AEROTERM CARGO AREA D JOHN F. KENNEDY INTERNATIONAL …

NOT FOR CONSTRUCTION

SHEET TITLE:

SHEET NUMBER:

PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:

REV: DATE: COMMENT: BY:

SUBMISSIONS

llville

E X C E L S IO R

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0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

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PROFES SION A L ENGINEE

FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT

X001.00

COVER SHEET /GENERAL NOTES

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

NFC 08/14/2020 REVIEWSET CEV

B 09/04/2020 PER DESIGNREVIEW COMMENTS CEV

C 09/14/2020 100% QADSUBMISSION CEV

D 10/28/2020 ISSUEDFOR PERMIT CEV

E 11/09/2020 ISSUEDFOR PERMIT CEV

F 10/01/2021 ISSUEDFOR PERMIT CEV/KSL

AS SHOWN

AEROTERM CARGO AREA DJOHN F. KENNEDY

INTERNATIONAL AIRPORTQUEENS COUNTY, NEW YORK

SHEET INDEXSHEET NO. DESCRIPTION

X-001.00 COVER SHEET / GENERAL NOTESX-002.00 TO X-011.00 FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEWX-012.00 TO X-014.00 DETAILS

DESIGN PARAMETERS

CALCULATIONS: "DESIGN CALCULATIONS FULL DISPLACEMENTCOLUMN FOUNDATION SUPPORT SYSTEM"REVISION E, DATED OCTOBER 1, 2021

FULL DISPLACEMENT COLUMN DIAMETER: 12 INCHES & 16 INCHES (IN) SHAFTFULL DISPLACEMENT COLUMN LENGTH: VARIESFULL DISPLACEMENT COLUMN CAPACITY: 95 KIPS (12 IN), 150 KIPS (16 IN)LOAD TEST LOCATION: BORING B-14 AREAALLOWABLE COMPOSITEBEARING PRESSURE: 5.0 KSFMAX. FOOTING SETTLEMENT: 1.0 INCHMAX. DIFFERENTIAL FOOTINGSETTLEMENT (ADJACENT COLUMNS): 0.5 INCHES

1. BORING LOCATIONS ARE SHOWN FOR INFORMATION ONLY AND ARE APPROXIMATELOCATIONS TAKEN FROM THE ABOVE-REFERENCED REPORT. SEE THE BORINGLOGS INCLUDED IN THE ABOVE-REFERENCED REPORT. GEOSTRUCTURES, INC.SHALL BE NOTIFIED IMMEDIATELY IF SUBSURFACE OR SITE CONDITIONS VARYFROM THOSE USED FOR DESIGN.

2. FOOTING LOCATIONS AND ORIENTATIONS SHOWN ON THESE PLANS ARE FORINFORMATION ONLY. GEOSTRUCTURES, INC. ACCEPTS NO RESPONSIBILITY FORLOCATIONS OR DIMENSIONS OF FOOTINGS SHOWN ON THESE PLANS.GEOSTRUCTURES, INC. SHALL BE NOTIFIED IMMEDIATELY IF INFORMATION ONTHESE PLANS OR STRUCTURAL LOADS CONFLICTS WITH STRUCTURAL ORARCHITECTURAL DRAWINGS.

3. THE FDC GROUND IMPROVEMENT SYSTEM HAS BEEN DESIGNED TO CONTROLSETTLEMENTS UNDER THE APPLIED FOOTING CONTACT PRESSURES RESULTINGFROM THE STRUCTURE LOADS ON THE FOOTINGS AND FOOTING SIZES PROVIDED(REFER TO DESIGN CALCULATIONS). THESE APPLIED CONTACT PRESSURES MAY BELESS THAN THE ALLOWABLE BEARING PRESSURE USED FOR STRUCTURAL DESIGNOF THE FOOTINGS. FOOTING CONTACT PRESSURES SHALL NOT BE INCREASEDWITHOUT A COMMENSURATE REVIEW/REVISION OF THE FDC DESIGN.

CONSTRUCTION NOTES:

FULL DISPLACEMENT COLUMN FOUNDATIONS

1. FULL DISPLACEMENT COLUMNS (FDC) SHALL BE INSTALLED IN THE FIELD WITHIN 6INCHES OF LOCATIONS SHOWN ON THESE PLANS. SEE DETAIL 2 ON SHEET X012.00 FORVERTICAL CLEARANCE.

2. FDC DESIGN SHALL BE CONFIRMED BY FULL-SCALE FOOTING LOAD TESTS PERFORMEDAT THE SITE IN GENERAL ACCORDANCE WITH ASTM D 1194 / D1143.

3. PRODUCTION FDC'S SHALL NOT BE INSTALLED PRIOR TO PERFORMING AND ACCEPTINGTHE RESULTS OF THE FULL-SCALE LOAD TESTS, UNLESS APPROVED BYGEOSTRUCTURES, INC.

4. A QUALIFIED, FULL-TIME QUALITY CONTROL (QC) REPRESENTATIVE PROVIDED BY THEFDC INSTALLER (INSTALLER) SHALL BE RESPONSIBLE FOR INSTALLATION OF THE FDC'S INACCORDANCE WITH THE DESIGN, AND SHALL REPORT ALL FDC CONSTRUCTIONACTIVITIES TO GEOSTRUCTURES, INC. IF AUTHORIZED BY THE OWNER, THE QCREPRESENTATIVE SHALL COORDINATE QC ACTIVITIES WITH THE TESTING AGENCY HIREDBY THE OWNER. THE TESTING AGENCY SHALL NOT DIRECT FDC INSTALLATIONPROCEDURES.

5. FULL DISPLACEMENT COLUMNS SHALL BE ACCEPTED BASED ON THE FOLLOWINGCRITERIA UNLESS OTHERWISE APPROVED IN WRITING BY GEOSTRUCTURES, INC.:

A. FULL DISPLACEMENT COLUMNS TO BE INSTALLED TO THE INSTALLATION CRITERIADEVELOPED FROM A PASSING LOAD TEST.

B. THE GROUT MIX DESIGN SHALL PRODUCE A MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI. THE GROUT MIX DESIGN SHALL BE PRE-APPROVED BY GEOSTRUCTURES,INC. AND SHALL DEMONSTRATE SUITABLE PERFORMANCE DURING LOAD TESTING.

6. FULL DISPLACEMENT COLUMNS NOT MEETING THE REQUIREMENTS DEFINED IN THEDESIGN AND LOAD TEST SHALL BE REINSTALLED TO MEET PROJECT REQUIREMENTSUNLESS OTHERWISE APPROVED IN WRITING BY GEOSTRUCTURES, INC.

7. FOOTING ELEVATIONS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANDSHALL BE REPORTED IN WRITING TO THE INSTALLER'S QC REPRESENTATIVE PRIOR TOINSTALLING FDC'S.

8. UTILITY LOCATIONS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.GEOSTRUCTURES, INC. SHOULD BE NOTIFIED OF ANY CONFLICTS WITH FDC LOCATIONSSHOWN ON THE PLANS. ALL EXISTING AND PROPOSED UTILITIES WITHIN AND ADJACENTTO THE PROPOSED BUILDING FOOTPRINT SHALL BE FIELD VERIFIED BY THE GENERALCONTRACTOR AND COORDINATED WITH THE FDC FOUNDATION INSTALLER BEFORE FDCINSTALLATION SHALL PROCEED.

9. FULL DISPLACEMENT COLUMNS ARE LOCATED AT THE CENTERLINE OF STRIP FOOTINGSUNLESS DIMENSIONED OTHERWISE.

10. ANY ENGINEERED FILL REQUIRED FOR THE PROJECT SHALL BE PLACED AND COMPACTEDIN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER OF RECORD'S (GER)REQUIREMENTS.

11. ALL SETTLEMENT AS A RESULT OF FILL PLACEMENT PRIOR TO AND AFTER FDCINSTALLATION SHALL BE COMPLETED AS DETERMINED BY THE GER.

12. ALL FDC'S SHALL EXTEND THROUGH FILL MATERIAL, AND THROUGH THE ORGANIC LAYERTO NATURAL SOIL.

13. FULL DISPLACEMENT COLUMNS THAT CANNOT BE INSTALLED TO THEIR PLANNEDBOTTOM OF FDC ELEVATIONS WILL BE EVALUATED AND DESIGN ADJUSTMENTS WILL BEMADE ON A CASE-BY-CASE BASIS.

CONCRETE FOOTING EXCAVATION PREPARATION

1. EXCAVATION AND SURFACE COMPACTION OF ALL FOOTING SUBGRADES SHALL BETHE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

2. OVEREXCAVATION BELOW THE BOTTOM OF THE FOOTING SHALL BE LIMITED TO 3INCHES. THIS INCLUDES LIMITING THE TEETH OF EXCAVATORS FROMOVEREXCAVATION BEYOND THREE INCHES BELOW THE FOOTING ELEVATION.

3. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN THE FOOTING EXCAVATIONSPRIOR TO CONCRETE PLACEMENT.

4. PRIOR TO PLACING FOOTING CONCRETE OR MUD MAT, THE FOOTING SUBGRADE ANDAGGREGATE PAD SHALL BE COMPACTED WITH A WALK-BEHIND IMPACT-TYPECOMPACTOR. COMPACTION SHALL BE PERFORMED OVER THE ENTIRE FOOTINGSUBGRADE TO COMPACT ANY LOOSE SURFACE SOIL AND LOOSE SURFACE PIERAGGREGATE.

5. THE TESTING AGENCY SHALL INSPECT EACH FOOTING SUBGRADE AND APPROVE IT INWRITING ON THE SAME DAY THAT THE CONCRETE OR MUD MAT IS PLACED IN THEFOOTING EXCAVATION. THE APPROVAL SHALL STATE THAT ALL FOOTING SUBGRADESINCLUDING MATRIX SOILS AND FULL DISPLACEMENT COLUMN TOPS HAVE NOT BEENOVEREXCAVATED MORE THAN 3 INCHES BELOW THE BOTTOM OF THE FOOTING, HAVEBEEN KEPT FREE OF WATER ACCUMULATION, AND HAVE BEEN COMPACTED WITH AWALK-BEHIND IMPACT-TYPE COMPACTOR ON THE SAME DAY THAT THE CONCRETE ORMUDMAT WAS PLACED.

6. FOOTING CONCRETE SHALL BE PLACED THE SAME DAY AS FOOTING EXCAVATIONSARE COMPLETED. IF IMMEDIATE PLACEMENT IS NOT POSSIBLE, THEN A MUD MATCONSISTING OF A 3-INCH MINIMUM THICKNESS OF LEAN CONCRETE SHALL BE PLACEDOVER THE FOOTING SUBGRADE.

7. FOOTING CONCRETE/MUD MAT SHALL BE PLACED DIRECTLY ON TOP OF COMPACTEDAGGREGATE PAD. FOOTINGS SHOULD BE WIDENED AS NECESSARY TO COVER ENTIREFDC WITH FOOTING CONRETE/MUD MAT.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MEASURING TOP-OF-FOOTINGELEVATIONS TO ACCURACY OF 1/8-INCH. MEASUREMENTS SHALL BE TAKEN BY ALICENSED PROFESSIONAL SURVEYOR BEFORE LOADS ARE APPLIED TO THEFOOTINGS.

9. FOOTING STEP LOCATIONS SHALL BE COORDINATED WITH THE FULL DISPLACEMENTCOLUMN ELEMENTS.

10. ANY SETTLEMENT AS A RESULT OF FINAL GRADING SHALL BE COMPLETE PRIOR TOSLAB INSTALLATION.

11. ALL SOIL HANDLING, PLACEMENT, DISPOSAL, REPORTING AND OTHER ACTIVITIESSHALL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THEENVIRONMENTAL MANAGEMENT PLAN.

FULL DISPLACEMENT COLUMNS INSTALLATIONPROCEDURES

1. THE GROUT MIX DESIGN SHALL PRODUCE A MINIMUM COMPRESSIVE STRENGTH OF4,000 PSI. THE GROUT MIX DESIGN SHALL BE PRE-APPROVED BY GEOSTRUCTURES,INC. AND SHALL DEMONSTRATE SUITABLE PERFORMANCE DURING LOAD TESTING.ONE 3-DAY AND ONE 7-DAY UNCONFINED COMPRESSIVE STRENGTH TEST SHALL BEPERFORMED ON SAMPLES RETRIEVED DURING THE INSTALLATION OF THE LOADTEST PIER. ONE 3-DAY AND ONE 7-DAY SAMPLE SHALL ALSO BE TESTED PER WEEKOF PRODUCTION.

2. FULL DISPLACEMENT COLUMNS (FDC) SHALL BE ADVANCED USING A SPECIALLYDESIGNED FULL DISPLACING AUGER STRIKE. THE HOLLOW-SHAFT AUGER SHALL BECAPABLE OF DELIVERING GROUT INTO THE SOIL CAVITY AS THE AUGER ISWITHDRAWN. THE FULL SCALE FOOTING LOAD TEST WILL BE CONDUCTED INACCORDANCE WITH ASTM D 1194/ D 1143.

3. THE HOLLOW-SHAFT AUGER SHALL BE ADVANCED TO THE MEET THE INSTALLATIONCRITERIA AS DEVELOPED AFTER A PASSING LOAD TEST.

4. ONCE AT TERMINATION DEPTH, GROUT SHALL BE PUMPED INTO THE HOLLOW-SHAFTAUGER. THE HOLLOW-SHAFT AUGER SHALL THEN BE GRADUALLY RAISEDPERMITTING THE GROUT TO BE RELEASED INTO THE CAVITY.

5. THE TOP OF THE ELEMENT SHALL BE CONSTRUCTED AS DETERMINED BYGEOSTRUCTURES, INC. AND SHOWN IN THESE DRAWINGS.

6. CONCRETE MAY BE USED AS AN ALTERNATE TO GROUT PENDING APPROVAL BYGEOSTRUCTURES, INC.

DESIGN NOTES:

DESIGN INFORMATIONGEOTECHNICAL ENGINEER: LANGAN ENGINEERING & ENVIRONMENTAL SERVICESGEOTECHNICAL REPORT: "PHASE II GEOTECHNICAL INVESTIGATION REPORT,

AERO JFK II, LLC (AER), BUILDING 260/261 AIRSIDE, JOHNF. KENNEDY INTERNATIONAL AIRPORT," DATEDOCTOBER 2018"PHASE I GEOTECHNICAL INVESTIGATION REPORT, AEROJFK II, LLC (AER), BUILDING 260/261 AIRSIDE, JOHN F.KENNEDY INTERNATIONAL AIRPORT," DATED AUGUST2018, MODIFIED OCTOBER 2018"ENVIRONMENTAL MANAGEMENT PLAN FOR BUILDING260 CARGO D," PREPARED BY LANGAN, DATEDSEPTEMBER 2020.

STRUCTURAL ENGINEER: HARRISON-HAMNETT, P.C.STRUCTURAL PLANS: "JOHN F. KENNEDY INTERNATIONAL AIRPORT AEROTERM

CARGO AREA D," ISSUED FOR PERMIT, DATEDSEPTEMBER 30, 2020

STRUCTURAL LOADS: "S001 CODE SUMMARY AND GENERAL NOTES," DATEDSEPTEMBER 30, 2020

VICINITY MAPN.T.S.

GENERAL NOTES:

1. THIS WORK IS EXEMPT FROM ENERGY CODE COMPLIANCE.2. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW

YORK CITY BUILDING CODE, AND ANY OTHER APPLICABLE CODES ANDORDINANCES.

3. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE AND PAY FORALL LABOR, EQUIPMENT, TOOLS, MACHINERY, TRANSPORTATION, AND OTHERFACILITIES NECESSARY FOR THE PROPER EXECUTION OF THE WORK.

4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORAPPROVAL BEFORE START OF CONSTRUCTION.

LOAD TRANSFER PLATORM NOTES

1. LOAD TRANSFER PLATFORM SHALL CONSIST OF A 3-FOOT LAYER OF COMPACTED P-209STONE OR TYPE B STRUCTURAL FILL AS DEFINED BELOW:

2. LTP FILL SHALL BE PLACED IN LAYERS HAVING A MAXIMUM UNCOMPACTED LIFTTHICKNESS OF 10 INCHES.

3. EACH LTP LIFT SHALL BE COMPACTED IN THE PRESENCE OF A GEOTECHNICAL ENGINEERFAMILIAR WITH THE CONTENTS AND COMPACTION ACCEPTANCE CRITERIA OUTLINED INTHE GEOTECHNICAL REPORT.

4. FILL MATERIAL SHALL BE MAINTAINED, PLACED, AND COMPACTED AT ± 3 PERCENTAGEPOINTS OF THE OPTIMUM MOISTURE CONTENT.

SIEVE SIZE DESIGN RANGE (% BY WEIGHT)2-INCH (50 MM) 100

1.5-INCH (38 MM) 95 - 1001-INCH (25 MM) 70 - 9534-INCH (19 MM) 55 - 85

NO. 4 (4.75 MM) 30 - 60NO. 40 (0.45 MM) 10 - 30

NO. 200 (0.075 MM) 0 - 8

DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD

10/1/2021

B-47B-60B-48

B-25B-26

SCPT18-03

F60F60F60

F80AF80AF80AF50A

F50A F50A F50A

1 2 3 4

22 FT8.1

6 22 FT

8.16 22 FT

22 FT8.16

22 FT8.83

8.1622

FT9.33

22 FT9.3

22 FT9.33

4.1622 FT

6.1622 FT

8.1622 FT

8.1622

FT8.1622 FT

22 FT8.16

11.2522 FT

11'-514"

20'-012"

3X012.00

4X012.00

2X012.00

6X012.00

6.8322 FT

6.8322 FT 3

X012.00

9.0022 FT

8.8322 FT 2

X013.001

X013.00

11'-6"(TYP.)

F50A22 FT

1.21.1

TYP. 16" Ø FULLDISPLACEMENT

COLUMN

BORINGLOCATION

FULL DISPLACEMENTCOLUMN SHAFT LENGTH

BOTTOM-OF-FOOTINGELEVATION (FT, MSL)

FTG. MARK

FOOTINGSTEP

SCPTLOCATION SCPT18-#

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

BOTTOM OF SLABELEVATION (FT, MSL)

FULLDISPLACEMENTCOLUMN SHAFTLENGTH

FOOTINGS WITHBOTTOM-OF-FOOTING

ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON

SHEET X012.00.

F#TYP. 12" Ø FULLDISPLACEMENT

COLUMN#

FTG. ID

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X002.00

FULLDISPLACEMENT COLUMN

LAYOUT - PLAN VIEW

11052FDC

11052FDC_REV F

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JPTCEV

AS SHOWN

2FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'

80 2 64 1612

PLAN KEY

LEGEND

MATCHLINE SHEET FDC-7

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

SCPT18-07

F60 F70

F80AF60A

F80AF80A

5 6 7 8

22 FT8.83 22 FT

8.83 22 FT

6.8322 FT

22 FT9.3

22 FT9.00 22

FT8.83

22 FT4.8

4.1622 FT

11.2522 FT

APPROXIMATE EXISTINGSTORM SEWER (TO BEABANDONED)

APPROXIMATE SHORINGLINE FOR PROPOSED

STORM SEWER

BOND BREAKER/CASING FOR FDC.EXTEND A MINIMUM OF 5'-0"

BELOW ZONE OF INFLUENCE PERDETAIL 5 ON SHEET X013.00

22 FT6.8

5X013.00

3X012.00

4X012.00

2X012.00

9.9122 FT

9.0022 FT

9.0022 FT 9.00

9.0022 FT

4X013.00

1X013.00

2X013.00

11'-6"(TYP.)

22 FT4.16

5 64 7 8 9 10 11 12 13

8.8322 FT

9.9122 FT

9.0022 FT

3.3322 FT

15'-558"

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. ID

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AS SHOWN

80 2 64 1612

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LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

F60F60F60F60

F80AF80AF80AF80A

9 10 11 12

8.83 22 FT

22 FT9.33

9.33 22 FT

4.1622 FT

GENERALFLOOR

A.5/C-12.5/2011.2522 FT

3X012.00

4X012.00

2X012.00

8.8322 FT1

X013.00

11'-6"(TYP.)

10.8322 FT10

10'-9"(TYP.)

3.3322 FT

14'-1158"

15'-558"

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

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AS SHOWN

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LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

B-51B-63B-30

F60F60F60F60

F80AF80AF80AF80AF80A

13 14 15 16 17

22 FT8.83

22 FT9.33

22 FT4.8

4.1622 FT

A.5/C-12.5/20A.5/C-12.5/20

11.2522 FT

11.0022 FT

2X012.00

3X012.00

4X012.00

2X012.00

9.0022 FT

9.0022 FT 9.00

22 FT9.00

9.0022 FT1

X013.002

X013.00

11'-6"(TYP.)

1715 16 18 19 20 2221 23 24 2625 27 2928

10.8322 FT10

10'-9"(TYP.)

3.3322 FT 3.33

22 FT3.33

15'-558"

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

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LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

F60F60F60F60

F80AF80AF80A

F50A F50AF50A

F50A F50A

18 19 20 21 22

4.16 22 FT

22 FT6.1

8.83 22 FT

9.33 22 FT

22 FT8.16

22 FT8.1

22 FT8.16

22 FT6.16

22 FT4.1622 FT

4.1622 FT

GENERALFLOOR

A.5/C-12.5/20

11.2522 FT

10.8322 FT10

10'-9"(TYP.)

9'-11"

2X012.00

3X012.00

4X012.00

6X012.00

4.1622 FT9.00

22 FT8.8322 FT

9.0022 FT

9.0022 FT 9.00

22 FT2

X013.001

X013.00

F50AF80A

11'-6"(TYP.)

21.1 21.2 21.3

30 31 32 33 34 35 36 38 403937

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

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11052FDC

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AS SHOWN

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LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

F60 F60 F60

F60 F60F50A

1 2 3 4

22 FT9.33

22 FT9.3

22 FT9.33

22 FT9.3

322 FT

8.1622 FT

11.2522 FT

1X014.00

11'-0"(TYP.)

2X012.00

4X012.00

10.0822 FT

11'-6"(TYP.)

E.5/F-1/1.5 GENERALFLOOR

10.8322 FT10

10'-9"(TYP.)

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. ID

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LAYOUT - PLAN VIEW

11052FDC

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AS SHOWN

80 2 64 1612

PLAN KEY

LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

SCPT18-04

SCPT18-08

F60 F60

F60 F70

F50130

5 6 7 8

22 FT3.33

22 FT9.3

22 FT9.33

22 FT9.3

22 FT9.00

8.1622 FT

GENERALFLOOR D.5/F-7/15

10.8322 FT

11.2522 FT

10'-9"(TYP.)

APPROXIMATE SHORINGLINE FOR PROPOSED

STORM SEWER

BOND BREAKER/CASING FORFDC. EXTEND A MINIMUM OF 5'-0"

BELOW ZONE OF INFLUENCE PERDETAIL 5 ON SHEET X013.00

11'-0"(TYP.)

5X013.00

1X014.00

2X012.00

10.0822 FT

4X012.00

11'-6"(TYP.)

F50130

F120280

3.3322 FT

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. ID

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

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L IC ENSED

X008.00

LAYOUT - PLAN VIEW

11052FDC

11052FDC_REV F

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AS SHOWN

80 2 64 1612

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LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

B-18 B-35 B-36

SCPT18-09

F60 F60 F60 F60

9 10 11 12

APPROXIMATEMODULUS TESTLOCATION

22 FT7.33

22 FT7.3

22 FT9.3

22 FT7.33

22 FT9.3

FT9.3322

FT9.33

22 FT9.3

8.1622 FT8.16

D.5/F-7/15D.5/F-7/15

11.2522 FT

11'-0"(TYP.)

15'-3716"

1X014.00

2X012.00

4X012.00

3.3322 FT

10.0822 FT

11'-6"(TYP.)51504948

57 58 59

10.8322 FT10

10'-9"(TYP.)

3.3322 FT

15'-3716"

3.3322 FT

15'-3716"

3.3322 FT

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. ID

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X009.00

LAYOUT - PLAN VIEW

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

80 2 64 1612

PLAN KEY

LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

B-39B-40

SCPT18-11

SCPT18-12

F60 F60 F60 F60

F60 F60 F60 F60F70

13 14 15 16 17

22 FT4.83

22 FT9.33

22 FT9.3

22 FT8.1622 FT

GENERALFLOORD.5/F-7/15

10.8322 FT

11.2522 FT

22 FT9.00

10'-9"(TYP.)

11'-0"(TYP.)

1X014.00

2X012.00

4X012.00

10.0822 FT

11'-6"(TYP.)

53 54 55 56

3.3322 FT

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. IDD

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X010.00

LAYOUT - PLAN VIEW

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

80 2 64 1612

PLAN KEY

LEGEND

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

F60 F60 F60 F60

F60F60F60

18 19 20

22 FT9.33

22 FT8.16

22 FT4.16

22 FT9.33

22 FT8.16

22 FT9.33

22 FT4.16

22 FT8.16

22 FT4.16

22 FT8.1

22 FT8.16

GENERALFLOOR

F/G-21/22

11.2522 FT

10.6622 FT

9'-6"(TYP.)

11'-0"(TYP.)

1X014.00

2X012.00

4X012.00

6X012.00

10.0822 FT

11'-6"(TYP.)

COLUMN

BORINGLOCATION

FTG. MARK

FOOTINGSTEP

SLAB ZONEDELINEATOR

SLAB SUPPORT

VARIESREFER TO PLAN

###.#### FT

SHEET X012.00.

COLUMN#

FTG. ID

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X011.00

LAYOUT - PLAN VIEW

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

80 2 64 1612

PLAN KEY

LEGEND MATCHLINE SHEET FDC-6

X007.00 X008.00 X009.00 X010.00 X011.00

X002.00 X003.00 X004.00 X005.00 X006.00

10/1/2021

FULLDISPLACEMENTCOLUMN (FDC)

FOOTING TO BE SUPPORTED BYFULL DISPLACEMENT COLUMNS

EXCAVATIONS SHALL NOTENCROACH WITHIN THIS ZONE.EXCEPTIONS MUST BE APPROVEDBY GEOSTRUCTURES ON ACASE-BY-CASE BASIS.

FOOTING TO BESUPPORTED BY FULL

DISPLACEMENT COLUMNS

9" GRAVEL PAD(BY OTHERS)

BOTTOM-OF-FOOTINGELEVATION (SEE PLAN)9"

NOTE:FDC TOP ELEVATION SHALL BE 6 TO 12 INCHESBELOW BOTTOM-OF-FOOTING ELEVATION.

EXTENDBOTTOM-OF-FOOTINGSTEP AS NECESSARY TOEXPOSE FULLDISPLACEMENTCOLUMNS

1'-0" MIN

TYP. FOOTING STEP TO BESUPPORTED BY FULL

SLAB TO BE SUPPORTEDBY FULL DISPLACEMENT

COLUMNS

3'-0" LTP(BY OTHERS)

9" GRAVEL PAD(BY OTHERS)

FOOTING TO BESUPPORTED BY FULL

BOTTOM-OF-FOOTING =ELEVATION 5.00 FEET OR LESS(SEE PLAN)

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X012.00

DETAILS

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

12Scale: N.T.S.

ADJACENT EXCAVATION DETAIL4Scale: N.T.S.

TYPICAL FULL DISPLACEMENT COLUMN SLAB SUPPORT DETAIL3 Scale: N.T.S.

FULL DISPLACEMENT COLUMN FOOTING STEP SUPPORT DETAIL5

Scale: N.T.S.

TYPICAL FULL DISPLACEMENT COLUMN1 Scale: N.T.S.

TYPICAL FULL DISPLACEMENT COLUMN WHEN BOF ≤ 5.00 FT2

10/1/2021

COLUMNS

LOAD TRANSFERPLATFORM (BY OTHERS)

PIPE DIAMETERAND TYPE VARIES

2'-0" MIN.

COLUMNSSLAB TO BE SUPPORTEDBY FULL DISPLACEMENTCOLUMNS

SLAB TO BE SUPPORTEDBY FULL DISPLACEMENTCOLUMNS

EXISTING 7'-6" I.D. RCPINTERCEPTOR SEWERABANDONED IN PLACE

PROPOSED 7'-6" I.D. RCPINTERCEPTOR SEWER,SEE CIVIL DRAWINGS

BONDBREAKER/CASING

FOR COLUMNFOUNDATIONS.

EXTEND A MINIMUM5'-0" BELOW ZONE

OF INFLUENCE

ZONE OF INFLU

FULL DISPLACEMENTCOLUMN (FDC) (TYP.)

FOOTING TO BE SUPPORTEDBY FULL DISPLACEMENT

COLUMNS

MINIPILES & REINFORCEDCONCRETE CRADLE, SEECIVIL DRAWINGS

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X013.00

DETAILS

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

Scale: N.T.S.

PIT DETAIL4Scale: N.T.S.

UNDERSLAB UTILITY DETAIL3

Scale: N.T.S.

EDGE DETAIL 11

Scale: N.T.S.

EDGE DETAIL 22 Scale: N.T.S.

INTERCEPTOR SEWER DETAIL5

10/1/2021

FINISHED GRADE

DENSE GRADED AGGREGATEBASE COURSE

PLANT MIX MACADAM

COLUMNS

BOTTOM-OF-FOOTINGELEVATION (SEE PLAN)

NOTES:1) COORDINATE ELEVATOR LOCATIONS WITHARCHITECTURAL DRAWINGS (TYP.)

F50A1 FDC

2'-6"5'-0"

F60/F60A1 FDC

F701 FDC

3'-0"6'-0"

3'-6"7'-0"

F801 FDC

4'-0"8'-0"

F80/F80A2 FDC'S

1'-11"6'-1"

4'-2"13'-10"

18'-0"

F501302 FDC'S

2'-6"5'-0"

F702 FDC'S

F1804 FDC'S

1'-8"5'-4"

1'-8"5'-

F1202804 FDC'S

3'-2"8'-10"

12'-0"

3'-7"5'-0"

2'-2"5'-

F50AZZ-6.31 FDC

SHEET TITLE:

SHEET NUMBER:

SUBMISSIONS

llville

E X C E L S IO R

DRS . O'MALLE

0 8 2 2 6 0 - 1

ATE 0F NEW Y0RK

L IC ENSED

X014.00

DETAILS

11052FDC

11052FDC_REV F

08/14/2020

JPTCEV

AS SHOWN

Scale: N.T.S.

AIRSIDE PLANE/AIRCRAFT PARKING DETAIL2

Scale: N.T.S.

ELEVATOR DETAIL3Scale: 3/16" = 1'

FULL DISPLACEMENT COLUMN FOOTING SUPPORT DETAILS1

10/1/2021

AEROTERM CARGO AREA D JOHN F. KENNEDY INTERNATIONAL …

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