Addendum No.3 - Updated Specs and Drawings 0136.pdf

h:\prj\2022\fsb2022-130-00\08-submissions\07 - addendum no 3\narrative\nj ang f-16 mtc flight sim - aqrc 189015 addm no 3 - current.docx Page 1 of 4

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

ADDENDUM NO. 3

Date: November 5, 2025

To: ALL BIDDERS OF RECORD

From: Frankfurt-Short-Bruza Associates, P.C. (FSB)

5801 N. Broadway Ext., Suite 500 Oklahoma City, OK 73118

Subject: PN AQRC 189015 - NJ ANG F-16 MTC (FLIGHT SIMULATOR FACILITY), Atlantic City ANGB, New Jersey

FSB Project No.: FSB2022-130-00

NOTE: This Addendum forms a part of the Contract Documents and modifies the Original Documents dated May 15, 2025. Acknowledge receipt of this Addendum in the space provided on the Bid Form.

Failure to do so may subject the Bidder to disqualification.

ATTACHMENTS

Items in this addendum take precedence over the original bid documents. Items not specifically revised remain in effect. This addendum consists of (4) pages and the following attachments:

Specifications:

00 22 13.00 20 – SUPPLEMENTARY INSTRUCTIONS TO OFFERORS November 5, 2025

32 92 19 – SEEDING November 5, 2025

Drawings:

G-001 – COVER SHEET November 5, 2025

CS101 – CIVIL – SITE LAYOUT PLAN (BASE BID) November 5, 2025

CS102 – CIVIL – SITE LAYOUT PLAN (OPTIONAL LINE ITEMS – OLIS) November 5, 2025

CU101 – CIVIL – UTILITY LAYOUT PLAN (BASE BID) November 5, 2025

CU102 – CIVIL – UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS – OLIS) November 5, 2025

C-504 – CIVIL – SITE DETAILS – SHEET 1 November 5, 2025

SB502 – FOUNDATION DETAILS November 5, 2025

AE101 – FLOOR PLANS November 5, 2025

AE102 – MECHANICAL YARD SCREEN WALL PLAN AND DETAILS November 5, 2025

AE501 – SECTION DETAILS November 5, 2025

IF101 – FURNITURE AND EQUIPMENT PLAN November 5, 2025

FX401 – FIRE PROTECTION ENLARGED PLANS AND SECTIONS November 5, 2025

EL101 – ELECTRICAL INTERIOR LIGHTING November 5, 2025

ABF JV | Atkins / Black & Veatch / FSB

EP101 – GROUND FLOOR ELECTRICAL POWER PLAN November 5, 2025

EP102 – GROUND FLOOR MECHANICAL POWER PLAN November 5, 2025

EP600 – ONE-LINE DIAGRAMS November 5, 2025

EP700 – PANEL SCHEDULES November 5, 2025

EP703 – PANEL SCHEDULES November 5, 2025

EY101 – TELECOMMUNICATIONS SPECIAL SYSTEMS GROUND FLOOR PLAN November 5, 2025

MODIFICATIONS TO THE CONDITIONS OF THE CONTRACT

N/A.

MODIFICATIONS TO THE SPECIFICATIONS

ITEM 003.1-1 Refer to attached Specification Section 00 22 13.00 20 – SUPPLEMENTARY INSTRUCTIONS TO OFFE- RORS, Dated November 5, 2025:

1. Specification Section 00 22 13.00 20 is hereby revised and re-issued in its entirety. Replace Specification Section

00 22 13.00 20 dated May 15, 2025 with attached revised Specification Section 00 22 13.00 20 (Revision) dated November 5, 2025.

ITEM 003.1-2 Refer to attached Specification Section 32 92 19 – SEEDING, Dated November 5, 2025:

1. Specification Section 32 92 19 is hereby revised and re-issued in its entirety. Replace Specification Section 32 92

19 dated May 15, 2025 with attached revised Specification Section 32 92 19 (Revision) dated November 5, 2025.

JASON T.

HOLUBY

MODIFICATIONS TO THE DRAWINGS

ITEM 003.2-1 Refer to attached Drawing G-001 – COVER SHEET, (Revision) dated November 5, 2025:

1. Drawing G-001 is hereby revised and re-issued in its entirety. Replace Drawing G-001 dated May 15, 2025 with attached revised Drawing G-001 (Revision) dated November 5, 2025.

ITEM 003.2-2 Refer to attached Drawing CS101 – CIVIL – SITE LAYOUT PLAN (BASE BID), (Revision) dated November 5, 2025:

1. Drawing CS101 is hereby revised and re-issued in its entirety. Replace Drawing CS101 dated May 15, 2025 with attached revised Drawing CS101 (Revision) dated November 5, 2025.

ITEM 003.2-3 Refer to attached Drawing CS102 – CIVIL – SITE LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS), (Revision) dated November 5, 2025:

1. Drawing CS102 is hereby revised and re-issued in its entirety. Replace Drawing CS102 dated May 15, 2025 with attached revised Drawing CS102 (Revision) dated November 5, 2025.

ITEM 003.2-4 Refer to attached Drawing CU101 – CIVIL – UTILITY LAYOUT PLAN (BASE BID), (Revision) dated November 5, 2025:

1. Drawing CU101 is hereby revised and re-issued in its entirety. Replace Drawing CU101 dated July 22, 2025 with attached revised Drawing CU101 (Revision) dated November 5, 2025.

ITEM 003.2-5 Refer to attached Drawing CU102 – CIVIL – UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS – OLIS), (Revision) dated November 5, 2025:

1. Drawing CU102 is hereby revised and re-issued in its entirety. Replace Drawing CU102 dated July 22, 2025 with attached revised Drawing CU102 (Revision) dated November 5, 2025.

ITEM 003.2-6 Refer to attached Drawing C-504 – CIVIL – SITE DETAILS – SHEET 1, (Revision) dated November 5, 2025:

1. Drawing C-504 is hereby revised and re-issued in its entirety. Replace Drawing C-504 dated May 15, 2025 with attached revised Drawing C-504 (Revision) dated November 5, 2025.

ITEM 003.2-7 Refer to attached Drawing SB502 – FOUNDATION DETAILS, (Revision) dated November 5, 2025:

1. Drawing SB502 is hereby revised and re-issued in its entirety. Replace Drawing SB502 dated May 15, 2025 with attached revised Drawing SB502 (Revision) dated November 5, 2025.

ITEM 003.2-8 Refer to attached Drawing AE101 – FLOOR PLANS, (Revision) dated November 5, 2025:

1. Drawing AE101 is hereby revised and re-issued in its entirety. Replace Drawing AE101 dated July 22, 2025 (Addm

2) with attached revised Drawing AE101 (Revision) dated November 5, 2025.

ITEM 003.2-9 Refer to attached Drawing AE102 – MECHANICAL YARD SCREEN WALL PLAN AND DETAILS, (Revision) dated November 5, 2025:

1. Drawing AE102 is hereby revised and re-issued in its entirety. Replace Drawing AE102 dated May 15, 2025 with attached revised Drawing AE102 (Revision) dated November 5, 2025.

ITEM 003.2-10 Refer to attached Drawing AE501 – SECTION DETAILS, (Revision) dated November 5, 2025:

1. Drawing AE501 is hereby revised and re-issued in its entirety. Replace Drawing AE501 dated May 15, 2025 with attached revised Drawing AE501 (Revision) dated November 5, 2025.

ITEM 003.2-11 Refer to attached Drawing IF101 – FURNITURE AND EQUIPMENT PLAN, (Revision) dated November 5, 2025:

1. Drawing IF101 is hereby revised and re-issued in its entirety. Replace Drawing IF101 dated May 15, 2025 with attached revised Drawing IF101 (Revision) dated November 5, 2025.

ITEM 003.2-12 Refer to attached Drawing FX401 – FIRE PROTECTION ENLARGED PLANS AND SECTIONS, (Revision) Dated November 5, 2025:

1. Drawing FX401 is hereby revised and re-issued in its entirety. Replace Drawing FX401 dated May 15, 2025 with attached revised Drawing FX401 (Revision) dated November 5, 2025.

ITEM 003.2-13 Refer to attached Drawing EL101 – ELECTRICAL INTERIOR LIGHTING, (Revision) dated November 5, 2025:

1. Drawing EL101 is hereby revised and re-issued in its entirety. Replace Drawing EL101 dated May 15, 2025 with attached revised Drawing EL101 (Revision) dated November 5, 2025.

ITEM 003.2-14 Refer to attached Drawing EP101 – GROUND FLOOR ELECTRICAL POWER PLAN, (Revision) dated November 5, 2025:

1. Drawing EP101 is hereby revised and re-issued in its entirety. Replace Drawing EP101 dated May 15, 2025 with attached revised Drawing EP101 (Revision) dated November 5, 2025.

ITEM 003.2-15 Refer to attached Drawing EP102 – GROUND FLOOR MECHANICAL POWER PLAN, (Revision) dated November 5, 2025:

1. Drawing EP102 is hereby revised and re-issued in its entirety. Replace Drawing EP102 dated May 15, 2025 with attached revised Drawing EP102 (Revision) dated November 5, 2025.

ITEM 003.2-16 Refer to attached Drawing EP600 – ONE-LINE DIAGRAMS, (Revision) dated November 5, 2025:

1. Drawing EP600 is hereby revised and re-issued in its entirety. Replace Drawing EP600 dated May 15, 2025 with attached revised Drawing EP600 (Revision) dated November 5, 2025.

ITEM 003.2-17 Refer to attached Drawing EP700 – PANEL SCHEDULES, (Revision) dated November 5, 2025:

1. Drawing EP700 is hereby revised and re-issued in its entirety. Replace Drawing EP700 dated May 15, 2025 with attached revised Drawing EP700 (Revision) dated November 5, 2025.

ITEM 003.2-18 Refer to attached Drawing EP703 – PANEL SCHEDULES, (Revision) dated November 5, 2025:

1. Drawing EP703 is hereby revised and re-issued in its entirety. Replace Drawing EP703 dated May 15, 2025 with attached revised Drawing EP703 (Revision) dated November 5, 2025.

ITEM 003.2-19 Refer to attached Drawing EY101 – TELECOMMUNICATIONS SPECIAL SYSTEMS GROUND FLOOR PLAN, (Revision) dated November 5, 2025:

1. Drawing EY101 is hereby revised and re-issued in its entirety. Replace Drawing EY101 dated July 22, 2025 (Addm

2) with attached revised Drawing EY101 (Revision) dated November 5, 2025.

BIDDER RFI RESPONSES

N/A.

SUSTITUTION REQUESTS

N/A.

F-16 Mission Training Center (MTC) Atlantic City Air National Guard Base - Egg Harbor Township, NJ

Addendum No.3 Submission November 5, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Project Number: AQRC189015

NEW JERSEY AIR NATIONAL GUARD

- 177TH FIGHTER WING

A

N G

J V/

N J

- F lig ht S im ul at or

OPTION LINE ITEMS:

OLI #1: SITE DEMO, PROVIDE NEW BITUMINOUS &

CONCRETE PAVEMENTS AND STRIPING – WEST

PARKING AREA (42 SPACES).

OLI #2: RESURFACE AND RE-STRIPE BITUMINOUS

PARKING PAVEMENT AND PARKING LOT ISLANDS

CLEANUP - SOUTH PARKING AREA (66 SPACES).

OLI #3: PROVIDE ADDITIONAL MASONRY VENEER ON

BUILDING EXTERIOR - I.L.O. INSULATED METAL

WALL PANEL SYSTEM.

OLI #4: PROVIDE VERTICAL BUILDING ENTRY MONOLITH

(BASE BID: NO MONOLITH)

(ENTRY CANOPY TO REMAIN IN BASE BID)

OLI #5: MECHANICAL EQUIPMENT YARD: PROVIDE

MASONRY WALL (2 SEGMENTS ONLY) - I.L.O.

CHAIN-LINK FENCE WITH VISUAL SLATS.

OLI #6: PROVIDE CONCRETE SURFACE AT MECHANICAL

YARD - I.L.O 1 1/2" MAX COMPACTED ANGULAR

STONE GROUND COVER.

OLI #7: PROVIDE ILLUMINATED UNIT INSIGNIA SIGN AT

BUILDING EXTERIOR (BASE BID: NO INSIGNIA SIGN).

OLI #8: PROVIDE ADDITIONAL CONCRETE PAVEMENTS TO

SUPPORT SIMULATOR INSTALL (BASE BID: TURF

GRASS).

document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON T.

HOLUBY

TIENG

AI LING

21544 30821

Marcus A.

Prater

Murales

11/05/2025

11/5/2025 11/5/2025

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

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MECHANICAL YARD

FUTURE

F-35 EXPANSION

20.00'

33.00'

12.00'

25.00'

33.00'

33.00'

42.33' 5.00'

5.00'

20.33'44.00' 8.33'

68.85'

80.96'

106.64'

63.57'

9.22'

32.77' 27.77'

23.09'

15.43'

5.00'

151.18'

85.52'

44.00' 8.33'

FUTURE

F-35 EXPANSION

CANOPY

F-16 MTC

EARHART DR

33' ANTITERRORISM

UNOBSTRUCTED SPACE

CHAIN-LINK FENCE

WITH VISION SLATS

TYPE B

6" CURB

1 1/2" MAX COMPACTED

ANGULAR STONE

GROUND COVER

CONCRETE CURB

WITH COMPACTED

AGGREGATE FILL

SPLASH PAD

CURB STORM

INLETCURB STORM

INLET

STORM MANHOLE

LIMITS OF DISTURBANCE

STORM MANHOLE

TYPE A

ADA RAMP

FIRE PUMP

ENCLOSURE

FUTURE CHILLER

CH-02 CH-01

PAVEMENT

REPAIR FROM

UTILITY TRENCH

PAVEMENT

REPAIR FROM

UTILITY TRENCH

PAVEMENT

REPAIR FROM

UTILITY TRENCH

FIRE TRUCK ACCESS

GRAVEL ROAD

NO PARKING

ZONE STRIPPING

26.00'

CURB STORM

INLET

CHILLER PAD

CONCRETE SIDEWALK (TYP.)

UTILITY

TRANSFORMER PAD

CONCRETE

STOOP

FIRE DEPARTMENT

ENTRANCE PAD

TYPE B

6" CURB

TYPE B

6" CURB

STORM MANHOLE

STORM MANHOLE

STORM MANHOLE

STORM MANHOLE

PAVEMENT

REPAIR FROM

UTILITY TRENCH

TYPE B

ADA RAMP

UNDERGROUND

STORAGE

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

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54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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A1 SCALE:

CIVIL - SITE LAYOUT PLAN (BASE BID)

1"=20' 20' 40'0

SHEET KEYNOTES

GENERAL NOTES

X

LEGEND

CS101

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - SITE LAYOUT PLAN

(BASE BID)

LOD LIMITS OF DISTURBANCE

X X

D

SIDEWALK

SEEDING / NATIVE GRASS

MECHANICAL YARD

STORM DRAIN INLET

SANITARY SEWER MANHOLE

POLE MOUNTED PARKING LIGHTS

CHAIN-LINK FENCE WITH VISION

SLATS

D STORM MANHOLE

GRAVEL DRIVE FOR

FIRE TRUCK ACCESS

S

1. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.

2. MECHANICAL YARD. SEE MECHANICAL SHEETS FOR

REFERENCE.

3. CONCRETE CURB WITH COMPACTED AGGREGATE

FILL SPLASH PAD. SEE SHEET C-504 FOR DETAIL.

4. CANOPY. SEE STRUCTURAL SHEETS FOR

REFERENCE.

A. SEE SHEET GC100 FOR PROJECT LOCATION AND

VICINITY MAP.

B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE

PLAN.

C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

D. SEE SHEET V-101 FOR EXISTING CONDITIONS

PLAN.

E. SEE SHEET CD101 AND CD102 FOR DEMOLITION

PLANS.

F. SEE SHEET CU101 AND CU102 FOR UTILITY

LAYOUT PLANS.

G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT

PLANS.

H. SEE SHEET CG101 AND CG102 FOR SITE GRADING

AND DRAINAGE PLANS.

I. MILL AND OVERLAY OF EXISTING PARKING LOT IS

TO OCCUR AFTER UTILITY TRENCHING.

NOVEMBER 5, 2025

1 ADDENDUM NO. 3 11-05-2025

AROFESSONAL

J0SEPHo1e

ENGINEER

PEO94822

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OLI 1

OLI 2

MECHANICAL YARD

FUTURE

F-35 EXPANSION

BASE BID CANOPY

F-16 MTC

EARHART DR

PARKING LOT

EXISTING ISLANDS

(TO REMAIN)

PARKING LOT

EXISTING ISLANDS

(TO REMAIN)

FUTURE

F-35 EXPANSIONBASE BID

TYPE A

ADA RAMP

BASE BID

CONCRETE CURB

WITH COMPACTED

AGGREGATE FILL

SPLASH PAD

BASE BID

CURB STORM

INLET

LIMITS OF DISTURBANCE

EXISTING STORM DRAIN

AND CONCRETE APRON

BASE BID

FUTURE CHILLER

CH-02 CH-01

33' ANTITERRORISM

UNOBSTRUCTED SPACE

EXISTING

STORM DRAIN

BASE BID

PAVEMENT

REPAIR FROM

UTILITY TRENCH

BASE BID

PAVEMENT

REPAIR FROM

UTILITY TRENCH

BASE BID

PAVEMENT

REPAIR FROM

UTILITY TRENCH

BASE BID FIRE

TRUCK ACCESS

GRAVEL ROAD

BASE BID

TYPE B

6" CURB

BASE BID

CURB STORM

INLET

OLI 5: MASONRY WALL

SEE SHEET SB101

BASE BID

STORM

MANHOLE

BASE BID

STORM

MANHOLE

OLI 1: RSS AREA, 42

NEW PARKING SPACES

OLI 1: CROSSWALK PAINT

OLI 1: EXTEND

SIDEWALK

OLI 2: MILL AND OVERLAY

EXISTING PARKING AREA

APPROX. 66 SPACES

OLI 1: INFILL GRASS

AREA WITH ASPHALT

OLI 6: PROVIDE CONCRETE

SURFACE AT MECHANICAL YARD

12.00'

25.00'

33.00'

30.00'

5.00' TYP

9.00' TYP

33.00'

42.33' 5.00'

5.00'

20.33'42.00'

68.85' 80.96'

106.64' 63.57'

9.22'

32.77' 27.77'

23.09'

15.43'

5.00'

151.18'

85.52' 44.00' 8.33'

18.00'

TYP

9.00' TYP

33.00'

TYP

20.00'

8.33'33.00'

18.00'

TYP

OLI 8: PROVIDE ADDITIONAL

CONCRETE PAVEMENTS TO

SUPPORT SIMULATOR INSTALL

BASE BID

FIRE PUMP

ENCLOSURE

BASE BID NO

PARKING ZONE

STRIPPING

OLI 4: VERTICAL

BUILDING ENTRY

MONOLITH

26.00'

BASE BID

CURB STORM

INLET

BASE BID CONCRETE

STOOP

BASE BID UTILITY

TRANSFORMER PAD

BASE BID

CONCRETE

STOOP

OLI 1 PAVEMENT

STRIPPING (TYP.)

UNDERGROUND

STORAGE

BASE BID

STORM

MANHOLE

BASE BID

STORM

MANHOLE

BASE BID

TYPE B

6" CURB

BASE BID

TYPE B

6" CURB

BASE BID

TYPE A

6" CURB

BASE BID

STORM

MANHOLE

STORM

MANHOLE

BASE BID

CONCRETE

STOOP

BASE BID

TYPE B

ADA RAMP

8.00'

8.00'

9.00' TYP

ADA STRIPING

AND MARKINGS

NOT REQUIRED

IF OLI 1 IS

AWARDED.

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CIVIL - SITE LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS)

1"=20' 20' 40'0

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET KEYNOTES

GENERAL NOTES

X

LEGEND

CS102

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - SITE LAYOUT PLAN

(OPTIONAL LINE ITEMS - OLIS)

LOD LIMITS OF DISTURBANCE

D

CONCRETE

SEEDING / NATIVE GRASS

STORM DRAIN INLET

SANITARY SEWER MANHOLE

POLE MOUNTED PARKING LIGHTS

D STORM MANHOLE

GRAVEL DRIVE FOR

FIRE TRUCK ACCESS

S

OPTIONAL LINE ITEMS (OLIS)

OUTLINE

CONSTRUCTION STAGING AREA

1. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.

2. SIDEWALK. SEE C-504 FOR DETAILS.

3. MECHANICAL YARD. SEE MECHANICAL SHEETS FOR

REFERENCE.

A. SEE SHEET GC100 FOR PROJECT LOCATION AND

VICINITY MAP.

B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE

PLAN.

C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

D. SEE SHEET V-101 FOR EXISTING CONDITIONS

PLAN.

E. SEE SHEET CD101 AND CD102 FOR DEMOLITION

PLANS.

F. SEE SHEET CU101 AND CU102 FOR UTILITY

LAYOUT PLANS.

G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT

PLANS.

H. SEE SHEET CG101 AND CG102 FOR SITE GRADING

AND DRAINAGE PLANS.

I. MILL AND OVERLAY OF EXISTING PARKING LOT IS

TO OCCUR AFTER UTILITY TRENCHING.

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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1 ADDENDUM NO. 3 11-05-2025

NOVEMBER 5, 2025

AROFESSONAL

J0SEPHo1e

ENGINEER

PEO94822

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ABANDONED

UNDERGROUND

ELECTRICAL LINE

X X

X X

X X X X X X X

LO

D

LO

D

LO

D

LO

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D

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LOD

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LOD

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LOD

LOD

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LOD

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D

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D

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LO

D

LOD

LOD

LOD

LODLOD

DD

D

D

D

D

D

D

D

PAVEMENT REPAIR

FROM UTILITY TRENCH,

SEE DETAIL ON C-507

FOR CONTINUATION

SEE SHEET P-101

FOR CONTINUATION

SEE SHEET MP101

FOR CONTINUATION

SEE SHEET FX101

FOR CONTINUATION

SEE SHEET P-101

FIRE PUMP

ENCLOSURE

F-16 MTC

MECHANICAL YARD

FUTURE

F-35 EXPANSION

LIMITS OF DISTURBANCE

ABANDONED

UNDERGROUND

ELECTRICAL LINE

EARHART DR

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

SEE FX401 FOR CONTINUATION

CONNECTION TO

FIRE WATER MAIN

FUTURE

F-35 EXPANSION

FUTURE

CHILLER

CH-02 CH-01

33' ANTITERRORISM

UNOBSTRUCTED SPACE

FOR CONTINUATION

SEE SHEET P-101

PIV

FIRE DEPARTMENT CONNECTION

SEE FX401 FOR CONTINUATION

CHAIN-LINK FENCE

WITH VISION SLATS

CONNECT TO

EXISTING

WATER MAIN

PIV

CONNECT TO EXISTING

SERVICE LINE

CONNECT TO FIRE

PUMP BUILDING

PIV

POTABLE WATER

LINE

UNDERGROUND

STORAGE

PAVEMENT REPAIR

FROM UTILITY TRENCH,

SEE DETAIL ON C-507

PAVEMENT REPAIR

FROM UTILITY TRENCH,

SEE DETAIL ON C-507

PAVEMENT REPAIR

FROM UTILITY TRENCH,

SEE DETAIL ON C-507

SSWR01-MH03

C O

M M

C O

M M

C O

M M

SANS

D

D

F F

F

W W W W W W W W W

W W

W W

W W

W W

W W

SSWR01-P01

4" PVC PIPE

S

S

W

W W

W W

W W

W

WWWWWWWWW

EEEEEEE

E E

E E

E E

E

E

E

E

SSWR01-MH01

PW01P01

4" PVC

PW

P0

4" P

VC

SSWR01-P03

4" PVC PIPE

SSWR01-P02

4" PVC PIPE

SSWR01-MH02

SAN

SAN

SAN

SAN

G

G

G

13+11.62

10+00.00

+5

0.

+0

0.

+5

0.

12+00.0012+50.0013+00.00

10+25.00

+7

5.

+2

5.

11+75.0012+25.0012+75.00

12+74.93

10+00.00

10+50.00 11+00.00

+5

0.

12+00.00

12+50.00

10+25.00 10+75.00 11+25.00

11+75.00

+2

5.

11+63.20

10+00.00

10+50.00

11+00.0011+50.00

+2

5.

+7

5.

11+25.00

10+87.31

10+00.00 10+50.00

10+25.00 10+75.00

GAS01P04

4" PE

PW01P03

4" PVC

F

GAS01P03

4" PE

GAS01P02

4" PE

DD

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

E E

E E

E E

E E

E E

E E

SDSDSDSDSDSDSDSDSD

SD

SD

SD

D

SD

D SD

SD03-S01

SD

-P

" C

O N

C R

ET

E

PI

PE

SD03-P01

15" CONCRETE PIPE

SD01-P04

24" CONCRETE PIPE

SD01-S05

SD01-P03

24" CONCRETE PIPE

SD01-S04

SD01-P02

24" CONCRETE PIPE

SD01-S03

SD01-P02

24" CONCRETE PIPE

SD02-S02

SD01-P01

24" CONCRETE PIPE

SD01-S01

D

4+

.5

0+00.00

1+00.00

2+00.00 3+00.00 4+

.0

0+

.0

1+50.00 2+50.00 3+50.00

1+81.58

0+00.00

1+

.00

0+

.00

1+

.00

0+00.00

0+

.1

0+

.0

SD02-P01

15" CONCRETE PIPE

0+33.03

0+00.00

SD

-P

" C

O N

C R

ET

E

PI

PE

SD04-S01

SD04-S02

F

FFF

10+00.00

11+00.00

11+46.93

+5

0.

FP02P04

6" PVC

FP02P05

6" PVC

FP02P06

6" PVC

FP02P07

6" PVC

FP01P04

6" PVC

FP01P03

6" PVC

FP01P02

6" PVCMH #3

MH #2

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Eg g

Ne w

J er se y

To w ns hi p, Ha rb or

At la nt ic

C ity

A

NG

B as e F-

M is si on T ra in in g

Ce nt er (M

TC

N

EW

J

ER

SE

Y

A N

G -1 th

F W

A1 SCALE:

CIVIL - UTILITY LAYOUT PLAN (BASE BID)

1"=20' 20' 40'0

SHEET KEYNOTES

GENERAL NOTES

X

LEGEND

CU101

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - UTILITY LAYOUT PLAN

(BASE BID)

STORM DRAIN LINE

GAS LINE

SD

G

SAN SANITARY SEWER LINE

W WATER LINE

COMM COMMUNICATIONS DUCTBANK LINE

E E ELECTRICAL DUCTBANK LINE

A. SEE SHEET GC100 FOR PROJECT LOCATION AND

VICINITY MAP.

B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE

PLAN.

C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

D. SEE SHEET V-101 FOR EXISTING CONDITIONS

PLAN.

E. SEE SHEET CD101 FOR DEMOLITION PLAN.

F. SEE SHEET CU101 AND CU102 FOR UTILITY

LAYOUT PLANS.

G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT

PLANS.

H. SEE SHEET CG101 AND CG102 FOR SITE GRADING

AND DRAINAGE PLANS.

I. FIRE PROTECTION PIPING AND WATER LINES

SERVING HYDRANTS MUST BE INSTALLED,

FLUSHED AND TESTED PER NFPA 24. SUBMIT

FLUSHING PLAN WITH DIVISION 21 PRELIMINARY

TEST PLAN. SUBMIT NFPA 24 CONTRACTOR'S

MATERIAL AND TEST CERTIFICATES FOR

UNDERGROUND PIPING FOR ALL FIRE

PROTECTION PIPING.

J. PIPING SERVING THE FIRE PUMP ENCLOSURE

MUST BE FLUSHED AT MINIMUM 1500 GPM OR

150% OF FIRE PUMP RATED CAPACITY WITHOUT

THE USE OF THE FIRE PUMP.

K. DECHLOR DEMON OR EQUIVALENT DEVICE TO

DECHLORINATE THE WATER BEFORE

DISCHARGED TO THE ENVIRONMENT. INCLUDE

DECHLORINATION DEVICE WITH FLUSHING PLAN

PER NFPA 24.

L. MILL AND OVERLAY OF EXISTING PARKING LOT IS

TO OCCUR AFTER UTILITY TRENCHING.

M. SOUTH JERSEY GAS IS THE OWNER OF THE SITE

NATURAL GAS SYSTEM. COORDINATION WITH

SOUTH JERSEY GAS IS REQUIRED TO CONFIRM

THE FINALIZED CONNECTION POINTS TO EXISTING

INFRASTRUCTURE.

FIRE HYDRANT

LOD LIMITS OF DISTURBANCE

X X

D

SIDEWALK

SEEDING / NATIVE GRASS

MECHANICAL YARD

STORM DRAIN INLET

SANITARY SEWER MANHOLE

POLE MOUNTED PARKING LIGHTS

CHAIN-LINK FENCE WITH VISION

SLATS

D STORM MANHOLE

GRAVEL DRIVE FOR

FIRE TRUCK ACCESS

S

FIRE PROTECTION LINEF F

1. PIV. CONNECT TO 6" STAINLESS STEEL LEAD IN.

SEE FA601 FOR TAMPER SWITCH CONTINUATION.

2. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.

3. PROVIDE 50 PAIR COPPER AND 48 SMF O2 CABLING

FROM THE F-16 MTC BLDG TO B400, ITN ROOM 122.

THE OUTSIDE PLANT (OSP) PATH IS FROM THE F-16

MTC THROUGH MAN-HOLE (MH) NO. 2 (IN NEW

CONDUIT), THEN THROUGH MAN-HOLE (MH) NO. 3,

AND INTO BUILDING B400 (IN EXISTING CONDUIT),

THEN TO ITN ROOM 122. COORDINATE INSIDE

PLANT (ISP) PATH WITHIN B400 WITH THE BDOC

AND BASE COMM PERSONNEL.

UNDERGROUND STORAGE

WITH SEEDING ON TOP

1 ADDENDUM NO. 2 7-22-2025

BLDG

NOVEMBER 5, 2025

2 ADDENDUM NO. 3 11-05-2025

AROFESSONAL

J0SEPHo1e

ENGINEER

PEO94822

SAN

COMM

C O

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CO

M

M

CO

M

M

CO

M

M

COMM

COMM

COMM

COMM

COMM

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COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

C O

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C O

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C O

M M

C O

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C O

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CO

M

M

CO

M

M

CO

M

M

CO

M

M

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

C O

M M

C O

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C O

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

W W

W W

W W

W W

W W

W W

W W

SD

SD

SD

SD

SD

SD

SD

SD

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SD

SD

SD

SD SD

SD

SD

SD

SD

SD

SD

SD

SD

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

ABANDONED

UNDERGROUND

ELECTRICAL LINE

DD

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LO

D

LOD

LOD

LOD

LODLOD

D

D

D

D

D

D

OLI 6: PROVIDE CONCRETE

SURFACE AT MECHANICAL YARD

OLI 8: PROVIDE ADDITIONAL

CONCRETE PAVEMENTS TO

SUPPORT SIMULATOR INSTALL

NO PARKING

ZONE

FIRE TRUCK ACCESS

GRAVEL ROAD

OLI 5: MASONRY WALL

SEE SHEET SB101

PAVEMENT REPAIR

FROM UTILITY TRENCH,

(SEE DETAIL ON C-507)

PAVEMENT REPAIR

FROM UTILITY TRENCH,

(SEE DETAIL ON C-507)

PAVEMENT REPAIR

FROM UTILITY TRENCH,

(SEE DETAIL ON C-507)

FOR CONTINUATION

SEE SHEET P-101

FOR CONTINUATION

SEE SHEET MP101

FOR CONTINUATION

SEE SHEET FX101

FOR CONTINUATION

SEE SHEET P-101

FIRE PUMP

ENCLOSURE

F-16 MTC

MECHANICAL YARD

FUTURE

F-35 EXPANSION

LIMITS OF DISTURBANCE

ABANDONED

UNDERGROUND

ELECTRICAL LINE

EARHART DR

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

SEE FX401 FOR CONTINUATION

CONNECTION TO

FIRE WATER MAIN

FUTURE

F-35 EXPANSION

FUTURE

CHILLER

CH-02 CH-01

33' ANTITERRORISM

UNOBSTRUCTED SPACE

FOR CONTINUATION

SEE SHEET P-101

FIRE DEPARTMENT CONNECTION

SEE FX401 FOR CONTINUATION

CONNECTION TO

FIRE WATER MAIN

PIV

CONNECT TO

EXISTING

WATER MAIN

PIV

CONNECT TO EXISTING

SERVICE LINE

CONNECT TO FIRE

PUMP BUILDING

PIV

CROSSWALK

PAINT

POTABLE WATER LINE

UNDERGROUND

STORAGE

SSWR01-MH03

C O

M M

C O

M M

C O

M M

SANS

D

D

F F

F

W W W W W W W W W

W W

W W

W W

W W

W W

SSWR01-P01

4" PVC PIPE

S

S

W

W W

W W

W W

W

WWWWWWWWW

EEEEEEE

E E

E E

E E

E

E

E

E

SSWR01-MH01

PW01P01

4" PVC

PW

P0

4" P

VC

SSWR01-P03

4" PVC PIPE

SSWR01-P02

4" PVC PIPE

SSWR01-MH02

SAN

SAN

SAN

SAN

G

G

G

13+11.62

10+00.00

+5

0.

+0

0.

+5

0.

12+00.0012+50.0013+00.00

10+25.00

+7

5.

+2

5.

11+75.0012+25.0012+75.00

12+74.93

10+00.00

10+50.00 11+00.00

+5

0.

12+00.00

12+50.00

10+25.00 10+75.00 11+25.00

11+75.00

+2

5.

11+63.20

10+00.00

10+50.00

11+00.0011+50.00

+2

5.

+7

5.

11+25.00

10+87.31

10+00.00 10+50.00

10+25.00 10+75.00

GAS01P04

4" PE

PW01P03

4" PVC

F

GAS01P03

4" PE

GAS01P02

4" PE

DD

D

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

E E

E E

E E

E E

E E

E E

SDSDSDSDSDSDSDSDSD

SD

SD

SD

D

SD

D SD

SD03-S01

SD

-P

" C

O N

C R

ET

E

PI

PE

SD03-P01

15" CONCRETE PIPE

SD01-P04

24" CONCRETE PIPE

SD01-S05

SD01-P03

24" CONCRETE PIPE

SD01-S04

SD01-P02

24" CONCRETE PIPE

SD01-S03

SD01-P02

24" CONCRETE PIPE

SD02-S02

SD01-P01

24" CONCRETE PIPE

SD01-S01

D

4+

.5

0+00.00

1+00.00

2+00.00 3+00.00 4+

.0

0+

.0

1+50.00 2+50.00 3+50.00

1+81.58

0+00.00

1+

.00

0+

.00

1+

.00

0+00.00

0+

.1

0+

.0

SD02-P01

15" CONCRETE PIPE

0+33.03

0+00.00

SD

-P

" C

O N

C R

ET

E

PI

PE

SD04-S01

SD04-S02

F

FFF

10+00.00

11+00.00

11+46.93

+5

0.

FP02P04

6" PVC

FP02P05

6" PVC

FP02P06

6" PVC

FP02P07

6" PVC

FP01P04

6" PVC

FP01P03

6" PVC

FP01P02

6" PVCMH #3

MH #2

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Eg g

Ne w

J er se y

To w ns hi p, Ha rb or

At la nt ic

C ity

A

NG

B as e F-

M is si on T ra in in g

Ce nt er (M

TC

N

EW

J

ER

SE

Y

A N

G -1 th

F W

A1 SCALE: 1"=20'

CIVIL - UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS)

20' 40'0

GENERAL NOTES

LEGEND

CU102

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - UTILITY LAYOUT PLAN

(OPTIONAL LINE ITEMS - OLIS)

STORM DRAIN LINE

GAS LINE

SD

G

SAN SANITARY SEWER LINE

W WATER LINE

COMM COMMUNICATIONS DUCTBANK LINE

E E

ELECTRICAL DUCTBANK LINE

FIRE HYDRANT

LOD LIMITS OF DISTURBANCE

X X

D

CONCRETE

SEEDING / NATIVE GRASS

STORM DRAIN INLET

SANITARY SEWER MANHOLE

POLE MOUNTED PARKING LIGHTS

CHAIN-LINK FENCE WITH VISION

SLATS

D STORM MANHOLE

GRAVEL DRIVE FOR

FIRE TRUCK ACCESS

S

FIRE PROTECTION LINEF F

A. SEE SHEET GC100 FOR PROJECT LOCATION AND

VICINITY MAP.

B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE

PLAN.

C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

D. SEE SHEET V-101 FOR EXISTING CONDITIONS

PLAN.

E. SEE SHEET CD101 FOR DEMOLITION PLAN.

F. SEE SHEET CU101 AND CU102 FOR UTILITY

LAYOUT PLANS.

G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT

PLANS.

H. SEE SHEET CG101 AND CG102 FOR SITE GRADING

AND DRAINAGE PLANS.

I. FIRE PROTECTION PIPING AND WATER LINES

SERVING HYDRANTS MUST BE INSTALLED,

FLUSHED AND TESTED PER NFPA 24. SUBMIT

FLUSHING PLAN WITH DIVISION 21 PRELIMINARY

TEST PLAN. SUBMIT NFPA 24 CONTRACTOR'S

MATERIAL AND TEST CERTIFICATES FOR

UNDERGROUND PIPING FOR ALL FIRE

PROTECTION PIPING.

J. PIPING SERVING THE FIRE PUMP ENCLOSURE

MUST BE FLUSHED AT MINIMUM 1500 GPM OR

150% OF FIRE PUMP RATED CAPACITY WITHOUT

THE USE OF THE FIRE PUMP.

K. DECHLOR DEMON OR EQUIVALENT DEVICE TO

DECHLORINATE THE WATER BEFORE

DISCHARGED TO THE ENVIRONMENT. INCLUDE

DECHLORINATION DEVICE WITH FLUSHING PLAN

PER NFPA 24.

L. MILL AND OVERLAY OF EXISTING PARKING LOT IS

TO OCCUR AFTER UTILITY TRENCHING.

M. SOUTH JERSEY GAS IS THE OWNER OF THE SITE

NATURAL GAS SYSTEM. COORDINATION WITH

SOUTH JERSEY GAS IS REQUIRED TO CONFIRM

THE FINALIZED CONNECTION POINTS TO EXISTING

INFRASTRUCTURE.

SHEET KEYNOTESX

1. PIV. CONNECT TO 6" STAINLESS STEEL LEAD IN. SEE

FA601 FOR TAMPER SWITCH CONTINUATION.

2. SIDEWALK. SEE C-504 FOR DETAILS.

3. MECHANICAL YARD. SEE MECHANICAL SHEETS FOR

REFERENCE.

4. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.

5. PROVIDE 50 PAIR COPPER AND 48 SMF O2 CABLING

FROM THE F-16 MTC BLDG TO B400, ITN ROOM 122.

THE OUTSIDE PLANT (OSP) PATH IS FROM THE F-16

MTC THROUGH MAN-HOLE (MH) NO. 2 (IN NEW

CONDUIT), THEN THROUGH MAN-HOLE (MH) NO. 3,

AND INTO BUILDING B400 (IN EXISTING CONDUIT),

THEN TO ITN ROOM 122. COORDINATE INSIDE PLANT

(ISP) PATH WITHIN B400 WITH THE BDOC AND BASE

COMM PERSONNEL.

UNDERGROUND STORAGE

WITH SEEDING ON TOP

2 3

1 ADDENDUM NO. 2 7-22-2025

BLDG

NOVEMBER 5, 2025

2 ADDENDUM NO. 3 11-05-2025

AROFESSONAL

J0SEPHo1e

ENGINEER

PEO94822

ASPHALT SURFACE COURSE

ASPHALT BASE COURSE

CRUSHED AGGREGATE BASE COURSE

GEOTEXTILE

95% COMPACTED

SUBGRADE

P P

P

P

2%

6"

2%

2'-0"

2'-0"

1-3/4"

9"

4"

3"

1-3/4"

9"

4"

3"

6"

AGGREGATE BASE

95% COMPACTED

SUBGRADE

4"4"

SUBBASE AGGREGATE BASE

95% COMPACTED

SUBGRADE

SUBBASE

GEOTEXTILE

GEOTEXTILE

D1 TYPICAL FULL DEPTH ASPHALT PAVING SECTION

SCALE: NTS

D2 TYPE A CONCRETE CURB AND GUTTER

SCALE: NTS

D4 TYPE B CONCRETE CURB AND GUTTER

SCALE: NTS

A1 JOINT CONCRETE SIDEWALK SECTION

SIDEWALK SECTION EXPANSION JOINT

NOTE:

SURFACE DRAINAGE

IN DIRECTION OF

SLOPE 1/4" PER FT

FINISH

GRADE

1"

WIDTH- SEE PLAN

3/16"

1/8"

1/2" PREFORMED

JOINT FILLER

MATERIAL

1/4"

1/8"R

1. SEE TABLE ON THIS SHEET FOR JOINT SPACING.

CONTRACTION JOINT

1 1/2" MIN

NOTES:

1. CONTRACTION JOINTS MUST BE FORMED

(OR SAWCUT) TO A DEPTH EQUAL TO 1/4 OF

THE THICKNESS OF THE SIDEWALK AND

EDGED WITH 1/8" RADIUS.

2. 1/2" EXPANSION JOINT MATERIAL MUST BE

PROVIDED AT INTERVALS NOT TO EXCEED 50'

AND WHERE WALKS ABUT OTHER CONCRETE

STRUCTURES, EXCLUDING WALKS LAID PARALLEL

AND ABUTTING CURB AND GUTTER.

3. CONCRETE MUST HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 4500 PSI.

CONTRACTION JOINT SPACING EXPANSION JOINT SPACINGSIDEWALK WIDTH

5 FT

8 FT

5 FT

4 FT

50 FT

48 FT

12" PREPARED

SUBGRADE

6" GRADED CRUSHED

AGGREGATE

4"

SCALE: NTS

TYPE PAVEMENT THICKNESS ROADS (IN.)

ASPHALT

P

P2

1 2

PAVEMENT SECTION DIMENSION

P3 13

P4 12

B2 MECHANICAL YARD SECTION

SCALE: NTS

FINISH

GRADE

3'-6"

2'-0" 1"

1'-6"

6" (TYP)

6"

DOME TOP TO DRAIN2" REFLECTIVE TAPE

ALL AROUND (TYP)

6" SCHEDULE 40 STEEL

PIPE FILLED WITH CONC

PAINT OSHA YELLOW

C4 TYPICAL BOLLARD DETAIL

SCALE: NTS

6" 6"

2'-0" M

IN

MILL 2" MINIMUM AND

RESURFACE WITH 2" MINIMUM

ASPHALT SURFACE COURSE

EXISTING BASE COURSE

C2 MILL AND OVERLAY PAVING SECTION

SCALE: NTS

EXISTING SUBGRADE

4" 4"

" FILL

NATURAL SUBGRADE

AGGREGATE SURFACE MATERIAL

AGGREGATE BASE COURSE MATERIAL

SEE AGGREGATE SURFACING

NATURAL SUBGRADE

95% COMPACTED SUBGRADE

AGGREGATE BASE COURSE

B1 AGGREGATE SURFACE TYPICAL SECTION

SCALE: NTS

6"

" FILL

NATURAL SUBGRADE NATURAL SUBGRADE

95% COMPACTED SUBGRADE

1 1/2" MAX

COMPACTED

ANGULAR STONE

GROUND COVER

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

MAY 15, 2025

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Eg g

Ne w

J er se y

To w ns hi p, Ha rb or

At la nt ic

C ity

A

NG

B as e F-

M is si on T ra in in g

Ce nt er (M

TC

N

EW

J

ER

SE

Y

A N

G -1 th

F W

GENERAL NOTES

C-504

J. BIRK

A. BESCHNETT

J. PURPURA

D. ADAMS

CIVIL - SITE DETAILS - SHEET 1

A. SEE SHEET GC100 FOR PROJECT LOCATION AND

VICINITY MAP.

B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE

PLAN.

C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,

AND ABBREVIATIONS.

D. SEE SHEET V-101 FOR EXISTING CONDITIONS

PLAN.

E. SEE SHEET CD101 FOR DEMOLITION PLAN.

F. SEE SHEET CU101 AND CU102 FOR UTILITY

LAYOUT PLANS.

G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT

PLANS.

H. SEE SHEET CG101 AND CG102 FOR SITE GRADING

AND DRAINAGE PLANS.

I. MILL AND OVERLAY OF EXISTING PARKING LOT IS

TO OCCUR AFTER UTILITY TRENCHING.

NOVEMBER 5, 2025

1 ADDENDUM NO. 3 11-05-2025

AROFESSONAL

J0SEPHo1e

ENGINEER

PEO94822

ELEV= REFER CIVIL

TOP OF GRADE

FREE DRAINING

GRANULAR FILL

SUBGRADE

(3) #5 TOP AND BOTTOM, TYP

AT PERIMETER FOOTING

#4 CLOSED TIES AT 12" OC,

TYP AT PERIMETER FOOTING

2' -6

FIRE PUMP ENCLOSURE SKID

1'-6"

3" RIGID INSULATION

EXTERIOR - REFER ARCH, TYP

INFILL SKID FRAME

WITH CONCRETE SLAB

REINFORCED WITH #4

AT 12" OC EACH WAY.

GC COORDINATE

PENETRATIONS.

NOTE:

FOLLOW FIRE PUMP ENCLOSURE

MANUFACTURER'S RECOMMENDATIONS

FOR ANCHORAGE TO FOUNDATION.

6"1

M

IN5"

FINISHED FLOOR

TOP OF SLAB

100'-0"

6" 1'

-0

6"

2' -0

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

18" ACCESS FLOOR

(REFER ARCH)

#4 BAR DOWEL AT

12" ON CENTER

FREE DRAINING GRANULAR FILL

SUBGRADE

15 MIL MIN VAPOR RETARDER,

TYP UNDER SLAB - REFER ARCH

WATERPROOFING MEMBRANE,

REFER ARCH

8"

WATERSTOP, TYP AT

CONSTRUCTION JOINTS

WALL - REFER ARCH

(2)-2" CONDUIT WHERE OCCURS.

COORDINATE WITH SIMULATOR

MANUFACTURER - REFER PLAN

6"

TAKE CARE TO PROVIDE

CLEAN CONCRETE EDGE AT

ALL INTERFACES WITH

ACCESS FLOORING AS THESE

EDGES ARE EXPOSED, TYP

TOP OF SLAB

100'-0"

9 1/8"4'-2 7/8"1'-8"7'-0 3/4"1'-0"5'-11"1'-0"

1' -6

"1' -0

1' -0

FREE DRAINING GRANULAR FILL

SUBGRADE

15 MIL MIN VAPOR RETARDER, TYP

UNDER SLAB - REFER ARCH

WATERPROOFING MEMBRANE, REFER ARCH

WATERSTOPS, TYP AT

CONSTRUCTION JOINTS

#4 BAR DOWEL AT

12" OC

20 24

1/2" THICK STEEL PLATE TRENCH COVER WITH

COUNTERSUNK FASTENERS AND CAST-IN

EMBED SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM EMBEDMENT

REQUIREMENTS WITH CONCRETE POURS. ALL

SIDES OF PLATE TO BE PRIMED AND PAINTED,

TYP. MAX PANEL WEIGHT 150 LB.

#4 BAR DOWEL AT

12" OC

#4 BAR DOWEL AT

12" OC

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

TYP

2" CLR

C3

SB502

WATERSTOPS, TYP AT

CONSTRUCTION JOINTS

#4 AT 12" OC LONGITUDINAL

AT TRENCH SLABS, TYP UNO

#4 AT 12" OC LONGITUDINAL

AT TRENCH SLABS, TYP UNO

TOP OF SLAB

100'-0"

1' -0

6"

6"

2' -0

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

18" ACCESS FLOOR - REFER ARCH

STEEL PLATE TRENCH COVER WITH

COUNTERSUNK FASTENERS AND

CAST-IN EMBEDS, TYP

CONCRETE SLAB-ON-GRADE BEYOND

FREE DRAINING

GRANULAR FILL

SUBGRADEWATERPROOFING

MEMBRANE,

REFER ARCH

6"

2'-5 1/2"

TOP OF SLAB

100'-0"

1' -6

" 3"

2'-0"

1/2" THICK STEEL PLATE TRENCH COVER WITH

COUNTERSUNK FASTENERS AND CAST-IN EMBED

SYSTEM. CONTRACTOR TO COORDINATE SYSTEM

EMBEDMENT REQUIREMENTS WITH CONCRETE

POURS. ALL SIDES OF PLATE TO BE PRIMED AND

PAINTED, TYP

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

#4 BAR DOWEL AT 12" OC

TOPPING SLAB

FREE DRAINING GRANULAR FILL

SUBGRADE

15 MIL MIN VAPOR

RETARDER, TYP UNDER

SLAB - REFER ARCH

WATERPROOFING MEMBRANE,

REFER ARCH

6"

C3

SB502

WATERSTOP, TYP AT

CONSTRUCTION JOINTS

TOP OF SLAB

100'-0"

9 1/8"8 7/8"6"

1' -6

6"

SPOT FOOTING

BEYOND

CONCRETE SLAB-ON-

GRADE REFER SLAB

PLAN

18" ACCESS FLOOR

REFER ARCH

FREE DRAINING

GRANULAR FILL

WATERPROOFING

MEMBRANE,

REFER ARCH

EXTERIOR WALL BEYOND

REFER ARCH

#4 BAR DOWEL AT 12" OC

WITH (2) #4

LONGITUDINAL TYP 5

24 24

EXTERIOR DOOR

STOOP

1/2" EXPANSION

MATERIAL W/ (3)

DIAMOND PLATE

DOWELS, MIN

DIAMOND PLATE

DOWEL AT

CONSTRUCTION

JOINT, TYP

1' -4

1'

-0

6" 1'-6"

1' -0

WATERSTOPS, TYP

AT CONSTRUCTION

JOINTS

WATERSTOPS, TYP AT

CONSTRUCTION JOINTS

SUBGRADE

TOP OF SLAB

100'-0"

8 7/8"6"

1' -6

6"

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

18" ACCESS FLOOR

(REFER ARCH)

FREE DRAINING GRANULAR

FILL

WATERPROOFING MEMBRANE,

REFER ARCH

EXTERIOR WALL REFER ARCH

#4 BAR DOWEL AT 12" OC WITH

(2) #4 LONGITUDINAL TYP

24 24

SLAB ON GRADE

BEYOND

1'-0" 2'-0"

3'-0"

1' -4

2'

-0

WATERSTOPS, TYP

AT CONSTRUCTION

JOINTS

SUBGRADE

TOP OF SLAB

100'-0"

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

HSS POST REFER

SLAB PLAN

#4 BAR DOWEL AT 12"

OC 24

FREE DRAINING

GRANULAR FILL

15 MIL MIN VAPOR

RETARDER, TYP

UNDER SLAB

G

EMBED PL1/2" WITH

(4) #4 X 3" X 2'-6" DBA.

WELD ANCHORS 1" CLR

FROM PLATE EDGES

3/16

TYP

6"

A

11 3/8"

6" 1'-6"

WATERSTOP, TYP AT

CONSTRUCTION JOINTS

3" RIGID INSULATION

EXTERIOR - REFER

ARCH, TYP

(3) #5 TOP AND

BOTTOM, TYP AT

PERIMETER FOOTING

#4 CLOSED TIES AT 12"

OC, TYP AT PERIMETER

FOOTING

SUBGRADE

TOP OF SLAB

100'-0"

4'-2 7/8"

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

18" ACCESS FLOOR

(REFER ARCH)

FREE DRAINING GRANULAR FILL

WATERPROOFING MEMBRANE,

REFER ARCH

EXTERIOR WALL

REFER ARCH

#4 BAR DOWEL AT

12" OC WITH (5) #4

LONGITUDINAL48

20 24

CONTINUOUS FOOTING - REFER

SCHEDULE FOR REINFORCING, TYP

SPOT FOOTING BEYOND

WATERSTOPS, TYP

AT CONSTRUCTION

JOINTS 3" RIGID

INSULATION

EXTERIOR

REFER ARCH,

TYP

SUBGRADE

TAKE CARE TO PROVIDE

CLEAN CONCRETE EDGE

AT ALL INTERFACES

WITH ACCESS FLOORING

AS THESE EDGES ARE

EXPOSED, TYP

TOP OF SLAB

100'-0"

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

FREE DRAINING GRANULAR FILL

WATERPROOFING MEMBRANE,

REFER ARCH

EXTERIOR WALL (REFER ARCH)

#4 BAR DOWEL AT 12" OC W/ (2)

#4 LONGITUDINAL TYP 5

24 24STEEL PLATE TRENCH COVER W/

COUNTERSUNK FASTENERS AND

CAST-IN EMBEDS, TYP

CONCRETE SLAB-ON-

GRADE BEYOND

8 7/8"6"

6" 1'-6"

WATERSTOPS, TYP

AT CONSTRUCTION

JOINTS

3" RIGID INSULATION

EXTERIOR - REFER

ARCH, TYP

(3) #5 TOP AND

BOTTOM, TYP AT

PERIMETER FOOTING

#4 CLOSED TIES

AT 12" OC, TYP

AT PERIMETER

FOOTING

SUBGRADE

TOP OF SLAB

100'-0"

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

#4 BAR DOWEL AT

12" OC

FREE DRAINING

GRANULAR FILL

SUBGRADE

15 MIL MIN VAPOR

RETARDER, TYP

UNDER SLAB

(3) #5 TOP AND BOT,

TYP AT PERIMETER

FOOTING

#4 CLOSED TIES

AT 9" OC, TYP

AT PERIMETER

FOOTING

3" RIGID INSULATION,

TYP - REFER ARCH

1/2" THICK STEEL PLATE TRENCH COVER W/

COUNTERSUNK FASTENERS AND CAST-IN

EMBED SYSTEM. CONTRACTOR TO

COORDINATE SYSTEM EMBEDMENT

REQUIREMENTS WITH CONCRETE POURS.

ALL SIDES OF PLATE TO BE PRIMED AND

PAINTED, TYP. MAX PANEL WEIGHT 150 LB.

#4 BAR DOWEL AT

12" OC, CUT BACK

AT SLAB

BLOCKOUT 16

CONTINUOUS FOOTING

AND SPOT FOOTING W/

REINFORCEMENT

(REFER FOOTING

SCHEDULE)

EQ EQ

REFER FOOTING SCHEDULE

WATERSTOPS, TYP AT

CONSTRUCTION JOINTS

#4 BAR DOWEL AT

12" OC AT SPOT

FOOTING

1' -0

CONT PL1/2 X 2"

DRILL AND COUNTERSINK FOR 1/2" DIA BOLT.

LOCATE AT EACH CORNER OF PLATE, TYP

PL1/2 (PRIME AND PAINT). FOR MAINTENANCE,

LIMIT THE SIZE OF EACH PLATE TO 150 POUNDS

(MAX), TYPICAL. RECOMMENDED MAXIMUM

LENGTHS BELOW:

1'-0" TRENCH (1'-5" PLATE), MAX LENGTH = 4'-6"

1'-8" TRENCH (2'-1" PLATE), MAX LENGTH = 3'-0"

2'-0" TRENCH (2'-5" PLATE), MAX LENGTH = 2'-8"

L3 1/2X2 1/2X1/4 (LLH) W/1/2" DIA X 4"

HEADED STUDS AT 18" OC, TYP

3/16 2-12

TACK

1/2" DIA NUT PROTECT

THREADS FROM CONCRETE

NOTES:

1. GC COORDINATE CABLE

PENETRATIONS AND PANEL

SEGMENTING WITH SIMULATOR

MANUFACTURER.

2. DETAIL ALSO APPLIES AT ENDS

OF TRENCHES, SIMILAR.

2"

1/8"

3/4" 1 3/4"

1" DIAMETER FINGER HOLES FOR LIFTING. CENTER

ON WIDTH OF PLATE, 2" FROM EACH END, TYP.

ONLY AT TRENCH 'T' LOCATIONS, PROVIDE

L3 1/2X2 1/2X1/4 (LLH) BEAM TO SUPPORT EDGE

OF PLATE. POSITION VERTICAL LEG APX 3 1/2"

(GC FIELD VERIFY) FROM END OF

PERPENDICULAR TRENCH TO ENSURE 2 1/2"

BEARING FOR PLATE BEYOND.

3/16 3/16

3/16 HORIZ LEG

TO EMBED

TOP OF SLAB

100'-0"

C

WALLS - REFER ARCH

(2) - 2" CONDUIT. GC COORDINATE

WITH SIMULATOR MANUFACTURER

FOR EXACT LOCATIONS AND WITH

ARCHITECTURAL TO CLEAR WALLS.

REFER PLAN

CONCRETE SLAB-ON-GRADE

(REFER SLAB PLAN)

FREE DRAINING GRANULAR FILL

SUBGRADE

WATERPROOFING MEMBRANE,

REFER ARCH

6" 1'

-0

6"

WALL - REFER ARCH

CONCRETE

SLAB-ON-GRADE

(REFER SLAB PLAN)

(2) - 2" CONDUIT. COORDINATE WITH

SIMULATOR MANUFACTURER -

REFER PLAN

WATERPROOFING MEMBRANE,

REFER ARCH

FREE DRAINING

GRANULAR FILL

18 18

18" ACCESS FLOOR

(REFER ARCH)

#4 BAR DOWEL AT 12"

ON CENTER

WATERSTOP, TYP AT

CONSTRUCTION JOINTS

8"

2' -0

100'-0"

TOP OF SLAB

SUBGRADE

TAKE CARE TO PROVIDE

CLEAN CONCRETE EDGE AT

ALL INTERFACES WITH

ACCESS FLOORING AS THESE

EDGES ARE EXPOSED, TYP

TOP OF SLAB

100'-0"

WALL -

REFER ARCH

18 18

18" ACCESS FLOOR

(REFER ARCH)

#4 BAR DOWEL AT

12" ON CENTER

SUBGRADE

WATERPROOFING

MEMBRANE,

REFER ARCH

FREE DRAINING GRANULAR FILL

WATERSTOP, TYP AT

CONSTRUCTION JOINTS

CONCRETE

SLAB-ON-GRADE

(REFER SLAB PLAN)

1" CONDUIT FOR AV MONITORS

IN BDS1 AND BDS2 ROOMS.

GC COORDINATE QUANTITY

AND LOCATIONS - REFER PLAN

TAKE CARE TO PROVIDE CLEAN

CONCRETE EDGE AT ALL

INTERFACES WITH ACCESS

FLOORING AS THESE EDGES

ARE EXPOSED, TYP

SCALE: 3/4" = 1'-0"

SECTIOND5

SCALE: 3/4" = 1'-0"

SECTIOND1 SCALE: 3/4" = 1'-0"

SECTIOND4

SCALE: 3/4" = 1'-0"

SECTIONC1

SCALE: 3/4" = 1'-0"

SECTIONB3

SCALE: 3/4" = 1'-0"

SECTIONC5

SCALE: 3/4" = 1'-0"

SECTIONB2 SCALE: 3/4" = 1'-0"

SECTIONB5SCALE: 3/4" = 1'-0"

SECTIONB1

1' 3'2'0

3/4" = 1'-0"

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

FDN

At lan tic C ity A

NG

B as e

Eg g

Ha rb or T ow ns hi p, N ew

J er se y

N

EW

J

ER

SE

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A N

G

7t h

FW

F-

M iss io n

Tr ain in g

Ce nt er (M

TC

C :\U sers\kcaesar\D ocum ents\213000_Stru_kyleecaesar.rvt

11/3/2025 9:21:41 AM

MAY 15, 2025

FOUNDATION DETAILS

SB502

BJW

JTO

MNO

SCALE: 3/4" = 1'-0"

SECTIONA5

SCALE: 3/4" = 1'-0"

SECTIONA1

SCALE: 3" = 1'-0"

TRENCH DETAILC3

3" 9"6"0

3" = 1'-0"

SCALE: 3/4" = 1'-0"

SECTIONC2

SCALE: 3/4" = 1'-0"

SECTIONA2 SCALE: 3/4" = 1'-0"

SECTIONA4

1 ADDENDUM NO. 3 11-05-2025

TIENG

AI LING

21544

C1

AE201

C1

AE207

C1

AE205

C1

AE203

CC

GG

F

AA

ELEC

COMM

MECH

VEST

LO

B

B Y

MAN TRAP

SEC OFFICE

BREAK

STO

WOM

MEN

ADMIN

CLS OFFICE

103 SIM 2

SIM 1

MOC

STO/AV

IOS 1 & 2

UPS

NETWORK

SEC COMM

SIM 3

CORR

BDS 2

IOS 3 & 4

MX WORK

AREA/

SPARES

SIM 4

BDS 1

JAN

2' -0

'-1 0"

8' -0

'-0

'-4

'-1 0"

2' -0

AE301

B3

AE301

B3

D D

B B

AE301

D3

AE301

D3

AE302

B1 AE302

B1

106A

103A

CORR

109A

130A

129A

128A 127A 126A

112B

119A

124A118A

113A

A1

AE401

112A

111A

2'-0"30'-10"18'-10"16'-10"30'-10"28'-0"22'-4"2'-0"

2'-0"30'-10"18'-10"16'-10"30'-10"28'-0"22'-4"2'-0"

2' -0

8'

-8

'-2

'-0

'-4

'-1 0"

2' -0

18'-0"12'-8"40'-0"12'-8"55'-5 3/8"5'-0"7'-10 5/8"

101B

AE305

A5

122A120A

D1

D1

C1 B1 S2

S3

S3

S3

S3

S3

S3

S3

S3

S3

S3

S3

S2

S3

S3

S3

S2

2' -0

5' -0

6'

-4

'-1

0" 1'

-8

'-0

4"

5' -8

'-0

6' -4

4' -6

6'

-4

5' -0

2' -0

2' -0

1'

-3

6' -4

8'

-8

/2

7' -6

/2

'-0

4" 5'

-8

'-4

'-1 0"

2' -0

S3

AE302

A1

AE302

A1

AE301

A3

AE301

A3

S3

AE302

D1

AE302

D1

18'-0"12'-8"40'-0"12'-8"18'-0"24'-0"26'-4"

S3

S3

C3

AE603

C1

AE603

ED1

D1 123A 4

121A

C2

AE202

101A

EX2

EX2

EX2

EX2

4' -3

5'

-0

2' -8

5' -0

" 11

6' -2

5'

-0

3' -0

5' -0

'-2

9' -6

6'

-4

8' -0

4'

-4

4' -0

6'

-4

3' -4

A4

AE101

C1

AE204

126B 130B

114A

AE305

A3

EX2

125A

124B118B

117A

116A

115A

151'-8"

2'-10"

2'-2"2'-0"

8'-4"2'-4" 2'-4"

8'-4"

2'-0"2'-2"

3'-8"2'-10"3'-8"6'-1"1'-1"2'-7"

'-8

4'

-0

'-4

'-0

151'-8"

2'-4"8'-4"

2'-0"

2'-2"2'-2"2'-0"8'-4"2'-4"

'-0

C1

AE206

D1

AE208

A1

AE101

S3

S3

B2

AE102

AE306

A1

8 1/2"

8' -9

/4

1'-3" 6'-8 1/2"15'-7 1/2"2'-0"

EX1

S3

'-2

24'-3 3/8" 25'-6 1/2" 31'-8 1/2" 16'-10" 18'-10" 31'-10 3/8"

8 1/2" 12'-5 3/8"

8 1/4"S2

1 1

D4

AE401

D4

AE401

SIM D4

AE401

SIM

D4

AE401

SIM

D3

AE401

D3

AE401

SIM

D3

AE401

SIM

D3

AE401

SIM

107A

108A

S1

S1

C1

A2 S4

A2

A1

S1fS1fS1f

S1 A2A2

S1

A2

A2

A2

A2

A2

B3

B3

S2f

S2f

A1

A2

B2 B2

B5

AE101

EX1

AE502

C4

AE502

C4

A1

AE503

A3

AE503

A1

AE503

A3

AE503

HIGH LOW

B2

CJ CJ

CJ

CJCJ

CJCJCJ

AE602

A2

AE602

A1

AE402

B4

B5

AE503

B1 B1

AE504

A2

AE504

A1

AE504

A3

C

VEST

CLS OFF

101A

EX1

EX2

4'-8"

2'-0"2'-8"

115A

A1

AE102

2' -8

7'

-4

5' -4

3'

-4

1' -1

3/

4"

C1

A2

B1

A3

AE102

6' -1

0" 6"

5' -4

3'

-4

2'-8" 2'-0"

A

2'-0"

2' -0

1/2" 1 5/8"4"3"1'-2 7/8"

1' -9

/8

5/ 8"

1/

2" 16 GA PREFIN BRAKE

METAL SILL FLASHING

PREFIN METAL IMWP

CORNER TRIM

4" INSUL METAL

WALL PANELS

16 GA - 3" Z HORIZ

FURRING CHANNEL AT

48" OC VERTICALLY

FLUID APPLIED

MEMBRANE AIR BARRIER

1/2" EXT GYPSUM

SHEATHING

6" COLD FORMED METAL

FRAMING

1/2" EXT GWB

SHEATHING

5/8" GWB

MIN 4" OPEN CELL

SPRAY FOAM AIR

BARRIER. WITH ASTM

E84 COMPLIANT FS-IB

IGNITION BARRIER

COATING.

(MV1) MODULAR

BRICK VENEER (BELOW)

STEEL STRUCTURE

RE: STRUCTURAL

GROUND FLOOR

100' - 0"

6"4'-0"6"

8'-5" 3"

9" 4"

MANUFACTURED

CANOPY

DRIP LINE AT

OUTSIDE CORNERS

2" COMPACTED

AGGREGATE BED

CONC CURB WITH

3/4" CHAMFERS

(RUBBED FINISH)

#4 REINFORCING

BARS ALL AROUND

FILTER FABRIC

LINER

4" COMPACTED

GRANULAR FILL

OUTSIDE CORNER

CANOPY DRAIN

CANOPY HANGER RODS

C

AE101

A2

PERIM OUTLINE OF

MFD CANOPY ABOVE

EX2

101A

'-0

5' -0

'-8

1' -4

5'

-0

5'-0" 4'-9 3/4" 2'-0"

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

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A

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.rvt

11/3/2025 9:34:40 AM

NOVEMBER 5, 2025

FLOOR PLANS

AE101

BKG

NXL

NXL

SCALE: 1/8" = 1'-0"

GROUND FLOOR PLANB1

GENERAL NOTES

A.

B.

C.

D.

E.

F.

ALL EXTERIOR PERIMETER MASONRY WAINSCOT

BASE COURSE DIMENSIONS ARE NOMINAL AND THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING ADJUSTMENTS AT ALL OPENINGS.

ALL INTERIOR DIMENSIONS ARE FROM FACE OF

STUD TO FACE OF STUD OR FACE OF CMU OR

CONCRETE AS INDICATED - UNLESS NOTED

OTHERWISE.

ALL STC RATED WALLS INDICATED WITHIN THE 18"

RECESSED SLAB AREA SHALL BE CONSTRUCTED TO

EXTEND AND SEAL COMPLETELY TO THE CONCRETE

SLAB BENEATH THE RAISED ACCESS FLOORING -

NOTE: ALL 24"X24" ACCESS TILES SHALL TERMINATE

AT THE PERIMETER OF EACH ROOM AS INDICATED.

FULL 24" X 24" ACCESS FLOOR TILES SHALL START

AT THE LOCATION INDICATED WITH TILES CUT TO

FIT AROUND THE REMAINING PERIMETER.

THE CONTRACTOR SHALL COORDINATE WITH THE

SIMULATOR MFR REGARDING ALL FIXED AND

REMOVABLE SECTIONS OF THE 3/8" CHECKER

PLATE INCLUDING SIGNAL AND POWER ACCESS

POINTS.

THE DETAILS OF SIM BAY EXT DOORS 118B,

124B,126B, 130B REFER TO SHEET AE503

G. DRYWALL CONTROL JOINTS LOCATIONS MARKED

WITH CJ ARE TO BE PLACED A MINIMUM OF 30'-0" ON

CENTERS AT ALL UNINTERRUPTED LENGTHS OF

DRYWALL AND CENTERED ON BOTH SIDES OF

DOOR FRAMES AT ALL INT DOORS TO TRUE TOP OF

WALL. SEE DETAILS A1/AE001 AND A2/AE001.

SHEET KEYNOTES

LEGEND

AREA 1

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

OUTLINE OF FLIGHT SIMULATOR EQUIPMENT.

MECHANICAL EQUIPMENT.

FULL 24" X 24" ACCESS FLOOR TILE START POINT.

PAINTED 1/2" STEEL CHECKER PLATE COVERING

CONCRETE TRENCH FOR FUTURE F35 SIMULATOR

POWER AND SIGNAL CABLING INSTALLATION. REFER:

SPEC SECTION 09 06 00

ELECTRICAL EQUIPMENT.

BUILDING ENTRANCE SIGN, RE: C1/AE201.

FIRE DEPT EMERGENCY POWER OFF KNOX BOX.

CONCRETE CURB WITH COMPACTED AGGREGATE

FILL SPLASH PAD.

MANUFACTURED CANOPY ABOVE.

WALL MOUNTED CABLE TRAY. REFER: ET101.

FULL HEIGHT GYPSUM WALL BOARD CONTROL JOINT

IN STC 50 PARTITION.

CELL PHONE LOCKER, 37"W X 66.5"H, FREESTANDING

UNIT IS MOUNTED TO WALL, COORDINATE BLOCKING.

PLUMBING WALL ACCESS, REFER: PLUMBING.

UNDERCUT DOOR 1/2" FOR AIR TRANSFER.

(2) 2" PVC CONDUITS CUT TO 6" AFF. ROUTE UNDER

CONCRETE OR THROUGH SUB-FLOOR IN ADJACENT

SPACES. PROVIDE 1HR U.L. RATED PENETRATIONS.

REFER TO STRUCTURAL DETAILS A2/SB502, C2/SB502,

AND D5/SB502.

REFER A5/AE102 FOR SPLASH BLOCK DETAIL.

24" X 24" CONCRETE FILLED METAL

PAN ACCESS FLOOR TILE SYSTEM

AT RECESSED CONCRETE FLOOR

AND TIERED FLOORING SYSTEM

INCLUDING STEPS IN MOC #114

SCALE: 3/8" = 1'-0"

ENTRY PLAN (OLI #4)A4SCALE: 1 1/2" = 1'-0"

IMWP OUTSIDE CORNER DETAILA1

2' 6'4'0

3/8" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"

N

SCALE: 1 1/2" = 1'-0"

SECTION DETAILA2

SCALE: 1/8" = 1'-0"

SPLASH PAD PLANB5

N

PLAN TRUE

1 ADDENDUM NO.2 07-22-2025

2 ADDENDUM NO.3 11-05-2025

Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON T.

T

T

ELEC

119A

SIM 1

MOC

114MECH

COMM

WALL MOUNTED

ELEC EQUIPMENT

CHILLERS

FIRE PROT

PUMP HOUSE

B2

AE102

B3

AE102

AE102

C2

CMU / MASONRY

VENEER SCREEN

WALL (OLI #5)

SCREEN WALL

CONCRETE

FOUNDATION

(OLI #5)

CONCRETE

FOUNDATION

TRANSFORMER

7' -6

(CMUV1) SPLIT FACE CMU

VENEER - FIELD COLOR

(CMUV2) SMOOTH FACE

CMU VENEER - ACCENT

CONCRETE

FOUNDATION

PREFIN METAL

COPING

1 COURSE GROUT

FILLED 4" CMU

EQ 24'-0" EQ

CJ CJ

GROUND FLOOR

100' - 0"

3' -0

3'

-0

3' -0

2'

-0

(CMUV1) SPLIT FACE CMU

VENEER - FIELD COLOR

(CMUV2) SMOOTH FACE

CMU VENEER - ACCENT

CONCRETE

FOUNDATION

CIVIL FINISHED

GRADE (MOL)

PREFIN METAL

COPING

AE102

C2

1 COURSE GROUT

FILLED 4" CMU

9' -0

CJ CJ

4'-2" 13'-4" 14'-6"

GROUND FLOOR

100' - 0"

(CMUV1) SPLIT FACE

CMU VENEER

CONCRETE

FOUNDATION

RE: STRUCTURAL

PREFIN METAL

COPING

9' -0

2'

-0

MASONRY ANCHORS

3' -4

3'

-0

2' -8

2'

-0

(CMUV2) SMOOTH

FACE CMU

VENEER - ACCENT

8" CMU (PAINT TO

MATCH (CMUV1)

SPLIT FACE CMU

VENEER

8" CMU BOND

BEAM (PAINT TO

MATCH (CMUV1)

SPLIT FACE CMU

VENEER

8" CMU BOND

BEAM (PAINT TO

MATCH (CMUV1)

SPLIT FACE CMU

VENEER

8" CMU BOND

BEAM

FINISHED GRADE

(REFER TO CIVIL

GRADING PLAN)

3-COURSE GROUT

FILLED 4" CMU

(CMUV2) SMOOTH

FACE CMU VENEER -

ACCENT

SOLID GROUT FILL

WITH SELF-ADHERED

FLEXIBLE FLASHING

AND WEEPS

D1

AE102

PREFIN METAL

COPING

1/2" DIA ALL THREAD

EPOXY GROUT

ANCHORS AT 24" OC

(MIN 4" EMBED)

CONT 3/4" TREATED

PLYWOOD BLOCKING

(PROVIDE TILING BED

OF CONTRUCTION

ADHESIVE ON CMU)

(CMUV2) SMOOTH

FACE CMU VENEER -

ACCENT

(CMUV1) SPLIT FACE

CMU VENEER - FIELD

COLOR

MASONRY ANCHORS

8" CMU (PAINT TO

MATCH (CMUV1) SPLIT

FACE CMU VENEER

4"

9 3/8"3 5/8"

1'-1"

16" GA - 6" CFMF

DOUBLE JAMB STUDS

5/8" GWB

ALUMINUM FRAMED

STOREFRONT

MIN 4" OPEN CELL SPRAY FOAM

AIR BARRIER. WITH ASTM E84

COMPLIANT FS-IB IGNITION

BARRIER COATING.

FWP2 4" INSULATED

METAL WALL PANEL

16 GA - 3" Z HORIZ

FURRING CHANNEL AT

48" OC VERTICALLY

FLUID APPLIED

MEMBRANE AIR

BARRIER

1/2" EXT GYPSUM

SHEATHING

PREFIN METAL WALL

PANEL TRIM

6" 1/

2" 3"

4"

1/ 8"

1/ 4" 2"

INSULATED LAMINATED

GLAZING

1'-2 7/8"

8 3/8"6 1/2"7"

BACKER ROD AND

SEALANT (BOTH SIDES)

PREFIN BRAKE METAL

SILL FLASHING

6" CFMF AT 16" OC

CONT 5/8" WOOD

BLOCKING

5/8" GWB

VEST

1/2" EXT GWB SHEATHING

VEST

CLS OFFICE

C

16" GA - 6" CFMF

DOUBLE JAMB STUDS

MIN 4" OPEN CELL SPRAY FOAM AIR

BARRIER. WITH ASTM E84

COMPLIANT FS-IB IGNITION

BARRIER COATING.

FWP2 4" INSULATED

METAL WALL PANEL

16 GA - 3" Z HORIZ

FURRING CHANNEL AT

48" OC VERTICALLY

FLUID APPLIED

MEMBRANE AIR

BARRIER

1/2" EXT GYPSUM

SHEATHING

PREFIN METAL WALL

PANEL TRIM

SCHEDULED DOOR

BACKER ROD AND SEALANT

(BOTH SIDES)

PREFIN BRAKE METAL

SILL FLASHING

6" CFMF AT 16" OC

CONT 5/8" WOOD

BLOCKING

5/8" GWB

ALUMINUM FRAMED STOREFRONT 6 1/2" 8 3/8"

MECH

VEST

4" 3" 1/2" 6" 8 3/8"

5/

8"

1/ 8"

7/

8"

1/ 2"

5/ 8"

16" GA - 1 1/2" CFMF

STEEL COLUMN,

RE: STRUCTURAL

8" CMU, 1HR

6"

4" 3"

1/ 2"

6" 1/

2" 5/

8"

5/8" GWB

FIRE CAULK APPLY FOR ANY CJ

2'-6"

4"

1'-2"

2"

1/

2"

PRECAST OR SITE CAST

CONCRETE SPLASH

BLOCK - SET TO ENSURE

SLOPE TO DRAIN AWAY

FROM BLDG.

DIMENSION IS 1/2" MIN.

WIDER THAN DOWNSPOUT

SLOPE

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

2022-130-00

FDN

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11/4/2025 11:07:00 AM

NOVEMBER 5, 2025

MECHANICAL YARD SCREEN

WALL PLAN AND DETAILS

AE102

BKG

NXL

NXL

SCALE: 3/16" = 1'-0"

MECHANICAL YARD SCREEN WALL (OLI #5)C3

SCALE: 3/16" = 1'-0"

WEST MECH SCREEN WALL ELEVATION (OLI #5)B3SCALE: 3/16" = 1'-0"

SOUTH MECH SCREEN WALL ELEVATION (OLI…