Amentment 0002 Attachment 3 - 697DCK-22-R-00280 063022 Response FWA Bid Questions 6-24-22.pdf

RESPONSE

Fort Wayne International Airport Runway 32 Localizer Antenna Installation Project Solicitation No. 697DCK‐22‐R‐00280

Bid Questions:

1. Per note 1.C on FWA‐D‐LOC32‐G003 runway 14/32 will be closed during the work. Will the airport close the runway or will the contractor be required to provide any Xs, barricades, etc?

No. The airport authority will be responsible for providing and setting up barricades.

2. Please provide a detailed GFM list. When will the GFM be on site?

An itemized list of the GFM material, other than what is indicated on the drawings and SOW, is not available at this time. For bidding purposes consider the items listed on drawing FWA‐LOC32‐Q800 to be the GFM material provided unless noted, referenced on other drawings, or referenced In the Statement of Work. The crated antenna is located at the airport.

3. Please confirm the gravel access road depth. Will it be 12” per detail D/C001 on plan sheet

FWA‐D‐L‐LOC32‐C004 or 6” per Statement of work 1.01.E.2?

12” is correct.

4. Please confirm that the contractor is to assemble the new LOC antenna vs being “Optional” per

FWA‐D‐LOC28‐Q800LOC?

Disregard all reference to Base Bid and Option Bid work. Assembly of the antenna is to be included in the proposal submitted.

5. The plans call for a 12pr#19 control cable to the LOC antenna. The statement of work 1.01 page

2 states 25pr#19. What type of control cable is required?

25‐pair control cable is required.

6. Please confirm that the EES around the shelter shown on FWA‐D‐LOC32‐C005 is existing and not a part of this project scope?

Correct.

7. Please provide some information on available survey control so that we can determine surveying cost.

See attached.

8. Plan page FWA‐D‐LOC32‐C001 calls for 36”x36”x36” quazite boxes. The SOW page 1 calls for

40”x40”x36”, please clarify.

The PB3636A36 Quazite hand hole (drawing C001, Note 7) true dimensions are 40”x40”.

Reference this part number for the proposal.

Dave Weber General Engineer Federal Aviation Administration Chicago Technical Support Center, AJW‐C22D 847‐489‐2043 (Office/Cell/Text) 8474892043@vtext.com (Cell/E‐mail) 847‐608‐5872 (Fax)

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92-16

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FWA A 2001

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NORTHWEST PERIMETER ROAD

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HWES

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OAD

FERGUSON ROAD

NORTHWEST PERIMETER ROAD

FERGUSON ROAD

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RUNWAY 9-27

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NWAY

5-

RUNWAY 14-32

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ATTITUDE DRIVE

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WINTERS ROAD

WEST COMPASS DRIVE

INANG APRONWEST GA

APRON

TERMINAL

TERMINAL

APRON

TAXIWAY Y

ARM/DEARM

APRON

AIR TRAFFIC CONTROL

TOWER (ATCT)

PUBLIC SAFETY

DEPARTMENT

PERIMETER SECURITY

FENCE (TYP.)

FBO

LINE 9-27

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LINE '14-32'

GLOBAL ROAD

AIR TRADE CENTER

NORTH

APRON

10 15 20 25 30 35 40 45 5050

BEGIN LINE 'C5'

P.O.T. STA. 10+00.00, LINE 'C5'

N = 2081761.86 E = 453489.01

STA. 18+00.00, LINE 'C5'

N = 2082317.17 E = 452913.14

BEGIN LINE 'C'

P.O.T. STA. 7+00.00, LINE 'C'

N = 2082052.11 E = 452725.61

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C'

END LINE 'C'

STA. 130+00.00, LINE 'C'

N = 2090744.90 E = 461405.08

BEGIN LINE 'C4'

P.O.T. STA. 10+00.00, LINE 'C4'

N = 2083938.60 E = 455587.99

STA. 18+00.00, LINE 'C4'

N = 2084493.60 E = 455011.83

STA. 18+00.00, LINE 'C3'

N = 2085950.39 E = 456416.58

BEGIN LINE 'C3'

P.O.T. STA. 10+00.00, LINE 'C3'

N = 2085395.09 E = 456992.45

STA. 10+00.00, 9-27

N = 2086557.52 E = 457276.47

BEGIN 9-27

P.O.T. STA. 50+01.48, 9-27

N = 2086572.81 E = 461277.93

LIN

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C'

INTERSECTION

P.O.T. STA. 40+62.39, LINE 'C' =

P.O.T. STA. 15+37.07, LINE 'C4'

N = 2084311.19 E = 455201.19

INTERSECTION

P.O.T. STA. 10+20.97, LINE 'C' =

P.O.T. STA. 17+51.00, LINE 'C5'

N = 2082283.16

E = 452948.41

INTERSECTION

P.O.T. STA. 60+86.00, LINE 'C' =

P.O.T. STA. 15+37.07, LINE 'C3'

N = 2085767.88 E = 456605.85

INTERSECTION

P.O.T. STA. 71+83.45, LINE 'C' =

P.O.T. STA. 10+91.15, 9-27

N = 2086557.87 E = 457367.62

L3

L2

L1

C2

C1

L4

LINE 'Y'

INTERSECTION

P.O.T. STA. 111+38.95, LINE 'C' =

P.O.T. STA. 155+14.25, Line Y N = 2089405.23 E = 460113.27

Curve Table: Alignments

CURVE #

C1

C2

RADIUS

3000.00

3000.00

LENGTH

624.52

624.52

CHORD DIRECTION

N49° 55' 18.87"E

N49° 55' 18.87"E

START POINT

NORTHING, EASTING

2083636.17, 454460.30

2083005.79, 453645.22

END POINT

NORTHING, EASTING)

2084037.52), 2084037.52

2083407.15), 2083407.15

Line Table: Alignments

LINE #

L1

L2

L3

L4

LENGTH

10314.16

408.35

1324.84

13296.28

DIRECTION

N43° 57' 29.49"E

N55° 53' 08.24"E

N43° 57' 29.49"E

N43° 57' 29.49"E

START POINT

NORTHING, EASTING

2084037.52, 454937.30

2083407.15, 454122.22

2082052.11, 452725.61

2081518.06, 453253.92

END POINT

NORTHING, EASTING

2091462.14, 2091462.14

2083636.17, 2083636.17

2083005.79, 2083005.79

2091089.34, 2091089.34

Designed By: Checked By:

Issue Date:

Designed By: Drawn By:

Project No: Scale:

06100905/26/20

SAM/CLS CK NSL

AS SHOWN

www.chacompanies.com

Union Station, 300 S. Meridian St.

Main: (317) 786-0461 Indianapolis, IN 46225

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AIRPORT AUTHORITY

FORT WAYNE-ALLEN COUNTY

Drawing No.:

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RECORD DRAWING

THIS RECORD DRAWING HAS BEEN PREPARED FROM

CONTRACTOR-PROVIDED AS-BUILT DRAWINGS -

ACCURACY OF DRAWING NOT VERIFIED BY CHA FIELD

SURVEY.

DECEMBER 2021

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SURVEY CONTROL DATA

POINT No. DESCRIPTION

STATE PLANE

COORDINATES

(NAD 83)

ELEVATION NAVD

(88)

92-16

NGS SECONDARY AIRPORT CONTROL STATION

(SACS)

N = 2083996.68 E = 456059.15 790.10

FWA A 2001

NGS PRIMARY AIRPORT CONTROL STATION

(PACS)

N = 2086114.51 E = 458217.36 796.20

LEGEND

NGS MONUMENT

N

GRAPHIC SCALE (FEET)

300 600 1200

TAXIWAY

C5

90°'

TAXILANE S

TAXILANE S1

TAXIWAY

C4

TAXIWAY

C3

TAXIWAY

C2TAXIWAY

'E'

90°'

90°'

SURVEY CONTROL NOTES

1. THIS PLAN CONTAINS BASIC REFERENCE LINE AND BENCHMARK GRADE CONTROL FROM WHICH THE

WORK IS TO BE BUILT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING THE CONTROL AND FURNISHING ANY ADDITIONAL STAKING AND MARKING NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL CONTROL AND WILL BE RESPONSIBLE FOR THE COST OF RESETTING ANY CONTROL DESTROYED OR DISTURBED DUE TO CONSTRUCTION OF THIS PROJECT.

2. PROJECT COORDINATES ARE BASED ON INDIANA STATE PLANE - INDIANA EAST AND THE NORTH AMERICAN DATUM 1983 (NAD83). PROJECT BENCHMARK ELEVATION IS BASED ON NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD88).

3. A COMBINED SCALE FACTOR OF 0.99995318 SHALL BE USED AT POINT FWA A 2001 FOR CONVERSION TO

GROUND COORDINATES.

CHA

Additional SACS monument located in this area