AEROTERM CARGO AREA D JOHN F. KENNEDY INTERNATIONAL …
Transcript of 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:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
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Cou
rt, P
urce
llville
, VA
2013
2, P
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: 703
.771
.984
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E X C E L S IO R
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DRS . O'MALLE
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0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
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FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X001.00
COVER SHEET /GENERAL NOTES
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
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1
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
F50A
F50A
1 2 3 4
ZZ
A
B
C
22 FT
8.16
22 FT8.1
6
22 FT8.1
6 22 FT
8.16 22 FT
8.16
22 FT8.16
22 FT8.83
22 FT8.83
22 FT8.83
22 FT
8.1622
FT9.33
22 FT9.3
3
22 FT9.33
FS
FS
22 FT
8.16
22 FT
4.1622 FT
6.1622 FT
8.1622 FT
8.1622 FT
8.1622
FT8.1622 FT
8.16
22 FT8.16
22 FT
8.16
22 FT
8.16
22 FT
4.16
11.2522 FT
11'-514"
9'-10
1 4"
20'-012"
26'-9
7 8"
12'
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
"(T
YP.)
11'-6"(TYP.)
F50A22 FT
4.16
22 FT
4.16
F50A
1
1.21.1
A.1
2.1
2 3
4342
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X002.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
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2FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
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MATCHLINE SHEET FDC-7
MA
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HL
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SH
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DC
-3
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-23
B-4
B-5
B-6
B-8
B-21
B-22
SCPT18-07
F60 F70
F180
F80AF60A
F80AF80A
F80
5 6 7 8
22 FT8.83 22 FT
8.83 22 FT
6.8322 FT
8.83
22 FT9.3
3
22 FT9.00 22
FT8.83
22 FT4.8
3
22 FT
4.1622 FT
4.16
22 FT
4.1622 FT
4.16
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
3
22'
5X013.00
3X012.00
4X012.00
2X012.00
9.9122 FT
9.0022 FT
9.0022 FT 9.00
22 FT
9.0022 FT
4X013.00
1X013.00
2X013.00
F60A
11'-6
"(T
YP.)
11'-6"(TYP.)
F50A
22 FT
4.16
22 FT
4.16
F50A
22 FT4.16
22 FT4.16
5 64 7 8 9 10 11 12 13
4544
8.8322 FT
9.9122 FT
9.0022 FT
3.3322 FT
3.3322 FT
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
ZZ
A
B
C
A.1
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X003.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
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. KE
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3FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-8
MA
TC
HL
INE
SH
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DC
-4
MA
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SH
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DC
-2
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-34
B-32
B-31
B-33
B-19
B-33
F60F60F60F60
F80AF80AF80AF80A
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22 FT
8.83 22 FT
8.83 22 FT
8.83 22 FT
8.83
22 FT9.33
22 FT
9.33 22 FT
9.33
22 FT
9.33
22 FT
4.1622 FT
4.16
22 FT
4.16
22 FT
4.16
22 FT
4.16
GENERALFLOOR
A.5/C-12.5/2011.2522 FT
3X012.00
4X012.00
2X012.00
8.8322 FT1
X013.00
11'-6
"(T
YP.)
11'-6"(TYP.)
F50A
22 FT
4.16
22 FT
4.16
F50A
22 FT
4.16
22 FT
4.16
14
10.8322 FT10
'-9"
(TYP
.)
10'-9"(TYP.)
3.3322 FT
3.3322 FT
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3.3322 FT
3.3322 FT
14'-1158"
14'-6
5 8"
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
ZZ
A
B
C
A.1
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X004.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
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CA
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NA
L A
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4FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-9
MA
TC
HL
INE
SH
EE
T F
DC
-5
MA
TC
HL
INE
SH
EE
T F
DC
-3
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-28
B-29
B-51B-63B-30
F60F60F60F60
F180
F80AF80AF80AF80AF80A
13 14 15 16 17
22 FT8.83
22 FT8.83
22 FT8.83
22 FT8.83
22 FT8.83
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT4.8
3
22 FT
4.1622 FT
4.1622 FT
4.16
A.5/C-12.5/20A.5/C-12.5/20
GEN
ERAL
FLO
OR
A.5/
C-12
.5/2
0
GEN
ERAL
FLO
OR
A.5/
C-12
.5/2
0
11.2522 FT
11.0022 FT
2X012.00
3X012.00
4X012.00
2X012.00
9.0022 FT
9.0022 FT
9.0022 FT
9.0022 FT
9.0022 FT
9.0022 FT 9.00
22 FT9.00
22 FT
9.0022 FT1
X013.002
X013.00
11'-6
"(T
YP.)
11'-6"(TYP.)
F50A
22 FT
4.16
22 FT
4.16
F50A
22 FT
4.16
22 FT
4.16
F50A
22 FT
4.16
22 FT
4.16
1715 16 18 19 20 2221 23 24 2625 27 2928
10.8322 FT10
'-9"
(TYP
.)
10'-9"(TYP.)
3.3322 FT 3.33
22 FT3.33
22 FT3.33
22 FT
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
15'-558"
14'-6
5 8"
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
ZZ
A
B
C
A.1
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X005.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
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A D
JOH
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. KE
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UN
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BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
5FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-10
MA
TC
HL
INE
SH
EE
T F
DC
-6
MA
TC
HL
INE
SH
EE
T F
DC
-4
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-53
F60F60F60F60
F80AF80AF80A
F50A F50AF50A
F50A
F50A F50A
18 19 20 21 22
ZZ
A
B
C
22 FT
4.16 22 FT
4.16
22 FT
4.16 22 FT
6.16
22 FT6.1
6
22 FT
8.83 22 FT
8.83 22 FT
8.83 22 FT
8.83
22 FT
6.16
22 FT
9.33 22 FT
9.33 22 FT
9.33 22 FT
9.33
22 FT8.16
FS
FS
22 FT8.1
6
22 FT8.16
22 FT6.16
22 FT
6.16
22 FT6.16
22 FT4.1622 FT
4.16
22 FT
4.1622 FT
4.16
22 FT
4.16
GENERALFLOOR
A.5/C-12.5/20
GEN
ERAL
FLO
OR
A.5/
C-12
.5/2
0G
ENER
ALFL
OO
RA.
5/C-
12.5
/20
11.2522 FT
10.8322 FT10
'-9"
(TYP
.)
10'-9"(TYP.)
9'-11"
11'
2X012.00
3X012.00
4X012.00
6X012.00
4.1622 FT9.00
22 FT8.8322 FT
9.0022 FT
9.0022 FT
9.0022 FT 9.00
22 FT2
X013.001
X013.00
F50AF80A
11'-6
"(T
YP.)
11'-6"(TYP.)
21.1 21.2 21.3
A.1
30 31 32 33 34 35 36 38 403937
41
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X006.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
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CO
UN
TY
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A N
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BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
6FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-11
MA
TC
HL
INE
SH
EE
T F
DC
-5
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-61
F60 F60 F60
F60 F60F50A
F50A
1 2 3 4
D
E
F
22 FT
8.16
22 FT9.33
22 FT9.3
3
22 FT9.33
22 FT9.3
3
22 FT9.3
3
22 FT9.3
322 FT
8.16
22 FT
8.16
22 FT
8.16
22 FT
8.16
22 FT
8.1622 FT
8.16
11.2522 FT
1X014.00
11'-0"(TYP.)
2X012.00
4X012.00
10.0822 FT
F60
11'-6
"(T
YP.)
11'-6"(TYP.)
GEN
ERAL
FLO
OR
E.5/
F-1/
1.5
E.5/F-1/1.5 GENERALFLOOR
10.8322 FT10
'-9"
(TYP
.)
10'-9"(TYP.)
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X007.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
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NS
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TA
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UM
BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
7FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-2
MA
TC
HL
INE
SH
EE
T F
DC
-8
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-45
B-46
B-13
B-11
B-12
B-9
B-10
B-7
SCPT18-04
SCPT18-08
F60 F60
F60 F70
F50130
5 6 7 8
22 FT3.33
22 FT9.3
3
22 FT9.33
22 FT9.3
3
22 FT9.00
22 FT
7.83
22 FT
8.1622 FT
8.16
GENERALFLOOR D.5/F-7/15
10.8322 FT
11.2522 FT
10'-9
"(T
YP.)
10'-9"(TYP.)
APPROXIMATE SHORINGLINE FOR PROPOSED
STORM SEWER
APPROXIMATE EXISTINGSTORM SEWER (TO BEABANDONED)
BOND BREAKER/CASING FORFDC. EXTEND A MINIMUM OF 5'-0"
BELOW ZONE OF INFLUENCE PERDETAIL 5 ON SHEET X013.00
11'-0"(TYP.)
11'-0"(TYP.)
5X013.00
1
1X014.00
2X012.00
10.0822 FT
4X012.00
11'-6
"(T
YP.)
11'-6"(TYP.)
F50130
22 FT
7.83
F120280
4746
3.3322 FT
3.3322 FT
3.3322 FT
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
D
E
F
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X008.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
EE
NS
CO
UN
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YO
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TA
A N
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BE
R: Y
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0.07
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ER
NA
TIO
NA
L A
IRP
OR
T
8FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-3
MA
TC
HL
INE
SH
EE
T F
DC
-9
MA
TC
HL
INE
SH
EE
T F
DC
-7
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-17
B-14
B-18 B-35 B-36
B-38
SCPT18-09
F60 F60 F60 F60
F60 F60 F60 F60
9 10 11 12
APPROXIMATEMODULUS TESTLOCATION
22 FT7.33
22 FT7.3
3
22 FT9.3
3
22 FT7.33
22 FT9.3
322
FT9.3322
FT9.33
22 FT9.3
3
22 FT
8.1622 FT8.16
D.5/F-7/15D.5/F-7/15
11.2522 FT
GEN
ERAL
FLO
OR
D.5/
F-7/
15
APPROXIMATE EXISTINGSTORM SEWER (TO BEABANDONED)
11'-0"(TYP.)
15'-3716"
26'-1
018"
1X014.00
2X012.00
4X012.00
3.3322 FT
10.0822 FT
11'-6
"(T
YP.)
11'-6"(TYP.)51504948
57 58 59
52
10.8322 FT10
'-9"
(TYP
.)
10'-9"(TYP.)
3.3322 FT
3.3322 FT
3.3322 FT
3.3322 FT
3.3322 FT
15'-3716"
26'-1
018"
3.3322 FT
15'-3716"
26'-1
018"
3.3322 FT
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
D
E
F
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X009.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
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NS
CO
UN
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TA
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BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
9FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-4
MA
TC
HL
INE
SH
EE
T F
DC
-10
MA
TC
HL
INE
SH
EE
T F
DC
-8
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-37
B-39B-40
B-50
B-64
SCPT18-11
SCPT18-12
F60 F60 F60 F60
F60 F60 F60 F60F70
F140
13 14 15 16 17
22 FT4.83
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.3
3
22 FT8.1622 FT
8.16
GENERALFLOORD.5/F-7/15
10.8322 FT
11.2522 FT
22 FT9.00
10'-9
"(T
YP.)
10'-9"(TYP.)
11'-0"(TYP.)
11'-0"(TYP.)
1X014.00
2X012.00
4X012.00
10.0822 FT
11'-6
"(T
YP.)
11'-6"(TYP.)
53 54 55 56
3.3322 FT
3.3322 FT
3.3322 FT
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. IDD
E
F
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X010.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
EE
NS
CO
UN
TY
,N
EW
YO
RK
TA
A N
UM
BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
10FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND
MATCHLINE SHEET FDC-5
MA
TC
HL
INE
SH
EE
T F
DC
-11
MA
TC
HL
INE
SH
EE
T F
DC
-9
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
B-55
B-56
F60 F60 F60 F60
F60 F60 F60 F60
F50A
F60F60F60
F50A
18 19 20
21 22
D
E
F
G
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT8.16
22 FT4.16
22 FT9.33
22 FT9.33
22 FT9.33
22 FT9.33
22 FT8.16
22 FT9.33
22 FT9.33
22 FT9.33
22 FT4.16
FS
FS
22 FT8.16
22 FT4.16
22 FT4.16
22 FT8.1
6
22 FT8.1
6
22 FT8.16
22 FT
8.16
22 FT8.16
GEN
ERAL
FLO
OR
E/G
-21/
22
GENERALFLOOR
F/G-21/22
11.2522 FT
10.6622 FT
F50A
9'-6"
(TYP
.)
9'-6"(TYP.)
11'-0"(TYP.)
11'-0
"(T
YP.)
1X014.00
1X014.00
2X012.00
4X012.00
6X012.00
10.0822 FT
F50A
11'-6
"(T
YP.)
11'-6"(TYP.)
TYP. 16" Ø FULLDISPLACEMENT
COLUMN
BORINGLOCATION
NORTH
FULL DISPLACEMENTCOLUMN SHAFT LENGTH
BOTTOM-OF-FOOTINGELEVATION (FT, MSL)
FTG. MARK
## FT
###.#
#
FOOTINGSTEP
FS
SCPTLOCATION SCPT18-#
SLAB ZONEDELINEATOR
SLAB SUPPORT
VARIESREFER TO PLAN
VARI
ESRE
FER
TO P
LAN
###.#### FT
BOTTOM OF SLABELEVATION (FT, MSL)
FULLDISPLACEMENTCOLUMN SHAFTLENGTH
FOOTINGS WITHBOTTOM-OF-FOOTING
ELEVATION 5 FT, MSL ORLOWER. SEE DETAIL 3 ON
SHEET X012.00.
B-#
F#TYP. 12" Ø FULLDISPLACEMENT
COLUMN#
FTG. ID
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X011.00
FULLDISPLACEMENT COLUMN
LAYOUT - PLAN VIEW
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
EE
NS
CO
UN
TY
,N
EW
YO
RK
TA
A N
UM
BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
11FULL DISPLACEMENT COLUMN LAYOUT - PLAN VIEW1 SCALE: 3/32" = 1'
80 2 64 1612
PLAN KEY
LEGEND MATCHLINE SHEET FDC-6
MA
TC
HL
INE
SH
EE
T F
DC
-5
X007.00 X008.00 X009.00 X010.00 X011.00
X002.00 X003.00 X004.00 X005.00 X006.00
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
FULLDISPLACEMENTCOLUMN (FDC)
2'-6"
FOOTING TO BE SUPPORTED BYFULL DISPLACEMENT COLUMNS
1
1
EXCAVATIONS SHALL NOTENCROACH WITHIN THIS ZONE.EXCEPTIONS MUST BE APPROVEDBY GEOSTRUCTURES ON ACASE-BY-CASE BASIS.
SHAF
T LE
NGTH
VAR
IES
SEE
PLAN
FOOTING TO BESUPPORTED BY FULL
DISPLACEMENT COLUMNS
FULLDISPLACEMENTCOLUMN (FDC)
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.
SHAF
T LE
NGTH
FULLDISPLACEMENTCOLUMN (FDC)
EXTENDBOTTOM-OF-FOOTINGSTEP AS NECESSARY TOEXPOSE FULLDISPLACEMENTCOLUMNS
1'-0" MIN
TYP. FOOTING STEP TO BESUPPORTED BY FULL
DISPLACEMENT COLUMNS
SLAB TO BE SUPPORTEDBY FULL DISPLACEMENT
COLUMNS
SHAF
T LE
NGTH
VAR
IES
SEE
PLAN
FULLDISPLACEMENTCOLUMN (FDC)
3'-0" LTP(BY OTHERS)
3'-0"
LTP
9" GRAVEL PAD(BY OTHERS)
SHAF
T LE
NGTH
VAR
IES
SEE
PLAN
FULLDISPLACEMENTCOLUMN (FDC)
FOOTING TO BESUPPORTED BY FULL
DISPLACEMENT COLUMNS
BOTTOM-OF-FOOTING =ELEVATION 5.00 FEET OR LESS(SEE PLAN)
9"
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X012.00
DETAILS
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
EE
NS
CO
UN
TY
,N
EW
YO
RK
TA
A N
UM
BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
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
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
SLAB TO BE SUPPORTEDBY FULL DISPLACEMENT
COLUMNS
FULLDISPLACEMENTCOLUMN (FDC)
9"1'-
0"
1'-0"
SHAF
T LE
NGTH
VAR
IES
SEE
PLAN
FULLDISPLACEMENTCOLUMN (FDC)
LOAD TRANSFERPLATFORM (BY OTHERS)
8"2'-
6"
PIPE DIAMETERAND TYPE VARIES
2'-0" MIN.
1'-0"
MIN
.
1
1
SLAB TO BE SUPPORTEDBY FULL DISPLACEMENT
COLUMNSSLAB TO BE SUPPORTEDBY FULL DISPLACEMENTCOLUMNS
FULLDISPLACEMENTCOLUMN (FDC)
3'-0"
LTP
SLAB TO BE SUPPORTEDBY FULL DISPLACEMENTCOLUMNS
FULLDISPLACEMENTCOLUMN (FDC)
3'-0"
LTP
3'-0"
LTP
10"
3'-0"
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
ENCE
FULL DISPLACEMENTCOLUMN (FDC) (TYP.)
FOOTING TO BE SUPPORTEDBY FULL DISPLACEMENT
COLUMNS
MINIPILES & REINFORCEDCONCRETE CRADLE, SEECIVIL DRAWINGS
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X013.00
DETAILS
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
NN
ED
Y
QU
EE
NS
CO
UN
TY
,N
EW
YO
RK
TA
A N
UM
BE
R: Y
-907
0.07
INT
ER
NA
TIO
NA
L A
IRP
OR
T
13
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
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021
FINISHED GRADE
SHAF
T LE
NGTH
VAR
IES
SEE
PLAN
FULLDISPLACEMENTCOLUMN (FDC)
17"
4"6"
27"
DENSE GRADED AGGREGATEBASE COURSE
PLANT MIX MACADAM
PCC
SLAB TO BE SUPPORTEDBY FULL DISPLACEMENT
COLUMNS
FULLDISPLACEMENTCOLUMN (FDC)
1'-0"
BOTTOM-OF-FOOTINGELEVATION (SEE PLAN)
NOTES:1) COORDINATE ELEVATOR LOCATIONS WITHARCHITECTURAL DRAWINGS (TYP.)
3'-0"
LTP
3'-0"
LTP
F50A1 FDC
2'-6"5'-0"
2'-6"
5'-0"
F60/F60A1 FDC
F701 FDC
3'-0"6'-0"
3'-0"
6'-0"
3'-6"7'-0"
3'-6"
7'-0"
F801 FDC
4'-0"8'-0"
4'-0"
8'-0"
F80/F80A2 FDC'S
1'-11"6'-1"
8'-0"
1'-11
"6'-
1"8'-
0"
4'-2"13'-10"
4'-2"
13'-1
0"18
'-0"
18'-0"
F501302 FDC'S
2'-6"5'-0"
F702 FDC'S
F1804 FDC'S
1'-8"5'-4"
7'-0"
1'-8"5'-
4"7'-
0"
F1202804 FDC'S
3'-2"8'-10"
12'-0"
3'-2"
10'-5
"
28'-0
"
17'-7
"24
'-10"
2'-8"
10'-4
"13
'-0"
3'-7"5'-0"
2'-2"5'-
0"
F50AZZ-6.31 FDC
NOT FOR CONSTRUCTION
SHEET TITLE:
SHEET NUMBER:
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:
REV: DATE: COMMENT: BY:
PRO
JEC
T:
REV: DATE: COMMENT: BY:
OF
SUBMISSIONS
LOC
ATIO
N:
SEAL:
413
Brow
ning
Cou
rt, P
urce
llville
, VA
2013
2, P
hone
: 703
.771
.984
4
W
E X C E L S IO R
DE
A
DRS . O'MALLE
Y
0 8 2 2 6 0 - 1
ST
ATE 0F NEW Y0RK
L IC ENSED
PROFES SION A L ENGINEE
R
FOOTINGS, FOUNDATIONS, SLAB,GROUND IMPROVEMENT
X014.00
DETAILS
11052FDC
11052FDC_REV F
08/14/2020
JPTCEV
14
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
AE
RO
TE
RM
CA
RG
O A
RE
A D
JOH
N F
. KE
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Y
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TA
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BE
R: Y
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0.07
INT
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NA
TIO
NA
L A
IRP
OR
T
14
Scale: N.T.S.
AIRSIDE PLANE/AIRCRAFT PARKING DETAIL2
Scale: N.T.S.
ELEVATOR DETAIL3Scale: 3/16" = 1'
FULL DISPLACEMENT COLUMN FOOTING SUPPORT DETAILS1
DocuSign Envelope ID: 71C6976E-02E6-4590-B800-812CED24A0FD
10/1/2021