports GIS Project

https://airports-gis.faa.gov/public/OnlineHelp/index.html

PROJECT SCOPING

• Who is... - Creating the Project? - Responsible for Interacting with the FAA Website? - Creating the Statement of Work and Other Plans? - Conducting Surveys? - Collecting Aerial Photography, If Necessary? - Converting and Preparing Data? - Uploading Deliverables to the FAA? - Managing the Grant?

Setting Roles and Responsibilities

Framework • FAA/Airport Agreement • Written from Airport

Perspective • Not Consultant Scope of

Services • NGS Compares Plans to

SOW • See Online Help

Templates • Pre Coordinate with

ADO

Components • Background & Objective

- RW Extension, with or w/o Safety-Critical Data

• Requirements - Plans

• Geodetic Control • Imagery • Survey & QC

- Features - As-Built Data

• Graphic _ _ j

Statement of Work

Airports GIS Statement-of-Work

Aeronautical Survey and Airport Airspace Analysis

Administrative Date: October 6, 2009 Prepared for: Somewhere International Airport (XXX), Somewhere, TX Airport Contact: Ms. Airport Contact Planning Director 1234 Airport Drive Somewhere, NM, XXXXX Ph: 800.555.5555 airport.contact@Somewhere.org Prepared by: Mr. Joe Consultant Consultants, Inc. Somewhere, USA 76137-0610 Phone: email address Planned NTP: Expected Start Date Estimated Completion: Expected Completion Date (or number of days) Objectives and Background The project objective is to extend Runway 13/31 by approximately 880 feet to 8,000 feet and extend the parallel Taxiway A. The extension will be to the RW 31 end. An Aeronautical Survey and Airport Airspace Analysis for vertically-guided operations will be conducted to support FAA development of LPV approaches to both ends. The desired decision altitude (DA) is 250 feet with ¾ mile visibility minima. The imagery will be acquired while the construction effort is in the grading and drainage phase – approximately 2 years prior to commissioning. In a future A-GIS project, the imagery will be used to map the airport to produce an electronic ALP.

Provide overall project objective(s). Other information potentially included in Objectives and Background could

include information on approach light PAPI or REIL relocation, instrument approaches, utilities and

environmental.

A project schedule could also be included (or attached) with

milestones for key activities.

PAGE

2

Airports GIS Statement-of-Work

Aeronautical Survey and Airport Airspace Analysis

Administrative

Date: October 6, 2009

Prepared for:Somewhere International Airport (XXX), Somewhere, TX

Airport Contact: Ms. Airport Contact

Planning Director

1234 Airport Drive

Somewhere, NM, XXXXX

Ph: 800.555.5555

airport.contact@Somewhere.org

Prepared by:Mr. Joe Consultant

Consultants, Inc.

Somewhere, USA 76137-0610

Phone:

email address

Planned NTP:

Expected Start Date

Estimated Completion:Expected Completion Date (or number of days)

Objectives and Background

The project objective is to extend Runway 13/31 by approximately 880 feet to 8,000 feet and extend the parallel Taxiway A. The extension will be to the RW 31 end. An Aeronautical Survey and Airport Airspace Analysis for vertically-guided operations will be conducted to support FAA development of LPV approaches to both ends. The desired decision altitude (DA) is 250 feet with ¾ mile visibility minima. The imagery will be acquired while the construction effort is in the grading and drainage phase – approximately 2 years prior to commissioning. In a future A-GIS project, the imagery will be used to map the airport to produce an electronic ALP.

Requirements

AC 150/5300-16A “General Guidance and Specifications for Aeronautical Surveys: Establishment of Geodetic Control and Submission to the National Geodetic Survey.”

AC 150/5300-17B “General Guidance and Specifications for Aeronautical Surveys: Airport Imagery Acquisition and Submission to the National Geodetic Survey.”

AC 150/5300-18B “General Guidance and Specifications for Aeronautical Surveys: Airport Survey Data Collection and Geographic Information System Standards.”

AC 150/5300-13 “Airport Design”

Data providers should make maximum use of existing data for the airport which is traceable to the source to meet the requirements of this SOW before undertaking additional data collection. Data collected or proposed for use in a project must meet the tolerances specified in the above Advisory Circulars at the 95 percent confidence level (RMSE) before being used in the project or as part of the required deliverables.

The Consultant will submit all data collected and associated required deliverables in the format(s) specified as outlined in the appropriate advisory circular to the sponsor/proponent who will ensure the data is submitted to the FAA Office of Airports, Airport Surveying-GIS Program. All data submissions to the FAA will be through the Airports-GIS website at https://airports-gis.faa.gov/.

The Consultant will submit weekly project status reports on the project through the program web site. The reports will contain progress updates and any significant issues with the project including deviations from the planned schedule.

The Consultant must submit, via the A-GIS website and have approved by the FAA/NGS the following required implementation plan(s) prior to commencing fieldwork.

Imagery

Survey and Quality Control

The Consultant will submit final report for each plan as required in respective advisory circular.

The consultant will coordinate with the Airport Traffic Control Tower (ATCT) Management for the flight mission and access to the ATCT and FAA Technical Operations for access to NAVAID facilities.

Geodetic Control

This project will use existing PACS01, SAC01 and SAC02. If existing PACS/SACS are determined to be damaged the project will establish temporary geodetic control as required. Geodetic data will be tied to the National Spatial Reference System.

Imagery

Per AC 5300-17B, imagery will show full leaf coverage.

Color Film to be used: Kodak 2444 or AGFA X-100, or better

The following Flight Missions will be performed:

Flying HeightAreaPhoto scaleGround Sample Distance

8,000’ AGL A1” = 1,600’

12 inch

2,300’ AGL B1” = 400’

4 inch

Area A – Entire project area to include all Object Identification Surfaces (OIS) as defined in AC 150/5300‑18B, Sections 2.7.1.1.

Area B – All Airport Property including 6,000’ off both ends of Runway 13/31 (VGPS) with 880-foot ext.

Orthorectified imagery will be submitted for both flight missions.

Deliver data and information to NGS per 150/5300-17B, Paragraph 20.

Data will be delivered to FAA per 150/5300-17B, Paragraph 22

Survey and Quality Control

The Obstruction Survey will collect all attributes for safety-critical features. AC 150/5300-18B, Table 2-1, Column Instrument Procedure Development was used as a guide.

Conduct Airport Survey and Analysis:

Runway 13/31 in accordance with runways with Vertical Guidance (-18B, Section 2.7.1)

Runway 18/36 in accordance with runways without Vertical Guidance (-18B, Section 2.7.3)

Validate Runway end (displaced threshold) position and elevation against existing FAA/NGS data:

Runway 13/31

Runway 18/36

Validate the following electronic and visual on airport NAVAIDS:

RW 13 Glideslope, Localizer, PAPI

RW 36 PAPI

Validate the following off airport NAVAIDS:

VOR1234 located approximately 1mile SW of Airport

Collect the following runway Profiles:

Runway 13/31Centerline and 10-foot centerline offsets at 10-foot stations

Runway 18/36Centerline at 50-foot stations

Develop 1-foot elevation contours for entire airport

Validate Airport Elevation

Validate/Determine Airport Reference Point

Submit planned Runway 13/31 centerline extension profile at 10-foot stations and proposed Runway 31 end latitude, longitude and elevation, then after runway has been constructed validate plan data and submit actual values to FAA via AGIS Website.

Illustration

A project schedule could also be included (or attached) with milestones for key activities.

Provide overall project objective(s). Other information potentially included in Objectives and Background could include information on approach light PAPI or REIL relocation, instrument approaches, utilities and environmental.

Geodetic Control Plan “Required” only if establishing PACS/SACS

Identify State Plane System (deliverable item) and Geoid Model that you will use.

Identify PACS/SACS to be used

Other options are:

Establish and Use PACS/SACS

Establish and Use Temporary Geodetic Control

List all NAVAIDS

Reference: Advisory Circular 5300-18B, Table 2-1

10-foot intervals and associated 10-foot supplemental offset are required for certificated runways at certificated airport.

List all existing NAVAIDS to be validated.

Scope could include:

Conduct obstruction analysis for runways(s) for One Engine Inoperative Surface (Air Carrier departures) Required aster 1/1/2010 per AC 150/5300-13, Change 8

Validate/Determine and document horizontal stopway dimensions

Determine/Validate stopway profile

Determine objects penetrating Clearway(s)

If Cat II/III operations are conducted on the runway additional requirements apply

Example Graphic

Website Resources:

Airports GIS:� HYPERLINK "https://airports-gis.faa.gov/" ��https://airports-gis.faa.gov/�

AVN Data System� HYPERLINK "http://avnnet.jccbi.gov/datasheet_prd/" ��http://avnnet.jccbi.gov/datasheet_prd/�

AVN Data (Public):� HYPERLINK "http://avnwww.jccbi.gov/datasheet/" ��http://avnwww.jccbi.gov/datasheet/�

AVN (Charts +)� HYPERLINK "http://www.avn.faa.gov/" ��http://www.avn.faa.gov/�

NGS Data & Imagery� HYPERLINK "http://www.ngs.noaa.gov/" ��http://www.ngs.noaa.gov/�

UDDF Data:http://� HYPERLINK "http://www.ngs.noaa.gov" ��www.ngs.noaa.gov�/AERO/UDDFdat.htm

PACS/SACS Data: � HYPERLINK "http://www.ngs.noaa.gov/AERO/aero.html" ��http://www.ngs.noaa.gov/AERO/aero.html�

Printed: 3/13/2017ASW-611C:\Documents and Settings\anguyen\Desktop\SOW Templates\Statement of Work.Template.ObstructionSurvey.WorkingVersion.doc

Reference -18B, Table 2-1 - Safety Critical Features? - Imagery Required? Photo Scale(s)? - Contour intervals? - Aeronautical Survey and Airspace

Analysis Required? Which Runway(s)?

- Design and As-Built Data? - ALP Follow-on Project? Identify Responsible Party/Data Source for each Feature/Attribute Statement-of-Work/ Implementation Plans Most Projects Require Some GIS Expertise

Project Scoping

Precision

150/5300-16 150/5300-16

150/5300-18 150/5300-18 150/5300-18 150/5300-18 150/5300-18 150/5300-18 150/5300-18 150/5300-18

Determine the touchdown zone elevation (TDZE)

Determine and document the intersection point of all specially "'"'ILS) ru^-aysjv^\ A

150/5300-18

Operations Chart

Rehabilitation or Precision Visual Landside

150/5300-17

Provide a final Project Report

Table 2-1. Survey Requirements Matrix This table is designed for use in two ways. First, it defines in a general fashion the task required to meet a specific objective. Each task listed is generalized and the process to complete it many contain many other pieces. Users should refer to the text of the referenced AC to ensure that all the required subtasks are completed. The second way to use this matrix is as a checklist to ensure all the required data is collected either before leaving the field or submitting the data to the FAA.

Collect and document parking stand coordinates 150/5300-18 Collect cultural and natural features of landmark value 150/5300-18

150/5300-16/IS

Intended End Use of the Data >■

Required Tasks 'Y

Provide a Survey and Quality Control Plan Establish or validate Airport Geodetic Control

Category' n or III

Operations

Airport Layout

Plan (ALP)

■ Instrument ■ Procedure development

Document displaced threshold(s) location Determine or validate runway length Determine or validate runway width Determine runway profile using 50 foot stations Determine runway profile using 10 foot stations

Perform or validate a topographic survey 150/5300-18 Collect and document runway and taxiway lighting

Collect imagery

AC Reference Navigational Aid Siting Airport Obstruction

Chart

Pavement Design, Construction,

Rehabilitation or Roughness

Airport

Mapping

Database

Perform document and report the tie to National Spatial Reference System (NSRS) Survey runway end(s)/threshold{s) Monument runway end(s)/threshold(s) Document runway end(s)/threshold location(s) Identify and survey any displaced threshold(s)

Required Tasks

150/5300-18

Determine elevation of roadways at the intersecting point of the Runway Protection Zone (RPZ) or the runway centerline extended Determine all Land Use to 65 DNL contour Document features requiring digital photographs Document features requiring sketches Collect position and type of runway markings

150/5300-18

Collect position and type taxiway markings

150/5300-17

Visual

Construction

Monument displaced threshold^)

Precision

150/5300-18

150/5300-18

150/5300-18

Locate, collect, and document photo ED points_ Identify collect, and document wetlands or environmentally sensitive area_

150/5300-18

150/5300-18

At r side

Landside

AC 150/5300-18B | Table 2-1

OBJECTIVE REQUIRED TASKS ^

Construction

Airside Comments ® O

Provide a Survey and Quality Control Plan ✓

Establish or validate Airport Geodetic Control v"

Collect and document helicopter touchdown lift off area (TLQF) v"

Collect and document helicopter final approach and takeoff

area (FATO) V

Collect or validate and document airport planimetric data y

Determine or validate the elevation of the Airport Traffic Control Tower Cab Floor (it one is on the airport)

V

Perform or validate a topographical survey y

Document features requiring digital photographs y

Document features requiring sketches V Provide a final Project Report V

Phase I - Develop Base Map (Estimate 27G days from NIT) c Conduct an Obstruction Survey and Conduct Airport Airspace Analysis in accordance with

150 5300-1 SB; Paragraph 2.7 c SetPrimary Airport Control Station [PACS) and Secondary Airport Controls Stations [SACS) [per AC 150 5300-1(5A) - if not already present. Re-establish PACS SACS as required. c Collect Aerial Photogrammetry [per AC 150-5300- 17B) - if existing airport survey is over 5 years old. Include additive alternative for One Engine Inoperative surfaces [select option if cost effective - evaluation in later project), c Evaluate all surfaces for runways with vertical guidance or without vertical guidance per

5300-1SB, 2.7.1.1 or 2.7.1.3. ' " " " c Evaluate Certificated Rim way Profiles at 10-ft intervals [centerline and 10-ft offsets),

Evaluate Category 11 and 111 Operations Area(-1SB, 2.0.1) . Mapping Database Surveys (- 1SB; 2.10) " ' " "" " '

c Validate existing EAANGS safety-critical data including NAVAEDS, Runway Ends, etc. c Submit to FAA Survey Data including safety critical data for approval acceptance by XGS c Collect G1S Planimetric data [per AC 150 5300-1 SB), identify attributes as required for

runways, taxi ways, aprons, buildings, roadways, utilities, etc. c Collect [from existing sources) and convert to G1S model existing airport Cadastral data

for Property boundary, property map, land use, etc. and attribute features, c Collect [from existing sources) and convert to G1S model existing airport Utility data for.

and attribute features c Submit G1S data features, with attributes for existing airfield

Phase 11 - Develop Airport Layout Plan c Submit GIS data features with attributes for proposed development on current ALP o Test Evaluate eALP software tools in development by FAA

Phase A1: Obstruction Survey, Photogrammetry, and Planimetrics

Under Phase A1 of the A-GIS and e-ALP program. IMC will complete the following tasks for KXXX in accordance with FAA Advisory Circulars 150/5300-16A. -17B. and -1 SB, and additional guidance received from the FAA Central Region related to the A-GIS and e-ALP Program.

Geodetic Control

IMC will verify/confirm existing geodetic control in accordance with AC 150/5300-16A. including evaluating the existing PACS and SACS. It is assumed that the PACS and SACS will not need to be re-established. Under this task. IMC will prepare a Survey and Quality Control Plan and work with the FAA to procure all applicable reviews and approvals in accordance with published guidance. IMC will develop all required documentation, digital images, and other data as specified in AC 150/5300-18B for airport surveys

Imagery

Under this task. IMC will prepare an Imagery Plan, determine proper photo control points required to validate the ABGPS control, comply with flight guidance, imagery quality, and weather/seasonal considerations, and produce the required deliverables for National Geodetic Survey (NGS) review.

IMC will acquire new vertical stereo aerial photography (leaf-on) at a nominal scale of T -3001 for the airport property and 1 =2000 for the remaining obstruction surface areas The aerial photography covers all of the Vertically Guided (VG) Airspace Analysis surfaces using natural color film during leaf-on conditions

Address geodetic control

Leaf-on or leaf-off

imagery? What scale and extent?

Scope of Work Review

Scope of Work Review

From the 1 =300' aerial photography. IMC will produce:

• Airport property planimetric mapping .

• 1 -foot contours of the airfield area

• Color Digital with a .25-foot pixel resolution _ _

• Identification and mapping of obstruction obstacles for all of the VGRPS, VGPCS & VGPS surfaces

From the 1 =2000 aerial photography, IMC will produce:

• Limited landmark feature planimetric mapping outside of the airport area

• Color Digital Orthophotos with a 1 -foot pixel resolution

• Identification and mapping of obstruction obstacles for all of the VG surfaces

The flight missions will be conducted after September 23 when Runway 09-27 is scheduled to re-open.

What will be produced from

each orthophoto ... resolution,

planimetrics, off- airport data, etc.

Are there any existing construction projects or other airfield issues that

might impact the timing of the imagery collection?

Obstruction Survey and Airport Airspace Analysis

IMC will conduct a vertically guided (VG) surface analysis for all existing runways. IMC will conduct an obstruction survey (OS) and an airport airspace analysis (AAA) in accordance with AC 150/5300-16A, -17B. and - 13B. IMC will comply with all reporting requirements in AC150/5300-18B section 2.6 while conducting the OS/AAA. IMC will coordinate with the Airport's FAA Airport Traffic Control Tower (ATCT) management and KXXX Operations for the flight mission and with the ATCT and FAA Technical Operations for access to NAVAID facilit ies.

Scope of Work Review

Include maps and graphics to clearly communicate the areas of interest

What runways will be treated as vertically-

guided?

Topographic Survey

IMC will generate 1-foot topographic contours for all of the maintained airfield area. The necessary mass points break lines, and supplemental random mass points will be collected in order to create a Digital Terrain Model (DTM) in Autodesk Civil 3D format.

Topographic data is expensive - clearly

delineate the expected coverage

Scope of Work Review

Define topographic deliverables

Collect Planimetric Data

IMC will use the photogrammetry as a source for planimetric data development, developing features where possible in accordance with the geometric rules defined in AC150/5300-1 SB section 3.4. Additionally, photogrammetry will be used to collect attributes that can be identified from imagery without requiring additional survey or other information. Refer to the attached spreadsheet for details of features and attributes that will be collected directly from pIanimetrics/photogramimetry.

Phase A1 Deliverables

A Statement of W ork A Survey and Quality Control Plan per AC 150/5300-1SA and -1 SB An Imagery Plan per AC 150/5300-1TB Project Status Report per AC 150/5300-1 SB Raw imagery will be submitted to NGS for review and approval Once the raw imagery has been approved by NGS, imagery will be submitted to the FAA Obstruction Survey/Airport Airspace Analysis will be submitted to the FAA An interim report at the conclusion of the Obstruction Analysis and Airport Airspace Analysis task Field Note Information and Data per AC 150/5300-1 SB Quarterly reports for the FAA Grant (KXXX will submit to FAA)

Address planimetrics -

and include an attached

spreadsheet for all features and attributes

Consider phasing the project and providing interim

deliverables

Scope of Work Review

Additional non-planimetric data (Level D) to be provided to IMC for incorporation into AGIS include: Coordinate grid area Fence/gate map and numbering system FAA lease area for parcels on Airport property SI DA maps High-jacking/bomb threat location maps Hazmat locations Sod area maps and numbering system Airport driveway maps and names Parking lot maps, names, and capacities Snow and ice map

Identify data that might be less accurate

IMC will not be held accountable for the accuracy of the non-planimetric data provided by the Airport or other data providers. Refer to the attached spreadsheet for details of features and attributes that will be collected from non-planimetric sources.

Convert Non-Planimetric Data to GIS Format

IMC will convert non-planimetric data into GIS format in compliance with the geometric rules defined in AC 150/5300-18B section 3.4. IMC will use a geodatabase to manage data converted to the required format, and will export data from that geodatabase for submittal to the FAA in the required format.

Phase A2 Deliverables

• An interim report at the conclusion of the Planimetric. Utility, and Cadastral feature collection • Field Note Information and Data per AC 150/5300-1 SB • Airport GIS data of the existing airport infrastructure as defined in AC 150/5300-1 SB will be submitted to

the FAA "

Phased Deliverables

Scope of Work Review

Final phase for the planning

work (surfaces) and proposed development -

no survey required here

Phase A3: Proposed Features, Design Surfaces, and eALP Submittal Using FAA Tools

In this phase of the program. IMC will incorporate the planned/proposed features identified on the currently approved Airport Layout Plan. IMC will prepare a base map of the proposed features in AutoCAD and then extract the data into GIS format. IMC will not be performing any planned improvements as part of this effort.

The data will be developed in accordance with the standards defined in AC150/5300-18B and then attributed as required by the FAA.

IMC will also develop the One-Engine Inoperative (OEI) surfaces for informational purposes only obstruction analysis will not be included for the OEI surfaces.

Upon conclusion of the data development. IMC will upload the planned data to the A-GIS for use in assembling the eALP. The eALP module currently has the five following standard sheets:

• The Future Airport Layout PI an • Runway End Protect

• Combined Property and Land Use Plan • Data Sheet • Airspace Plan

IMC will provide the Airport with six hard copies of the eALP output for review and submittal to the FAA.

Phase A3 Deliverables

• Airport GIS data of the proposed airport infrastructure, imaginary surfaces, and design parameters as defined in AC150/5300-18B will be submitted to the FAA ......

• An interim report at the conclusion of submittal of planned and design data . • An interim report at the conclusion of eALP assembly . • Project Final Report per AC150/5300-1 SB • Six hardcopy plots of the eALP output for FAA review and signature, • Six hardcopy plots of the FAR Part 77 Analysis.

If hardcopies are desired, be sure to address them

Scope of Work Review

Assumptions

KXXX will grant IMC with access to their account on the FAA A-GIS website and IMC will be designated as an authorized user on the account. Runway 9-27 will reopen no later than September 23. 2010. IMC will refer to FAA Advisory Circulars 150/5300-16A, -17B. and -1 SB for detailed guidance in carrying out the program. IMC will not be held accountable for changes to the advisory circulars or new regulatory guidance that may be published during the duration of the program. Project impacts associated with updates to the Advisory Circular will be evaluated and may require amending the scope and fee. Longer than planned duration Federal Aviation Administration and National Geodetic Survey reviews will not because for AEGOM's project to be considered behind schedule. Planned development will be provided by The XXX Airport from their currently approved Airport Layout Plan. The Airport will request a CADD version of the currently approved Airport Layout Plan from the consultant that produced the ALP. Imaginary and design surfaces will be incorporated manually rather than automatically generated by the A-GIS application. The survey information collected in this project will prevail in the event of discrepancies between the existing Airport Layout Plan (i.e. runway end coordinates, etc.) prepared by others and the information collected in this project. IMC will provide two days of orientation on the FAA:s website and GIS Hardware or hardware upgrades for KXXX are not included in this scope. Software or software upgrades for KXXX are not included in this scope An Airport Boundary Survey is not included in this task. IMC will utilize the Exhibit A from the Airport's currently approved ALP Set.

Important assumptions

• HW / SW • Website Management • Boundary Survey • Training • AC Changes

Others!

Scope of Work Review

Questions

W. Allen Brock, CP, GiSP, PLS abrock@imcmapping.com

www.imcmapping.com 770-826-1619

abrock@imcmapping.com

mailto:PBadr@imcmapping.com

Slide Number 1Slide Number 2Slide Number 3Slide Number 4Slide Number 5Slide Number 6Slide Number 7Slide Number 8Slide Number 9Slide Number 10Slide Number 11Slide Number 12Slide Number 13Slide Number 14Slide Number 15Slide Number 16Slide Number 17Slide Number 18Slide Number 19Slide Number 20Slide Number 21Slide Number 22Slide Number 23Slide Number 24Slide Number 25Slide Number 26Slide Number 27Questions