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ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants;...

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CRJ-200 CRJ-700 EMB-145 EMB-170 Q400 ERJ 195-100 B717-200 CRJ-200 CRJ-700 CRJ-900 JBT (FMC) B1200 PULL-2WS JBT (FMC) B1200 PULL-2WS WH WH MD90-30ER MD90-30ER A319 A319 A319 CFM-S A319 CFM-S A320 CFM-S A320 CFM-S A320-200 A320-200 MD-88 MD-88 B717-200 B717-200 B737-700 SSW B737-700 SSW B737-800 SSW B737-800 SSW CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER ERJ 145 LR/LU ERJ 145 LR/LU ERJ 145 XR ERJ 145 XR B737-900SSW B737-900SSW A321 CFM-S A321 CFM-S EMBRAER 170 LR/SU/SE EMBRAER 170 LR/SU/SE EMBRAER 175 EWT EMBRAER 175 EWT EMBRAER 190 LR EMBRAER 190 LR EMBRAER 195 LR EMBRAER 195 LR Q200 Q200 Q300 Q300 Q400 Q400 Bridge1 LL1 A B C D Bridge1 LL1 A B C D E MD90-30ER MD90-30ER MD-88 MD-88 A321 CFM-S A321 CFM-S A321-200 A321-200 B737-700 SSW B737-700 SSW B737-800 SSW B737-800 SSW B737-900SSW B737-900SSW EMBRAER 170 LR/SU/SE EMBRAER 170 LR/SU/SE EMBRAER 175 EWT EMBRAER 175 EWT EMBRAER 190 LR EMBRAER 190 LR EMBRAER 195 LR EMBRAER 195 LR CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER ERJ 145 LR/LU ERJ 145 LR/LU ERJ 145 XR ERJ 145 XR A319 A319 A319 CFM-S A319 CFM-S A320 CFM-S A320 CFM-S A320-200 A320-200 Q200 Q200 Q300 Q300 Q400 Q400 CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER ERJ 145 XR ERJ 145 XR LL1 A LL2 A LL3 A CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER A319 CFM-S A319 CFM-S A320 CFM-S A320 CFM-S A321 CFM-S A321 CFM-S B737-700 SSW B737-700 SSW B737-800 SSW B737-800 SSW EMBRAER 175 EWT EMBRAER 175 EWT MD-88 MD-88 MD90-30ER MD90-30ER CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER LL1 A B C D LL2 A B DC-9-51 DC-9-51 MD-88 MD-88 MD90-30ER MD90-30ER EMBRAER 175 EWT EMBRAER 175 EWT EMBRAER 195 LR EMBRAER 195 LR CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER Q300 Q300 CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER A319 A319 ERJ 145 XR ERJ 145 XR LL1 A B CRJ-200 CRJ-200 CRJ-700 CRJ-700 CRJ-900 ER CRJ-900 ER ERJ 145 XR ERJ 145 XR B4.2 B4.1 B3.2 B3.1 B2 B1.2 B1.1 A3 A2 A1 CONCOURSE A SNOW PLOW BUILDING TERMINAL BUILDING ARFF STATION 10 VAULT FUEL RAMP EXISTING SIDA LIMIT LINE A2 A3 HARDSTAND CONCOURSE B SHEET NUMBER PROJECT NO.: REVISIONS 1515 Fayetteville Regional Airport - Airline Terminal Improvements 400 Airport Road Fayetteville, North Carolina 28306 DATE: REVIEWED BY: DRAWN BY: © Legal Disclaimer: This document is intended to comply with the requirements of the American with Disabilities Act (ADA). However, Architects and Engineers are not licensed to interpret laws or give advice concerning laws. The Owner should have this document reviewed by his attorney to determine if it complies with ADA and other laws. A r c h i t e c t u r e TALBERT & BRIGHT Engineering & Planning Consultants 4810 Shelley Drive Wilmington, NC 28405 Phone: 910-763-5350 www.talbertandbright.com DESIGN ARCHITECT THE WILSON GROUP PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 TWGARCHITECTS.COM THE WILSON GROUP DESIGN ARCHITECT PO BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 TWGARCHITECTS.COM 654 Hay Street, Suite 4 Fayetteville, NC 28301 Phone: (910) 223-2186 gordonjohnsonarchitecture.com - Architect of Record - 1307 Carpers Farm Way Vienna, VA 22182 703-438-3648 (PH) 703-438-3518 (FX) [email protected] 100% SUBMISSION PB1.0 AGDA DM 03-23-2017 AIRCRAFT PARKING LAYOUT OVERALL PLAN PASSENGER LOADING BRIDGE SLOPE ANALYSIS NOTES: 1. PLB = PASSENGER LOADING BRIDGE; MSL = MEAN SEA LEVEL; AGL = ABOVE GROUND LEVEL 2. APRON ELEVATION AT PLB ROTUNDA GATE A1 AND GATE A2 = 185.0' MSL 3. APRON SLOPE: 1% FIRST 50-FT, 1/2% 50-FT AND BEYOND 4. APRON ELEVATION AT BOARDING DOOR IS PER SURVEY DATA PROVIDED 5. ASSUME CONCOURSE FINISH FLOOR ELEVATION = 194.19' MSL 6. ASSUME PASSENGERS GROUND LOAD AND UNLOAD FOR Q200, Q300 AND Q400, PAINTED PATHWAYS TO BE DEFINED DRAWING NOTES: 1. PROPOSED ULTIMATE AIRCRAFT PARKING LAYOUT 2. NEW CONCOURSE A ARCHITECTURAL FLOOR PLAN PROVIDED BY GORDON JOHNSON ARCHITECTURE, CAD FILE DISTRIBUTED APRIL 12, 2017 3. SURVEY FILE PROVIDED BY TALBERT AND BRIGHT USED FOR PASSENGER LOADING BRIDGE SLOPE ANALYSIS; ASSUMES APRON ELEVATION AT A1 AND A2 AS 185.0 MSL; CONCOURSE FINISHED FLOOR ELEVATION ASSUMED AS 194.19 MSL; APRON TO CONCOURSE FINISH FLOOR ASSUMED AS 9.19-FEET FOR PASSENGER LOADING BRIDGE SLOPE ANALYSIS 4. EXISTING GATE LAYOUT DEVELOPED BY DK CONSULTANTS; BASED ON JUNE 2015 AND APRIL 2012 LAYOUT DRAWINGS 5. ASSUME EXISTING GATES B1.2 THROUGH B4.2 TO REMAIN WITH NO CHANGES FOR ULTIMATE/FINAL AIRCRAFT PARKING LAYOUT 6. BASED ON RECENT PLANNING, NARROW BODY AIRCRAFT TO BE ADDED TO B4 POSITION; B4 TO ACCOMMODATE 2 REGIONAL JETS OR 1 NARROW BODY JET 7. EXISTING GATE B1.1 IS REMOVED AND APRON AREA IS USED FOR NEW GATE A1 8. NEW CONCOURSE A GATES ASSUMED A1, AND A2, AS SHOWN 9. GATE A3 IS EXISTING GATE A2, NO CHANGES TO GATE LAYOUT AT NEW A3 10. EXISTING HARDSTAND POSITION TO REMAIN, NO CHANGES TO GATE LAYOUT AT HARDSTAND 11. AIRCRAFT PARKING LAYOUT DEVELOPED TO POSITION BOARDING DOORS BASED ON MINIMUM REQUIRED LENGTH TO NOT EXCEED 1:12 SLOPE IN THE PASSENGER LOADING BRIDGE TUNNELS 12. AIRCRAFT PARKING LAYOUT DEVELOPED TO POSITION AIRCRAFT FUELING POINTS A MINIMUM OF 100-FEET FROM THE TERMINAL/CONCOURSE FACADE TO ADDRESS NFPA 415 13. PASSENGER LOADING BRIDGE SLOPE ANALYSIS AS SHOWN IN TABLES ON PB-1.0 14. PROPOSED PASSENGER LOADING BRIDGES: 14.1. NEW GATE A1, 3-TUNNEL APRON DRIVE, JBT A3 64/131 OR COMPARABLE 14.2. NEW GATE A2, 3-TUNNEL APRON DRIVE, JBT A3 64/131 OR COMPARABLE 0 20' 40' 40' GRAPHIC SCALE 1 1"=40'-0" AIRCRAFT PARKING LAYOUT - OVERALL PLAN VIEW Fayetteville Regional Airport - Airline Terminal Improvements - Part 1
Transcript
Page 1: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

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DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

6 5 4 H a y S t r e e t , S u i t e 4F a y e t t e v i l l e , N C 2 8 3 0 1P h o n e : ( 9 10 ) 2 2 3 - 2 18 6gordonjohnsonarch i t ecture .com

- Architect of Record -

1307 Carpers FarmWay

Vienna, VA 22182703-438-3648 (PH)703-438-3518 (FX)

[email protected]

100% SUBMISSION PB1.0

AGDADM

03-23-2017

AIRC

RAFT

PARK

ING

LAYO

UTOV

ERAL

L PLA

N

PASSENGER LOADING BRIDGE SLOPE ANALYSIS NOTES:

1. PLB = PASSENGER LOADING BRIDGE; MSL = MEAN SEA LEVEL; AGL = ABOVE GROUND LEVEL

2. APRON ELEVATION AT PLB ROTUNDA GATE A1 AND GATE A2 = 185.0' MSL

3. APRON SLOPE: 1% FIRST 50-FT, 1/2% 50-FT AND BEYOND

4. APRON ELEVATION AT BOARDING DOOR IS PER SURVEY DATA PROVIDED

5. ASSUME CONCOURSE FINISH FLOOR ELEVATION = 194.19' MSL

6. ASSUME PASSENGERS GROUND LOAD AND UNLOAD FOR Q200, Q300 AND Q400, PAINTED PATHWAYS TO BE

DEFINED

DRAWING NOTES:

1. PROPOSED ULTIMATE AIRCRAFT PARKING LAYOUT

2. NEW CONCOURSE A ARCHITECTURAL FLOOR PLAN PROVIDED BY GORDON JOHNSON ARCHITECTURE, CAD FILE

DISTRIBUTED APRIL 12, 2017

3. SURVEY FILE PROVIDED BY TALBERT AND BRIGHT USED FOR PASSENGER LOADING BRIDGE SLOPE ANALYSIS;

ASSUMES APRON ELEVATION AT A1 AND A2 AS 185.0 MSL; CONCOURSE FINISHED FLOOR ELEVATION ASSUMED

AS 194.19 MSL; APRON TO CONCOURSE FINISH FLOOR ASSUMED AS 9.19-FEET FOR PASSENGER LOADING BRIDGE

SLOPE ANALYSIS

4. EXISTING GATE LAYOUT DEVELOPED BY DK CONSULTANTS; BASED ON JUNE 2015 AND APRIL 2012 LAYOUT

DRAWINGS

5. ASSUME EXISTING GATES B1.2 THROUGH B4.2 TO REMAIN WITH NO CHANGES FOR ULTIMATE/FINAL AIRCRAFT

PARKING LAYOUT

6. BASED ON RECENT PLANNING, NARROW BODY AIRCRAFT TO BE ADDED TO B4 POSITION; B4 TO ACCOMMODATE 2

REGIONAL JETS OR 1 NARROW BODY JET

7. EXISTING GATE B1.1 IS REMOVED AND APRON AREA IS USED FOR NEW GATE A1

8. NEW CONCOURSE A GATES ASSUMED A1, AND A2, AS SHOWN

9. GATE A3 IS EXISTING GATE A2, NO CHANGES TO GATE LAYOUT AT NEW A3

10. EXISTING HARDSTAND POSITION TO REMAIN, NO CHANGES TO GATE LAYOUT AT HARDSTAND

11. AIRCRAFT PARKING LAYOUT DEVELOPED TO POSITION BOARDING DOORS BASED ON MINIMUM REQUIRED

LENGTH TO NOT EXCEED 1:12 SLOPE IN THE PASSENGER LOADING BRIDGE TUNNELS

12. AIRCRAFT PARKING LAYOUT DEVELOPED TO POSITION AIRCRAFT FUELING POINTS A MINIMUM OF 100-FEET FROM

THE TERMINAL/CONCOURSE FACADE TO ADDRESS NFPA 415

13. PASSENGER LOADING BRIDGE SLOPE ANALYSIS AS SHOWN IN TABLES ON PB-1.0

14. PROPOSED PASSENGER LOADING BRIDGES:

14.1. NEW GATE A1, 3-TUNNEL APRON DRIVE, JBT A3 64/131 OR COMPARABLE

14.2. NEW GATE A2, 3-TUNNEL APRON DRIVE, JBT A3 64/131 OR COMPARABLE

020'40' 40'

GRAPHIC SCALE1

1"=40'-0"

AIRCRAFT PARKING LAYOUT - OVERALL PLAN VIEW

Faye

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drawname:0,4
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time:2008-09-25-14-29-30
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product:AeroTURN
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FAMILY
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CONNECTOR
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SALES
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JANITOR
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FUTURE TSA
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CHECKPOING
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K1
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G125
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99
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185.14
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OLD CONCOURSE A OUTLINE
AutoCAD SHX Text
Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
Page 2: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

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SHEET NUMBER

PROJECT NO.:

REVISIONS

1515

Faye

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Term

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prove

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400 A

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Nort

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8306

DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

6 5 4 H a y S t r e e t , S u i t e 4F a y e t t e v i l l e , N C 2 8 3 0 1P h o n e : ( 9 10 ) 2 2 3 - 2 18 6gordonjohnsonarch i t ecture .com

- Architect of Record -

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Vienna, VA 22182703-438-3648 (PH)703-438-3518 (FX)

[email protected]

100% SUBMISSION PB1.1

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03-23-2017

AIRC

RAFT

PARK

ING

LAYO

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TAIL

PLAN

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1 & A

2

B2

B1.2

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CONCOURSE B

CONCOURSE A

TERMINAL

BUILDING

ARFF

STATION

10

VAULT

FUEL

A2

A3

HARDSTAND

025' 25'

GRAPHIC SCALE1

1"=25'-0"

AIRCRAFT PARKING LAYOUT - DETAIL PLAN VIEW

Faye

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Term

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prove

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- Part

1

AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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Q200
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Q200
AutoCAD SHX Text
Q300
AutoCAD SHX Text
Q300
AutoCAD SHX Text
FUEL
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FUEL
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version:1.1
AutoCAD SHX Text
vehicle:CRJ-900
AutoCAD SHX Text
group:BOMBARDIER
AutoCAD SHX Text
hatch:SOLID,0,4,0,5.00,0.00
AutoCAD SHX Text
pathUnits:inches
AutoCAD SHX Text
aircraftLock:1,80.000000
AutoCAD SHX Text
drawname:0,4
AutoCAD SHX Text
time:2008-09-25-14-29-30
AutoCAD SHX Text
display:1,1,1,1,1,0,0,0,1,1,0,0,0,0,0,1,1,1,1,1,0,1,1
AutoCAD SHX Text
color:6,8,8,8,2,2,3,4,8,1,3,4,4,4,4,3,6,6,3,1,1,3,5,1
AutoCAD SHX Text
style:3,4,4,4,0,0,0,0,3,4,0,0,0,0,0,0,0,0,0,0,0,0,0
AutoCAD SHX Text
fill:0,0
AutoCAD SHX Text
clearance:36.000,60.000,300.000,3.000
AutoCAD SHX Text
spacing:0,2.500
AutoCAD SHX Text
level:9,NAC-B19_CRJ-900
AutoCAD SHX Text
aircraft:N
AutoCAD SHX Text
product:AeroTURN
AutoCAD SHX Text
FUEL
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Q200
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Q200
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Q300
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Q300
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D
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H
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WV
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KITCHEN
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F104
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MECH.
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F106
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A1 BRIDGE
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VESTIBULE
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J102
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STAIR
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J103
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STAIR
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J105
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HOLDING
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J101
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J108
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FAMILY
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MEN
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E234
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CORRIDOR
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SALES
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TEMPORARY
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CHECKPOINT
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G124
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COVERED
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PORCH
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E235
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CONCOURSE A
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CORRIDOR
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F112
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H.D.
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H.D.
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FUTURE TSA
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CHECKPOING
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G103
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C1
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H1
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D1
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K1
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B1
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B2
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J1
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A2
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A1
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BAG
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LIFT
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J107
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BAG
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LIFT
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J106
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F1
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G1
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E1
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D2
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EXIT
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CORRIDOR
AutoCAD SHX Text
G125
AutoCAD SHX Text
99
AutoCAD SHX Text
185.14
AutoCAD SHX Text
Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
AutoCAD SHX Text
OLD CONCOURSE A OUTLINE
Page 3: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

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SHEET NUMBER

PROJECT NO.:

REVISIONS

1515

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

400 A

irport

Roa

dFa

yette

ville,

Nort

h Caro

lina 2

8306

DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

6 5 4 H a y S t r e e t , S u i t e 4F a y e t t e v i l l e , N C 2 8 3 0 1P h o n e : ( 9 10 ) 2 2 3 - 2 18 6gordonjohnsonarch i t ecture .com

- Architect of Record -

1307 Carpers FarmWay

Vienna, VA 22182703-438-3648 (PH)703-438-3518 (FX)

[email protected]

100% SUBMISSION PB2.1

AGDADM

03-23-2017

AIRC

RAFT

PARK

ING

LAYO

UTCO

NSTR

UCTI

ON PH

ASE 1

AND

2

B1.2

B1.1

CONCOURSE B

CONCOURSE A

TERMINAL

BUILDING

ARFF

STATION

10

VAULT

FUEL

HARDSTAND

A3

A2

SNOW

PLOW

BUILDING

RAMP

B2

B3.1

B3.2

B4.1

B4.2

CONSTRUCTION

ZONE

1

1"=40'-0"

AIRCRAFT PARKING LAYOUT - CONSTRUCTION PHASE 1 AND 2

020'40' 40'

GRAPHIC SCALE

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

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1

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CONNECTOR
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TEMPORARY
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CHECKPOING
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CORRIDOR
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Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
AutoCAD SHX Text
EXISTING B1.1 AIRCRAFT PARKING POSITION OUT OF SERVICE ERADICATE ALL APRON MARKINGS FOR B1.1
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EXISTING A3 AIRCRAFT PARKING POSITION OUT OF SERVICE ERADICATE ALL APRON MARKING FOR EXISTING A3
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EXISTING A2 AIRCRAFT PARKING POSITION OUT OF SERVICE
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EXISTING HARDSTAND AIRCRAFT PARKING POSITION OUT OF SERVICE
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B1.2 AIRCRAFT PARKING POSITION ADJUSTED, TO BE USED BY AMERICAN AIRLINES; FLEET MIX SHOWN: CRJ-2/7/9 NOTE - FINAL PARKING POSITION IN USE AFTER CONSTRUCTION REFER 1/PB2.3, 2/PB2.3
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B2 AIRCRAFT PARKING POSITION ADJUSTED, TO BE USE BY UNITED AIRLINES AND AMERICAN AIRLINES; GROUND LOADED - KCI RAMP FROM PBB TO APRON; FLEET MIX SHOWN: CRJ-2/7/9, Q200/300
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B4.2 AIRCRAFT PARKING POSITION NOT USED
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B4.1 AIRCRAFT PARKING POSITION NOT USED
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ALTERNATE AIRCRAFT PARKING POSITION USED BY DELTA AIRLINES; FLEET MIX SHOWN: A319, A320S, A321S, B737-700W, B737-800W, E170/175EWT, MD88/90, CRJ-2/7/9, Q200/400,
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EXISTING SIDA FENCE LINE
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AIRCRAFT DESIGN GROUP III TAXILANE CLEARANCE
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EXISTING TAXILANE CENTERLINE
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ALTERNATE AIRCRAFT PARKING POSITION LEAD-IN LINE
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NEW ALTERNATE AIRCRAFT PARKING POSITION SAFETY ENVELOP
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EXISTING TAXILANE CENTERLINE
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B3.2 AIRCRAFT PARKING POSITION, TO BE USE BY DELTA AIRLINES AND UNITED AIRLINES; FLEET MIX SHOWN: A319, DC9-50/88/90, EMB-170/175EWT/190/195, CRJ-2/7/9, Q 200300NOTE:Q200 AND Q300 Q200 AND Q300 ASSUMED TO GROUND LOAD
AutoCAD SHX Text
B3.1 AIRCRAFT PARKING POSITION ADJUSTED, TO BE USE BY UNITED AIRLINES AND AMERICAN AIRLINES; GROUND LOADED - KCI RAMP FROM PBB TO APRON; FLEET MIX SHOWN: CRJ-2/7, Q200/300
AutoCAD SHX Text
A3 58/110 ROTUNDA FFE = 12.1-FEET PBB EXTENDED TO KCI RAMP = APPROX. 55-FEET, CL OF ROTUNDA TO CL CAB PBB VERTICAL DROP = APPROX. 4.6-FEET CAB/SPACER HEIGHT ABOVE APRON = APPROX. 7.5-FEET
Page 4: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

C

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LL1

A

SHEET NUMBER

PROJECT NO.:

REVISIONS

1515

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

400 A

irport

Roa

dFa

yette

ville,

Nort

h Caro

lina 2

8306

DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

6 5 4 H a y S t r e e t , S u i t e 4F a y e t t e v i l l e , N C 2 8 3 0 1P h o n e : ( 9 10 ) 2 2 3 - 2 18 6gordonjohnsonarch i t ecture .com

- Architect of Record -

1307 Carpers FarmWay

Vienna, VA 22182703-438-3648 (PH)703-438-3518 (FX)

[email protected]

100% SUBMISSION PB2.2

AGDADM

03-23-2017

DIM

ENSI

ON PL

ANS F

ORTE

MPO

RARY

PARK

ING

POSI

TION

S DUR

ING

PHAS

ING

B1.2

B1.1

GRAPHIC SCALE

30'30' 15' 01

1"=30'-0"

B1.1 AND B1.2 APRON MARKING DEMO

B1.2

GRAPHIC SCALE

30'30' 15' 02

1"=30'-0"

B1.2 APRON MARKING DIMENSION PLAN

LEAD-IN LINE SAFETY ENVELOP LINE LENGTHS

B1.2

B1.2

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

- Part

1

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F106
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STAIR
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Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
AutoCAD SHX Text
B1.1 AND B1.2: ERADICATE ALL APRON MARKINGS TO INCLUDE LEAD-IN LINE, STOP BARS, AIRCRAFT SAFETY ENVELOP NOTE - B1.1 PARKING POSITION NO LONGER USED; B1.2 PARKING POSITION RE-ALIGNED
AutoCAD SHX Text
LEAD-IN LINE TO MATCH EXISTING LEAD-IN LINES, USE AIRPORT STANDARDS
AutoCAD SHX Text
AIRCRAFT SAFETY ENVELOP TO MATCH EXISTING AIRCRAFT SAFETY ENVELOPS, USE AIRPORT STANDARDS
AutoCAD SHX Text
LINE LENGTH SHOWN
AutoCAD SHX Text
STOP BAR MARKINGS: CR 2/7/9
AutoCAD SHX Text
NOTE: LEAD-IN LINE DIMENSIONED FROM NEARBY PANEL JOINTS
AutoCAD SHX Text
NOTE: AIRCRAFT SAFETY ENVELOP DIMENSIONED FROM LEAD-IN LINE
Page 5: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

LL1

A

B

LL2

A

B

SHEET NUMBER

PROJECT NO.:

REVISIONS

1515

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

400 A

irport

Roa

dFa

yette

ville,

Nort

h Caro

lina 2

8306

DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

6 5 4 H a y S t r e e t , S u i t e 4F a y e t t e v i l l e , N C 2 8 3 0 1P h o n e : ( 9 10 ) 2 2 3 - 2 18 6gordonjohnsonarch i t ecture .com

- Architect of Record -

1307 Carpers FarmWay

Vienna, VA 22182703-438-3648 (PH)703-438-3518 (FX)

[email protected]

100% SUBMISSION PB2.3

AGDADM

03-23-2017

DIM

ENSI

ON PL

ANS F

ORTE

MPO

RARY

PARK

ING

POSI

TION

S DUR

ING

PHAS

ING

GRAPHIC SCALE

30'30' 15' 01

1"=30'-0"

B2 AND B3.1 APRON MARKING DEMO

GRAPHIC SCALE

30'30' 15' 02

1"=30'-0"

B2 APRON MARKING DIMENSION PLAN

LEAD-IN LINE SAFETY ENVELOP LINE LENGTHS

GRAPHIC SCALE

30'30' 15' 03

1"=30'-0"

B3.1 APRON MARKING DIMENSION PLAN

LEAD-IN LINE SAFETY ENVELOP LINE LENGTHS STOP BAR DESIGNATION

NOT TO SCALE

STOP BAR DESIGNATION

NOT TO SCALE

B2

B3.1

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

- Part

1

AutoCAD SHX Text
Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
AutoCAD SHX Text
B2 AND B3.1: ERADICATE ALL APRON MARKINGS TO INCLUDE LEAD-IN LINE, STOP BARS, AIRCRAFT SAFETY ENVELOP NOTE - B2 and B3.1 PARKING POSITION RESTORED AFTER CONCOURSE A CONSTRUCTION PHASING
AutoCAD SHX Text
LEAD-IN LINE TO MATCH EXISTING LEAD-IN LINES, USE AIRPORT STANDARDS
AutoCAD SHX Text
AIRCRAFT SAFETY ENVELOP TO MATCH EXISTING AIRCRAFT SAFETY ENVELOPS, USE AIRPORT STANDARDS
AutoCAD SHX Text
LINE LENGTH SHOWN
AutoCAD SHX Text
NOTE: LEAD-IN LINE DIMENSIONED FROM NEARBY PANEL JOINTS
AutoCAD SHX Text
NOTE: AIRCRAFT SAFETY ENVELOP DIMENSIONED FROM LEAD-IN LINE
AutoCAD SHX Text
CR2/7/9
AutoCAD SHX Text
LEAD-LINE STOP BAR AND STOP BAR DESIGNATIONS TO MATCH EXISTING, USE AIRPORT STANDARDS
AutoCAD SHX Text
Q200/300
AutoCAD SHX Text
NO PBB DOCKING FOR Q200/300
AutoCAD SHX Text
LEAD-IN LINE TO MATCH EXISTING LEAD-IN LINES, USE AIRPORT STANDARDS
AutoCAD SHX Text
NOTE: LEAD-IN LINE DIMENSIONED FROM NEARBY PANEL JOINTS
AutoCAD SHX Text
AIRCRAFT SAFETY ENVELOP TO MATCH EXISTING AIRCRAFT SAFETY ENVELOPS, USE AIRPORT STANDARDS
AutoCAD SHX Text
NOTE: AIRCRAFT SAFETY ENVELOP DIMENSIONED FROM LEAD-IN LINE
AutoCAD SHX Text
CR2/7/9
AutoCAD SHX Text
LEAD-LINE STOP BAR AND STOP BAR DESIGNATIONS TO MATCH EXISTING, USE AIRPORT STANDARDS
AutoCAD SHX Text
Q200/300
AutoCAD SHX Text
NO PBB DOCKING FOR Q200/300
AutoCAD SHX Text
LINE LENGTH SHOWN
Page 6: ERJ 195-100 - Gordon Johnson Architecture · 4.existing gate layout developed by dk consultants; based on june 2015 and april 2012 layout drawings 5.assume existing gates b1.2 through

LL1

A

B

C

D

B

r

i

d

g

e

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C

D

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r

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D

E

LL1

A

B

C

D

E

LL1

A

B

C

D

E

SHEET NUMBER

PROJECT NO.:

REVISIONS

1515

Faye

ttevil

le Re

giona

l Airp

ort - A

irline

Term

inal Im

prove

ments

400 A

irport

Roa

dFa

yette

ville,

Nort

h Caro

lina 2

8306

DATE:REVIEWED BY:DRAWN BY:

©

Legal Disclaimer:This document is intended to comply with the requirements of theAmerican with Disabilities Act (ADA). However, Architects and

Engineers are not licensed to interpret laws or give advice concerninglaws. The Owner should have this document reviewed by his attorney

to determine if it complies with ADA and other laws.

A r c h i t e c t u r e

T A L B E R T& B R I G H TE n g i n e e r i n g &Planning Consultants

4 8 1 0 S h e l l e y D r i v eWilmington , NC 28405P h o n e : 9 1 0 - 7 6 3 - 5 3 5 0www.talbertandbright.com

DESIGN ARCHITECT

THE WILSON GROUP

PO BOX 5510

CHARLOTTE, NC 28299

(704) 331-9747

TWGARCHITECTS.COM

THE WILSON GROUP

DESIGN ARCHITECT

PO BOX 5510

CHARLOTTE, NC 28299

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TWGARCHITECTS.COM

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AGDADM

03-23-2017

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STOP BAR DESIGNATION

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GRAPHIC SCALE

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A1 BRIDGE
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J102
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STAIR
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J103
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STAIR
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J104
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A2 BRIDGE
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VESTIBULE
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J105
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ELEVATOR
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J001
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HOLDING
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J101
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LOWER
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J103
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J104
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VESTIBULE
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J105
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ELEVATOR
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J001
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HOLDING
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J101
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J111
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LOWER
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J107
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BAG
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J106
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F1
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G1
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A1 BRIDGE
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VESTIBULE
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J102
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STAIR
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J103
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STAIR
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J104
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A2 BRIDGE
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VESTIBULE
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J105
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ELEVATOR
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J001
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HOLDING
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J101
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J111
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LOWER
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VESTIBULE
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H105
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H.D.
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C1
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F1
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G1
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STAIR
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J104
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A2 BRIDGE
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VESTIBULE
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J105
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ELEVATOR
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J001
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LOWER
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VESTIBULE
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H105
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BAG
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LIFT
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J106
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F1
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G1
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STAIR
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J104
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A2 BRIDGE
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VESTIBULE
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J105
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ELEVATOR
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J001
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LOWER
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VESTIBULE
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H105
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BAG
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LIFT
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J106
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F1
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G1
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STAIR
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J104
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A2 BRIDGE
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VESTIBULE
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J105
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ELEVATOR
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J001
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LOWER
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VESTIBULE
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H105
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BAG
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LIFT
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Copyright 2016 Reproduction or publication of this document is not permitted without the expressed consent of the above.
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NOTE: LEAD-IN LINE DIMENSIONED FROM NEARBY PANEL JOINTS
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LEAD-IN LINE TO MATCH EXISTING LEAD-IN LINES, USE AIRPORT STANDARDS
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AIRCRAFT SAFETY ENVELOP TO MATCH EXISTING AIRCRAFT SAFETY ENVELOPS, USE AIRPORT STANDARDS
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LINE LENGTH SHOWN
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MD88, MD90
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737-7/8/9, CR2/7/9, ERJ145 EMB170/175/190/195
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A319S/320S/321S, B717
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LEAD-LINE STOP BAR AND STOP BAR DESIGNATIONS TO MATCH EXISTING, USE AIRPORT STANDARDS
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NOTE: LEAD-IN LINE DIMENSIONED FROM NEARBY PANEL JOINTS
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LEAD-IN LINE TO MATCH EXISTING LEAD-IN LINES, USE AIRPORT STANDARDS
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Q200/300/400
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NO PBB DOCKING FOR Q200/300/400
AutoCAD SHX Text
AIRCRAFT SAFETY ENVELOP TO MATCH EXISTING AIRCRAFT SAFETY ENVELOPS, USE AIRPORT STANDARDS
AutoCAD SHX Text
MD88, MD90
AutoCAD SHX Text
LEAD-LINE STOP BAR AND STOP BAR DESIGNATIONS TO MATCH EXISTING, USE AIRPORT STANDARDS
AutoCAD SHX Text
A321S, B717, B737-7/8/9, EMB170/175/190/195
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A319S/320S
AutoCAD SHX Text
Q200/300/400
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NO PBB DOCKING FOR Q200/300/400
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LINE LENGTH SHOWN FINAL AIRCRAFT PARKING POSITION
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CRJ2/7/9, EMB145,

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