Phase 1 - Lab Addition - Plans.pdf

PDF 26 MB Posted Apr 21, 2025

Attached to: Manufacturing Lab Addition Between B331 B332 and Renovations, Lakehurst Naval Base, Joint Base-MDL, New Jersey
Solicitation number: W912DS25BA004
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Apr 21, 2025

These files comprise detailed architectural, structural, mechanical, electrical, plumbing, fire protection, telecommunications, and security design drawings for a Manufacturing Lab Addition project at Joint Base McGuire-Dix-Lakehurst in Lakehurst, New Jersey. The project involves constructing a new laboratory expansion between existing Buildings 331 and 332, spanning approximately 12,189 square feet and classified with multiple occupancy types including Business (B), Factory - Moderate Hazard (F-1), and High Hazard Group 2 (H-2).

The comprehensive set of drawings covers extensive technical specifications, including architectural layouts, structural framing, site utilities, power distribution, lighting, telecommunications infrastructure, security systems, and fire protection. Key design elements include a non-combustible Type IIB construction with no fire resistance rating, multiple rooftop mechanical units, specialized laboratory equipment power connections, a new electrical service with a 600kW diesel generator, telecommunications infrastructure, and security access control systems. The project includes provisions for specialized laboratory spaces such as an Additive Lab, Optomec Containment area, mechanical rooms, and powder handling spaces, with careful attention to hazardous area classifications and safety requirements.

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Other files

File	Type	Posted
Bid Abstract.pdf	PDF	Jun 6, 2025
Amendment W912DS25BA0040007.pdf	PDF	Jun 2, 2025
Phase 1 - Spec - Amd 0007.pdf	PDF	Jun 2, 2025
Phase 2 - Plans - Amd 0007.pdf	PDF	Jun 2, 2025
Phase 3 - Plans - Amd 0007.pdf	PDF	Jun 2, 2025
Phase 3 - Specs - Amd 0007.pdf	PDF	Jun 2, 2025
Phase 1 - Plans - Amd 0007.pdf	PDF	Jun 2, 2025
Phase 2 - Specs - Amd 0007.pdf	PDF	Jun 2, 2025
Amendment W912DS25BA0040006.pdf	PDF	May 27, 2025
Appendix H - Bldg 332 - Interior Photos.pdf	PDF	May 23, 2025
Amendment W912DS25BA0040005.pdf	PDF	May 23, 2025
Appendix G - Bldg 331 - Interior Photos.pdf	PDF	May 23, 2025
Appendix J - AMRS Meter Specification 2021.pdf	PDF	May 23, 2025
Appendix I - Transformer and Switchboard.pdf	PDF	May 23, 2025
Amendment W912DS25BA0040004.pdf	PDF	May 19, 2025
W912DS25BA0004 Amendment 03.pdf	PDF	May 14, 2025
Amendment 2 - Plans.pdf	PDF	May 8, 2025
Amendment W912DS25BA0040002.pdf	PDF	May 8, 2025
Appendix F - Exterior Site Photos.pdf	PDF	May 6, 2025
Amendment 1 - Spec 01 35 26.pdf	PDF	May 6, 2025
Appendix D - B331-332 Hazmat Survey.pdf	PDF	May 6, 2025
Appendix E - Site Visit Sign-in.pdf	PDF	May 6, 2025
Amendment W912DS25BA0040001.pdf	PDF	May 6, 2025
Phase 2 - Bldg 331 Renovation - Plans.pdf	PDF	Apr 22, 2025
Phase 1 - Lab Addition - Specifications.pdf	PDF	Apr 22, 2025
Phase 3 - Bldg 332 Renovation - Plans.pdf	PDF	Apr 22, 2025
Solicitation - W912DS25BA004.pdf	PDF	Apr 21, 2025
Appendix C - Color and Finishes.pdf	PDF	Apr 21, 2025
Appendix A - MONACO FA.pdf	PDF	Apr 21, 2025
Phase 2 - Bldg 331 Renovation - SID.pdf	PDF	Apr 21, 2025
Phase 3 - Bldg 332 Renovation - SID.pdf	PDF	Apr 21, 2025
Phase 1 - Lab Addition - Exterior Finish.pdf	PDF	Apr 21, 2025
Phase 3 - Bldg 332 Renovation - Specifications.pdf	PDF	Apr 21, 2025
Phase 2 - Bldg 331 Renovation - Specifications.pdf	PDF	Apr 21, 2025
Phase 1 - Lab Addition - SID.pdf	PDF	Apr 21, 2025
Appendix B - HVAC.pdf	PDF	Apr 21, 2025

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SHEET ID

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SOLICITATION NO.:

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ISSUE DATE:

VOLUME:

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MSBL 12-4029

JANUARY 2025

JOINT BASE MCGUIRE-DIX-LAKEHURST, LAKEHURST NJ

ADDITIVE LAB ADDITION

FINAL SUBMITTAL - ISSUED FOR CONSTRUCTION

SHEET ID

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INDEX OF DRAWINGS

SHEET NO. TITLE

GENERAL

G-000A COVER SHEET

G-001A DRAWING INDEX

GI001A CODE ANALYSIS

GI002A BUILDING CODE SITE PLAN

GI100A LIFE SAFETY PLAN

CIVIL

C-001A CIVIL LEGENDS AND ABBREVIATIONS

C-002A CIVIL GENERAL NOTES

CD101A EXISTING CONDITIONS AND DEMOLITION PLAN

CS101A SITE AND UTILITY PLAN

C-501A SITE DETAILS

C-502A UTILITY DETAILS

CG101A GRADING AND DRAINAGE PLAN

CG102A SOIL EROSION AND SEDIMENT CONTROL PLAN

CG501A SOIL EROSION AND SEDIMENT CONTROL DETAILS

STRUCTURAL

S-001A GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002A GENERAL STRUCTURAL NOTES

S-003A GENERAL STRUCTURAL NOTES

S-004A GENERAL STRUCTURAL NOTES

S-101A FOUNDATION PLAN

S-102A ROOF FRAMING PLAN

S-201A FRAMING ELEVATIONS

S-202A FRAMING ELEVATIONS

S-401A PARTIAL PLANS

S-501A TYPICAL CONCRETE DETAILS

S-502A TYPICAL CONCRETE DETAILS

S-503A TYPICAL CONCRETE DETAILS

S-506A TYPICAL LIGHT GAUGE DETAILS

S-507A TYPICAL STRUCTURAL STEEL DETAILS

S-508A TYPICAL STRUCTURAL STEEL DETAILS

S-510A FOUNDATION DETAILS

S-515A STRUCTURAL STEEL DETAILS

S-601A STRUCTURAL SCHEDULES

S-602A STRUCTURAL SCHEDULES

S-701A DIAGRAMS

ARCHITECTURAL

A-001A LEGENDS ABBREVIATIONS AND GENERAL NOTES

A-002A WALL TYPES

A-101A AREA OF WORK PLAN

A-102A AIR BARRIER PLAN

A-301A AIR BARRIER SECTIONS

AD001A GENERAL DEMOLITION NOTES

AD101A DEMOLITION PLAN

AD120A DEMOLITION ROOF PLAN

AD201A DEMOLITION ELEVATIONS

AE101A OVERALL FLOOR PLAN

AE110A REFLECTED CEILING PLAN

AE120A ROOF PLAN

AE201A BUILDING ELEVATIONS

AE202A BUILDING ELEVATIONS

AE301A BUILDING SECTIONS

AE302A BUILDING SECTIONS

AE303A WALL SECTIONS

AE304A WALL SECTIONS

AE305A WALL SECTIONS

AE401A ENLARGED PLANS

AE402A ENLARGED PLANS

AE501A DOOR DETAILS

AE502A DOOR AND WINDOW DETAILS

AE503A ROOF DETAILS

AE504A ROOF DETAILS

AE505A ROOF DETAILS

AE506A DETAILS

AE507A DETAILS

AE508A DETAILS

AE601A DOOR SCHEDULE

AE602A WINDOW SCHEDULE

AF001A FINISH MATERIALS LIST

AF101A FLOOR PATTERN PLAN

AF601A ROOM FINISH SCHEDULE

AI201A TYPICAL ABA MOUNTING HEIGHTS

AI202A INTERIOR ELEVATIONS

AI203A INTERIOR ELEVATIONS

INTERIORS

IF101A FURNITURE PLAN

IF401A ENLARGED FURNITURE PLAN

IG101A SIGNAGE FLOOR PLAN

IG501A SIGN TYPES

IG601A SIGNAGE SCHEDULE

INDEX OF DRAWINGS

SHEET NO. TITLE

FIRE ALARM

FA001A FIRE ALARM LEGEND

FA101A FIRE ALARM PLAN

FA501A FIRE ALARM CONTROL MATRIX

FA600A FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

FIRE PROTECTION

FP001A FIRE PROTECTION LEGEND

FP002A FIRE PROTECTION HAZARD CLASSIFICATION

FP101A FIRE PROTECTION PLAN

FP300A FIRE PROTECTION SECTION

FP500A FIRE PROTECTION DETAILS

PLUMBING

P-001A PLUMBING LEGEND

PD101A PLUMBING DEMOLITION PLAN

P-101A PLUMBING PLAN

P-102A PLUMBING ROOF PLAN

P-401A PLUMBING ENLARGED AND ISOMETRIC PLANS

P-402A PLUMBING COMPRESSED AIR, NITROGEN AND ARGON GAS ISOMETRIC

PLAN

P-501A PLUMBING DETAILS

P-601A PLUMBING SCHEDULES

MECHANICAL

M-001A MECHANICAL GENERAL NOTES, ABBREVIATIONS

MD101A HVAC DEMOLITION PLAN

M-101A HVAC PLAN

M-102A HVAC ROOF PLAN

M-301A HVAC SECTIONS

M-501A HVAC DETAILS

M-601A HVAC SCHEDULES

M-700A CONTROL LEGEND & ABBREVIATIONS

M-701A CONTROLS DOAS

M-702A CONTROLS VAV RTU

M-703A CONTROLS TERMINAL UNITS

M-704A CONTROLS FAN

ELECTRICAL

E-001A LEGEND, ABBREVIATIONS AND GENERAL NOTES

ED101A ELECTRICAL DEMOLITION PLAN

ES101A ELECTRICAL SITE PLAN

ES501A SITE DETAILS

ES502A MANHOLE DETAILS

ES503A MANHOLE DETAILS

E-501A SCHEDULES AND DETAILS

E-601A ELECTRICAL ONE-LINE DIAGRAM

E-602A ELECTRICAL FEEDER SCHEDULE

E-603A PANEL SCHEDULES

E-604A PANEL SCHEDULES

EG101A LIGHTNING PROTECTION PLAN

EG501A LIGHTING PROTECTION DETAILS

EL101A LIGHTING PLAN

EP101A POWER PLAN

EP102A ROOF POWER PLAN

EP401A ENLARGED POWER PLAN

TELECOMMUNICATIONS

T-001A TELECOMMUNICATIONS LEGEND

T-101A TELECOMMUNICATION PLAN

T-401A TELECOMMUNICATIONS ENLARGED PLAN & ELEVATIONS

T-501A TELECOMMUNICATION DETAILS

T-502A TELECOMMUNICATION DETAILS

T-601A TELECOMMUNICATION SYSTEM RISER DIAGRAM

TY001A SECURITY SYSTEM LEGEND

TY101A SECURITY PLAN

TY501A SECURITY SYSTEM DETAILS

BUILDING CODE ANALYSIS (IBC 2021)

BUILDING OCCUPANCY (CHAP. 3)

BUSINESS (B), FACTORY - MODERATE HAZARD (F-1), AND HIGH HAZARD GROUP 2 (H-2)

OCCUPANCY SEPARATION (SECTION 508)

OCCUPANCY SEPARATION REQUIREMENTS ARE FOR BUILDINGS WITHOUT AUTOMATIC SPRINKLER PROTECTION

THROUGHOUT.

OCCUPANCY SEPARATION:

H-2 FROM F-1 & B

F-1 FROM B

FIRE RESISTANCE RATING

REQUIRED:

3 HOUR

0 HOUR

FIRE RESISTANCE RATING

PROVIDED:

3 HOUR

0 HOUR

CONSTRUCTION TYPE (CHAP. 6)

THE EXISTING BUILDINGS, BUILDINGS B331 AND B332, ARE BOTH CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS WITH NO FIRE RESISTANCE RATINGS. THE ADDITION WILL ALSO BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS.

CONSTRUCTION TYPE PROVIDED: TYPE IIB (NON-COMBUSTIBLE, NO FIRE RESISTANCE RATING)

FIRE RESISTANCE RATING

REQUIRED:

0 HOUR

FIRE RESISTANCE RATING

PROVIDED:

0 HOUR

PER TYPE IIB CONSTRUCTION:

PRIMARY STRUCTURAL FRAME:

BEARING WALLS

EXTERIOR:

INTERIOR:

NONBEARING WALLS & PARTITIONS

EXTERIOR:

INTERIOR:

FLOOR CONSTRUCTION:

ROOF CONSTRUCTION:

PER SITE PLAN GI002 THERE IS A MINIMUM FIRE SEPARATION DISTANCE OF 30 FT AT ALL NEW EXTERIOR WALLS.

EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING AT THIS DISTANCE IN ACCORDANCE WITH TABLE

705.5. EXISTING EXTERIOR WALLS ON THE WEST SIDE OF BUILDING 332 HAS A FIRE SEPARATION DISTANCE OF 5 FEET.

PER IEBC 2021, SINCE THE WALL IS EXISTING AND THE OCCUPANCY IS NOT CHANGING TO A HIGHER HAZARD CATEGORY, THE EXISTING WALL FIRE RESISTANCE RATING, INCLUDING OPENINGS SHALL BE ACCEPTED.

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS (TABLE 705.8):

OPENINGS ALLOWABLE:

NO LIMIT

OPENINGS PROVIDED:

30% MAXIMUM

BUILDING HEIGHT & AREA

BUILDING HEIGHT AND AREA REQUIREMENTS ARE FOR TYPE IIB CONSTRUCTION BUILDINGS WITHOUT AUTOMATIC

SPRINKLER PROTECTION THROUGHOUT.

ALLOWABLE

55 FT

SEE BELOW

PROVIDED:

22 FT

12,189 FT2

BUILDING HEIGHT (504.3):

NUMBER OF STORIES (504.4):

BUILDING AREA (506.2):

ALLOWABLE BUILDING AREA CALCULATION: THE SUM OF RATIOS OF ACTUAL AREAS AND ALLOWABLE AREA PER

OCCUPANCY MUST NOT BE MORE THAN 1 (508.4.2). TABLE VALUES

FOR NON-SPRINKLERED AREAS IN TYPE IIB CONSTRUCTIONS:

OCCUPANCY

BUSINESS (B):

FACTORY (F-1):

HIGH HAZARD (H-2):

TABLE VALUE

23,000 FT2

15,500 FT2

7,000 FT2

ALLOWABLE AREA

34,500 FT2

23,250 FT2

10,500 FT2

ACTUAL AREA

3,823 FT2

3,818 FT2

4,859 FT2

NOTE: AT LEAST 50% OF THE BUILDING PERIMETER HAS A FRONTAGE DISTANCE OF 30 FT OR GREATER. A

FRONTAGE INCREASE OF 0.5 IS APPLIED TO DETERMINE THE ALLOWABLE AREA.

(3,823 FT2 / 34,500 FT2) + (3,818 FT2 / 23,250 FT2) + (4,859 FT2 / 10,500 FT2) = 0.74 < 1

REFERENCES

INTERNATIONAL BUILDING CODE, FOR CONSTRUCTION TYPE AND BUILDING OCCUPANCY

SEPARATION, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATIONS AND FIRE

SEPARATIONS DISTANCE REQUIREMENTS, EXCEPT AS MODIFIED BY UFC 3-600-01 AND UFC

4-211-01.

INTERNATIONAL EXISTING BUILDING CODE

FIRE CODE

STANDARD FOR PORTABLE FIRE EXTINGUISHERS

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES

NATIONAL ELECTRICAL CODE

NATIONAL FIRE ALARM AND SIGNALING CODE

STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS

LIFE SAFETY CODE, FOR SEPARATION FROM HAZARDS, BUILDING EGRESS AND LIFE SAFETY

AND APPLICABLE CRITERIA IN UFC 3-600-01

HAZARDOUS MATERIALS CODE

DOD BUILDING CODE, CHANGE 1 (SEPTEMBER 2022)

IBC 2021:

IEBC, 2021

NFPA 1, 2021

NFPA 10, 2022

NFPA 13, 2022

NFPA 24, 2022

NFPA 70, 2020

NFPA 72, 2022

NFPA 80, 2022

NFPA 90A, 2021

NFPA 101, 2021

NFPA 400, 2022

UFC 1-200-01

LIFE SAFETY ANALYSIS (NFPA 101)

BUILDING OCCUPANCY (CHAP. 3)

BUSINESS, INDUSTRIAL - GENERAL, AND INDUSTRIAL - HIGH HAZARD (PROTECTION LEVEL 2)

CONSTRUCTION TYPE (NFPA 220, CHAP. 4)

TYPE II (000)

CAPACITY OF MEANS OF EGRESS (7.3.3.1)

EGRESS COMPONENTS:

LEVEL COMPONENTS:

DOORS:

NUMBER OF MEANS OF

EGRESS (7.4.1.1):

0.2 IN. / PERSON, FOR HIGH HAZARD AREAS 0.4 IN. / PERSON

32 INCHES MIN. CLEAR WIDTH (7.2.1.2.3.2)

NOT LESS THAN TWO MEANS OF EGRESS SHALL BE PROVIDED FROM EVERY STORY

OR SECTION.

EXITS REQUIRED

EXITS PROVIDED

EXIT DISCHARGE (7.7.1): EXITS SHALL TERMINATE DIRECTLY AT A PUBLIC WAY OR AT AN EXTERIOR EXIT

DISCHARGE

TRAVEL DISTANCE

TRAVEL DISTANCE TO AN EXIT IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.6.2):

INDUSTRIAL - GENERAL

(40.2.6.1):

INDUSTRIAL HIGH HAZARD

(7.11.1, 40.2.5.1 & NFPA 400,

6.2.1.4.1 ):

ALLOWABLE

200 FT

75 FT TO EXIT HIGH HAZARD AREA

100 FT EXIT

PROVIDED

85 FT 6 IN.

84 FT

73 FT

96 FT

DEAD-END CORRIDORS

DEAD-END CORRIDORS IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.5.3.2):

INDUSTRIAL - GENERAL

(40.2.5.1):

INDUSTRIAL HIGH HAZARD

(40.2.5.1):

ALLOWABLE

20 FT

50 FT

NOT

PERMITTED

PROVIDED

0 FT

COMMON PATH OF TRAVEL

COMMON PATH OF TRAVEL IN OCCUPANCIES WITHOUT SPRINKLER PROTECTION THROUGHOUT SHALL NOT EXCEED:

BUSINESS (38.2.5.2.3):

INDUSTRIAL - GENERAL

(40.2.5.1):

INDUSTRIAL HIGH HAZARD

(40.2.5.1):

ALLOWABLE

75 FT

50 FT

NOT

PERMITTED1

PROVIDED

31 FT

26 FT

0 FT

NOTE: HIGH HAZARD AREAS ARE REQUIRED TO BE PROTECTED WITH AUTOMATIC SPRINKLERS.

1. A SINGLE MEANS OF EGRESS IS PERMITTED IN A HAZARDOUS AREA IF THE AREA DOES NOT EXCEED 200 FT2, CALCULATED OCCUPANT LOAD DOES NOT EXCEED 3 PERSONS AND THE COMMON PATH DOES NOT EXCEED 25

FT. (7.11.4)

OCCUPANT LOAD FACTOR (7.3.1.2)

USE

BUSINESS

ASSEMBLY, LESS CONCENTRATED

INDUSTRIAL, GENERAL

MECHANICAL, ELECTRICAL & BUILDING EQUIPMENT

SPACES (UFC 3-600-01, TABLE 10-1)

IT/COMM EQUIPMENT (UFC 3-600-01, TABLE 10-1)

LOAD FACTOR (FT2 / PERSON)

150 GROSS

15 NET

100 GROSS

500 GROSS

300 GROSS

INTERIOR FINISHES

FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016, CHANGE 6 (MAY 2021)

DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018, CHANGE 2

(JULY 2022)

DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 9 APRIL 2008, CHANGE 1 (JANUARY 2010)

UFC 3-600-01

UFC 4-010-01

UFC 4-021-01

REFERENCES CONTINUED

FIRE DOORS: THE MINIMUM FIRE RATING OF OPENING PROTECTIVES IN FIRE BARRIERS, FIRE RATED

SMOKE BARRIERS AND FIRE RATED SMOKE PARTITIONS SHALL BE IN ACCORDANCE

WITH NFPA 101 TABLE 8.3.3.2.2

ALLOWABLE

3 HOUR

PROVIDED

3 HOUR

COMPONENT

3 HOUR FIRE BARRIER

-DOOR

FIRE SEPARATIONS

SPECIAL HAZARDS (8.7): AREAS HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL TO THE GENERAL

OCCUPANCY OF THE BUILDING SHALL BE SEPARATED FROM OTHER PARTS OF THE

BUILDING WITH A FIRE BARRIER HAVING A RESISTANCE RATING NOT LESS THAN 1

HOUR AND WITHOUT WINDOWS.

CORRIDORS: EXIT ACCESS CORRIDORS DO NOT REQUIRE 1 HOUR FIRE RESISTANCE RATING PER

NFPA 101 38.3.6.1 AND 40.3.6.

USE

OTHER SPACES

ALLOWABLE

A, B OR C

PROVIDED

HIGH HAZARD PROTECTION LEVEL 2 REQUIREMENTS

CHAPTER 4 OF UFC 3-600-01 SUPERCEDES IBC CHAPTER 4 IN ITS ENTIRETY. FOR UNIQUE HAZARDS NOT ADDRESS

WITHIN CHAPTER 4 OF UFC 3-600-01, COMPLY WITH NFPA 101.

HAZARDOUS MATERIALS USED AND STORED IN THE BUILDING INCLUDE COMBUSTIBLE AND WATER REACTIVE

METALS.

HIGH HAZARD AREA SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING WITH NOT LESS THAN 2 HOUR FIRE SEPARATION AND HAVE EXPLOSION VENTING THROUGH AN EXTERIOR WALL PER UFC 3-600-01, 4-2.2. ALSO, REFER TO

THE DEFLAGRATION VENTING SECTION BELOW.

AUTOMATIC SPRINKLERS SHALL BE PROVIDED WITH INDICATING VALVE TO ISOLATE SPRINKLER SYSTEM WITHIN

HAZARDOUS AREA PER UFC 3-600-01, 4-20.2.4.

FIRE EXTINGUISHER REQUIREMENTS

ORDINARY HAZARD

2-A, 10-B, C

1500 FT2

11,250 FT2

30 FT WITH 10-B,

50 FT WITH 20-B

EXTRA HAZARD

4-A, 40-B, C

1000 FT2

11,250 FT2

30 FT WITH 40-B,

50 FT WITH 80-B,

75 FT FOR TYPE D

EXTINGUISHERS

LIGHT HAZARD

2-A, C

3000 FT2

11,250 FT2

75 FT

DRY CHEMICAL TYPE ABC FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT THE BUILDING. ADDITIONALLY, TYPE D FIRE EXTINGUISHERS WILL BE PROVIDED IN THE HIGH HAZARD OCCUPANCY AREA.

FIRE EXTINGUISHERS MUST BE PROVIDED TO MEET THE CRITERIA OF NFPA 10 FOR THE RESPECTIVE OCCUPANCY HAZARDS. THE ADMINISTRATIVE WING IS CLASSIFIED AS LIGHT HAZARD AND POTENTIAL FIRES ARE EXPECTED TO BE TYPE A OR C. THE HIGH HAZARD AREA IS CLASSIFIED AS EXTRA HAZARD AND POTENTIAL FIRES ARE EXPECTED TO BE TYPE A, B, C, OR D. THE MACHINE SHOP WING IS CLASSIFIED AS ORDINARY HAZARD AND POTENTIAL FIRES ARE

EXPECTED TO BE TYPE A, B, OR C.

COMPONENT

MINIMUM RATING

MAXIMUM FLOOR AREA PER

UNIT OF A

MAXIMUM FLOOR AREA PER

EXTINGUISHER

MAXIMUM TRAVEL DISTANCE

TO EXTINGUISHER

DEFLAGRATION VENTING

UFC 3-600-01, 4-2.2, EXPLOSION VENTING IS REQUIRED ON AN EXTERIOR WALL. A DUST HAZARD ANALYSIS DETERMINED THAT THE MAXIMUM KST = 27 (BAR*M / S) AND THE MAXIMUM PMAX = 6.1 BAR-G. THE YIELD STRENGTH OF

THE STRUCTURE IS 33 KSI (2,275 BAR).

PER NFPA 68, THE REDUCED PRESSURE FROM VENTING SHALL NOT EXCEED 2/3 THE YIELD STRENGTH OF THE ENCLOSURE OR THE YIELD STRENGTH INCLUDING A DYNAMIC LOAD FACTOR (DLF). WITH A WORSE CASE DLF OF 1.5, THE MAXIMUM ALLOWABLE REDUCED PRESSURE IS 1,516 BAR. 1,516 BAR EXCEEDS THE 6.1 BAR THE HAZARDOUS

MATERIAL IS CAPABLE OF PRODUCING. THUS DEFLAGRATION VENTING IS NOT REQUIRED.

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STORAGE

CONTAINER

SHIPPING

CONTAINER

S H

C O

N T A

S H

C O

N T A

S H

C O

N T A

S H

G C

O N

T A

E R

SHIPPING

CONTAINER

S H

C O

N T A

S H

C O

N T A

S H

C O

N T A

S H

C O

N T A

P A

V E

D P

A R

G L

O T

S H

E L V

E S

PLANTER

W O

O D

E N

R A

M P

S T A

A S

TRENCH DRAIN

O N

C R

E T E

B A

R R

C O

N C

R E

T E

B A

R R

P A

V E

M E

N T

P A

V E

M E

N T

P A

V E

M E

N T

HOUGHTON ROAD

A C

U N

N R

E D

C O

N C

R E

T E

A C

U N

A C

U N

N R

E D

C O

N C

R E

T E

A C

U N

A C

U N

A C

U N

A C

U N

V E

N T S

VENTS

S T O

N E

S T O

N E

V A

U L T

E D

E P

A R

N T

C O

N N

E C

E Q

M E

N T

E Q

M E

N T

E Q

M E

N T

R O

O F T

U R

E S

E P

H O

N E

E P

H O

N E

E P

H O

N E

E P

H O

N E

R A

A B

A N

D O

N E

D E

X P

O S

E D

R A

O A

T R

A C

K S

C O

V E

R E

D W

A S

P H

A L T

G E

N E

R A

T O

E E

X T

G U

E R

C O

M P

R E

S S

E D

E P

H O

N E

E P

H O

N E

S T

R I P

S T

R I P

S T

R I P

R A

E D

G E

P A

V E

P A

V E

C O

M P

E N

S A

T E

C H

A R

G E

H O

S T E

E L P

L A

T E

(R E

M O

V A

B L E

C O

V E

R E

C O

N N

E C

VENT

O O

F D

R A

C O

N C

R E

T E

C E

Q U

E N

R O

O F D

R A

R O

O F D

R A

R O

O F D

R A

R O

O F D

R A

H V

O L T A

G E

E L E

C T R

Q U

E N

R O

O F D

R A

R O

O F D

R A

R O

O F D

R A

R O

O F D

R A

E R

O W

E R

O W

A C

U N

CLENDENING STREET

R O

O F D

R A

R O

O F D

R A

R O

O F D

R A

S H

C O

N T A

S H

C O

N T A

R O

O F D

R A

PLANTER

S E

V E

R Y

N S

R O

A D

41'-6"

'-6

FIRE WATER MAIN

PIV

FIRE HYDRANT

'-6

26'-0"

5'-0"

'-6

FIRE DEPARTMENT

CONNECTION

199 LINEAR FEET

335 LINEAR FEET

143 LINEAR FEET

TO THE FDC

SHEET ID

F O

R C

E C

E N

E E

G C

E N

T E

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

D R

E M

A u to d e s k D o c s /0

-0

-J

B M

D L B

B M

D L

L a b E x p a n s io n A

.r v t

GI002A

B U

C O

D E

E P

L A

J O

B A

S E

M C

G U

-D

-L A

K E

H U

R S

T L A

K E

H U

R S

T N

J R

E S

T E

C S

P E

N C

E R

J A

N U

A R

M S

B L

-4

A L

S U

B M

A L

U E

D F

O R

C O

N S

T R

U C

A D

L A

B A

D D

1" = 30'-0" A1

BUILDING CODE SITE PLAN

PLAN NORTH

30 15 0 30 60

FIRE DEPARTMENT

MAIN ENTRANCE

GENERAL NOTES

1. FIRE SEPARATION DISTANCES ARE SHOWN ON THE BUILDING

CODE SITE PLAN. THERE IS A MININIMUM FIRE SEPARATION

DISTANCE OF 30 FT FROM ALL NEW EXTERIOR WALLS.

EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING

AT THIS DISTANCE IN ACCORDANCE WITH IBC TABLE 705.5.

EXISTING EXTERIOR WALL ON THE WEST SIDE OF THE BUILDING

HAS A FIRE SEPARATION DISTANCE OF 5 FT. PER IEBC 2021,

SINCE THE WALL IS EXISTING AND THE OCCUPANCY IS NOT

CHANGING TO A HIGHER HAZARD CATEGORY, THE EXISTING

WALL FIRE RESISTANCE RATING, INCLUDING OPENINGS SHALL

BE ACCEPTED.

2. EMERGENCY VEHICLE (FIRE DEPARTMENT) ACCESS IS VIA

EXISTING ADJACENT ROADS AND EXISTING PARKING AREAS.

3. THIS FACILITY IS WITHIN A SECURED FACILITY, ANTITERRORISM

SECURE ACCESS REQUIREMENTS DO NOT APPLY.

4. ACCESS TO THE BUILDING INTERIOR IS WITHIN 50 FT FROM FIRE

DEPARTMENT ACCESS ROOM. EXTERIOR ACCESS TO THE FIRE

SPRINKLER RISER ROOM IS LOCATED ON THE SOUTH SIDE OF

THE BUILDING.

5. THE BUILDING FDC IS LOCATED ON THE SOUTHSIDE OF THE

BUILDING AND IS WITHIN 150 FT OF A FIRE HYDRANT. FINAL FDC

LOCATION TO BE APPROVED BY BASE FIRE DEPARTMENT.

6. FIRE HYDRANTS, PIV'S AND NEW AND EXISTING FIRE WATER

LINES ARE SHOWN ON THE BUILDING CODE SITE PLAN.

7. A FIRE PUMP IS NOT REQUIRED OR PROVIDED.

8. A WATER STORAGE TANK IS NOT REQUIRED OR PROVIDED.

9. THERE ARE NO HAZADOUS SPILL CONTAINMENT

REQUIREMENTS FOR THIS FACILITY.

10. THE FIRE SUPPRESSION SYSTEM BACKFLOW PREVENT IS

LOCATED IN THE MECH/EQUIP. ROOM AND IS ACCESSIBLE FROM

THE BUILDING EXTERIOR.

S S S S

1 4

32"

33"

32"

33"

2,305 SF

IND.

H-2

100 GSF

442 SF

EQUIP.

H-2

500 GSF

56'-0" 0'-0"

EQUIP.

IND.

1,994 SF

IND.

H-2

100 GSF

67'-0" 0'-0"

K B

48'-0" 0'-0"

73'-0" 0'-0"

48'-0" 0'-0"

3 HOUR FIRE RATED

COLUMN

32"

33"

NOT IN SCOPE

63'-6" 0'-0"

ADDITIVE

LAB

ADDITIVE

LAB

(PARTICULATE

CONTAINMENT)

OPTOMEC

CONTAINMENT

MECHANICAL

ELECTRICAL

COMM

POWDER

HANDLING

RESTROOM

32"

52"

1-HR RATED FIRE BARRIER

2-HR RATED FIRE BARRIER

3-HR RATED FIRE BARRIER

SMOKE PARTITION

EXIT PATH

COMMON PATH OF TRAVEL

TOTAL TRAVEL DISTANCE

DOOR EGRESS TAGS:

NUMBER OF OCCUPANTS USING EXIT

EGRESS MAXIMUM CAPACITY

CLEAR WIDTH PROVIDED

COMPONENT MINIMUM WIDTH REQUIRED

CALCULATED OCCUPANT LOAD

USE GROUP AREA

OCCUPANCY USE GROUP

OCCUPANT LOAD FACTOR

BUILDING OCCUPANCY CLASSIFICATION

USE GROUP AND FUNCTION OF SPACE TAG:

LIFE SAFETY LEGEND

000 SF

IND.

F-1

150 GSF

130' 55'

EMERGENCY KEY BOX

32"

34"

FIRE EXTINGUISHER - TYPE ABC

FIRE EXTINGUISHER - TYPE D

ILLUMINATED EXIT SIGN - SINGLE FACE

(ARROWS INDICATE EXIT DIRECTION)

ILLUMINATED EXIT SIGN - DOUBLE FACE

(ARROWS INDICATE EXIT DIRECTION)

SHEET ID

F O

R C

E C

E N

E E

G C

E N

T E

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

D R

E M

A u to d e s k D o c s /0

-0

-J

B M

D L B

B M

D L

L a b E x p a n s io n A

.r v t

GI100A

E S

A F

E T

Y P

L A

J O

B A

S E

M C

G U

-D

-L A

K E

H U

R S

T L A

K E

H U

R S

T N

J R

E S

T E

C S

P E

N C

E R

J A

N U

A R

M S

B L

-4

A L

S U

B M

A L

U E

D F

O R

C O

N S

T R

U C

A D

L A

B A

D D

1/8" = 1'-0" A1

LIFE SAFETY PLAN

PLAN NORTH

0' 2' 4' 8' 16'

GENERAL NOTESOCCUPANCY USE LEGEND

MECH/ELECT. EQUIPMENT (UFC 3-600-01)

GENERAL INDUSTRIAL (NFPA 101)

1. IN HIGH HAZARD AREA TRAVEL PATHS ARE BROKEN INTO

TWO. FIRST SEGMENT IS SHOWING TRAVEL DISTANCE OUT

OF HIGH HAZARD AREA. SECOND SEGMENT IS SHOWING

REMAINING DISTANCE TO AN EXIT.

NAME AREA

BLDG.

OCCUPANCY

USE

GROUP

LOAD FACTOR

(SQFT/OCC.)

OCCUPANT

LOAD

ADD. MANF. 1994 SF H-2 IND. 100 20

BREAK 206 SF B LS

CONC.

15 14

BUSINESS 3518 SF B B 150 24

CLEAN

ROOM

2305 SF H-2 IND. 100 23

EQUIPMENT 442 SF H-2 EQUIP. 500 1

SHOP 3724 SF F-1 IND. 100 38

TOTALS: 12189 SF 120

OCCUPANT LOAD - BUILDING TOTAL

SHEET KEYNOTES

1. 3 HOUR FIRE BARRIER EXTENDS WITH ROOF OVERHANG.

THE FIRE BARRIER SHALL BE SUPPORTED BY 3 HOUR

RATED CONSTRUCTION.

OCCUPANT LOAD - PROJECT 1

NAME AREA

BLDG.

OCCUPANCY

USE

GROUP

LOAD FACTOR

(SQFT/OCC.)

OCCUPANT

LOAD

ADD. MANF. 1994 SF H-2 IND. 100 20

CLEAN

ROOM

2305 SF H-2 IND. 100 23

EQUIPMENT 442 SF H-2 EQUIP. 500 1

TOTALS: 4741 SF 44

CONCRETE PAVEMENT

ASPHALT PAVEMENT

SAN

W W

SANITARY SEWER SERVICE

WATER SERVICE

SEWER CLEAN OUT

FO FIBER OPTIC LINE

E UNDERGROUND ELECTRIC

TRANSFORMER

GENERATOR

F FIRE WATER

COMMUNICATIONS MANHOLEC

GATE VALVE

REMOVE AND DEMOLISH PAVEMENT

REMOVE AND DEMOLISH UTILITY

UNDERGROUND ELECTRICE

COMMUNICATIONSC

NATURAL GASG

FIRE WATERF

DOMESTIC WATERW

SANITARY SEWERS

COMMUNICATIONS MANHOLE

NATURAL GAS VALVE

LIGHT POLE

CLEAN OUT

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STORM DRAIN PIPE

BENCHMARK LOCATION

FIRE HYDRANT

5 FT CONTOUR

1 FT CONTOUR

STREET SIGN

1' CONTOUR

5' CONTOUR90

SF SILT FENCE

INLET PROTECTION

* THE LIST OF ABBREVIATIONS AND THE LEGENDS MAY

CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN THE

DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

AC AIR CONDITIONING

ASPH ASPHALT CEMENT

ASSY ASSEMBLY

BOC BACK OF CURB

BFP BACKFLOW PREVENTER

BITUM BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BW BACK OF WALL

CB CATCH BASIN

CES CIVIL ENGINEERING SQUADRON

CF CUBIC FEET

C&G CURB & GUTTER

CI CURB INLET

CL CENTERLINE

CLR CLEAR

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CMU CONCRETE MASONRY UNIT

COL COLUMN LINE

COM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

COR CONTRACTING OFFICER'S REPRESENTATIVE

CY CUBIC YARDS

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

DWG DRAWING

E EAST

EL ELEVATION

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EW EACH WAY

EX EXISTING

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FES FLARED END SECTION

FF FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FL FLOW LINE

FM FORCE MAIN

FP FIRE PROTECTION

FT FEET or FOOT

FW FIRE WATER

GAL GALLON

GALV GALVANIZED

GE GUTTER ELEVATION

GP GUARD POST

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

GV GATE VALVE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HG HYDROGEN GAS

HP HIGH POINT

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

INV INVERT ELEVATION

JB JUNCTION BOX

JBMDL JOINT BASE McGUIRE-DIX-LAKEHURST

L LENGTH

LF LINEAR FEET or LINEAR FOOT

LP LOW POINT

MAX MAXIMUM

M.E. MATCH EXISTING

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MON MONUMENT

MTR METER

MW MONITORING WELL

N NORTH

N/A NOT APPLICABLE

NG NATURAL GAS

NJDOT NEW JERSEY DEPARTMENT OF TRANSPORTATION

NO. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PC POINT OF CURVE

PD POSITIVE DISPLACEMENT

PE POLYETHYLENE

PG PRESSURE GAUGE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PS POINT OF SWITCH

PSF POUNDS PER SQUARE FOOT (or FEET)

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE or

POLYVINYLCHLORIDE PIPE

PVMT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

ROW RIGHT OF WAY

ABBREVIATIONS*

SITE AND UTILITY LEGEND

DEMOLITION LEGEND

H U

, N J

T-

M C

G U

E-

-L

, L

N J

D D

- I

O R

C O

R U

O N

SHEET ID

F O

R C

E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

Au to de sk

D oc s:

//0

-J

L B3

-0 3C

-0

.d w g

N . L

U E

D . C

D S

O N

C-001A

S SOUTH

SD STORM DRAIN or STORM SEWER

SHT SHEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM SEWER

STA STATION

STD STANDARD

STMH STORM SEWER MANHOLE

TBM TEMPORARY BENCHMARK

TOC TOP OF CURB ELEVATION

TD TRENCH DRAIN

TG TOP OF GRATE ELEVATION

TOP TOP OF PAVEMENT ELEVATION

TOW TOP OF WALL ELEVATION

TYP TYPICAL

UC UNDERGROUND COMMUNICATIONS

UE UNDERGROUND ELECTRICAL

UNO UNLESS NOTED OTHERWISE ON DRAWINGS

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

W WATER or WEST

W/ WITH

WWF WELDED WIRE FABRIC

ABBREVIATIONS* EXISTING CONDITIONS LEGEND

PLAN NORTH

TRUE NORTH

PLAN

NORTH 8/

GRADING LEGEND

D A

08/01/202324 JUNE 2024

H U

, N J

T-

M C

G U

E-

-L

, L

N J

D D

- I

O R

C O

R U

O N

SHEET ID

F O

R C

E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

Au to de sk

D oc s:

//0

-J

L B3

-0 3C

-0

.d w g

N . L

U E

D . C

C-002A

GENERAL CIVIL NOTES

1. EXISTING CONDITIONS INFORMATION IS BASED ON A TOPOGRAPHICAL AND PHYSICAL DESIGN SURVEY

PROVIDED BY: BORBAS SURVEYING AND MAPPING, LLC. BOONTON, NJ (PROJECT NO. 980724 DATED 8/2/22)

2. EXISTING SURFACE INFORMATION, IMPROVEMENTS, APPURTENANCES, AND ABOVE-GRADE

CONSTRUCTION AS SHOWN ON THESE PLANS IS BASED ON THE FIELD SURVEY REFERENCED ABOVE. ALL UNDERGROUND UTILITY LINEWORK SHOWN IS AS PROVIDED BY JBMDL IN GIS AND CAD FORMAT. UTILITY MARKINGS, AND SURVEY SHOTS ON UTILITY MARKINGS, WERE NOT CONDUCTED FOR THIS PROJECT. DUE TO THIS, DISCREPANCIES MAY EXIST BETWEEN FIELD-SURVEYED SURFACE UTILITY STRUCTURES AND THE UNDERLYING UTILITY LINEWORK . CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

3. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF NEW JERSEY TO SURVEY PROJECT

IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION, OTHER

BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS.

CONTRACTOR SHALL SUPPLY CERTIFIED CONTROL POINT DATA TO CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES AND AFTER COMPLETION OF CONSTRUCTION.

4. TOTAL DISTURBED ACREAGE = ±0.36 AC

5. THE CONTRACTOR SHALL COMPLETE AND FILE AF 103 DIG PERMIT AS REFERENCED IN THE

SPECIFICATIONS. THE CONTRACTOR SHALL ALSO CONTACT NEW JERSEY 811 CALL BEFORE YOU DIG.

6. THE GEOTECHNICAL INVESTIGATION REPORT WAS PREPARED BY ACER ASSOCIATES, LLC DATED 9/30/22.

7. THERE ARE NO KNOWN WETLANDS OR STREAMS WITHIN 200 FT OF THE PROJECT SITE.

8. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF DEWATERING METHODS, IF NECESSARY, AND INCLUDE IN BASE BID FOR APPROVAL. COORDINATE WITH GEOTECHNICAL REPORT

RECOMMENDATIONS.

9. ALL PAVEMENTS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE MAINTAINED AND REPLACED AS NEEDED TO THE SATISFACTION OF THE GOVERNMENT AT NO ADDITIONAL COST. PAVEMENT INSPECTION WITH THE GOVERNMENT IS REQUIRED PRIOR TO AND AT THE END OF EACH PHASE OF

CONSTRUCTION. PERIODIC PAVEMENT INSPECTIONS SHALL BE DONE ON A WEEKLY BASIS.

10. ALL AREAS NOTED FOR PAVEMENT REPLACEMENT SHALL HAVE BASE MATERIAL REMOVED AND REPLACED

AND SUBGRADE COMPACTED AND TESTED IN THE PRESENCE OF THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO PLACEMENT OF NEW MATERIAL.

11. CONTRACTOR ACCESS TO THE BASE IS RESTRICTED TO THE COMMERCIAL VEHICLE GATE.

12. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE OR EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION

DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE. DISPOSAL MUST BE PROVIDED BY THE CONTRACTOR AT LAWFUL CONTRACTOR-PROVIDED SITES OFF GOVERNMENT-CONTROLLED LANDS.

13. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE FEATURES. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION. ANY DAMAGE TO EXISTING

UTILITIES AND/OR SITE FEATURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE

CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO COST TO THE GOVERNMENT. ANY DAMAGE BY CONTRACTOR SHALL BE REPORTED IMMEDIATELY AND SENT TO THE

CONTRACTING OFFICER REPRESENTATIVE. AS DETERMINED BY THE CONTRACTING OFFICER

REPRESENTATIVE, THE CONTRACTOR CAN BE ORDERED TO IMMEDIATELY REPAIR DAMAGE CAUSED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AT NO COST

TO THE GOVERNMENT.

14. ALL CONTRACTOR TRAFFIC MUST STAY ON DESIGNATED HAUL ROUTE ROADWAYS AT ALL TIMES WHILE TRAVELING TO AND FROM THE PROJECT SITE. AT NO TIME SHALL THE HAUL ROUTE BECOME A PARKING /

STANDING AREA FOR ANY CONTRACTOR VEHICLES OR EQUIPMENT.

15. AREAS FOR CONTRACTOR USE ARE RESTRICTED TO THOSE LOCATIONS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING, SECURITY, FIELD OFFICE AND OTHER REQUIREMENTS AS PROVIDED IN SPECIFICATION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS. AREAS SHALL BE

RESTORED TO PRE-EXISTING CONDITION UPON COMPLETION OF THE PROJECT.

16. CONTRACTOR SHALL PROTECT ALL PAVEMENTS AND EXISTING UTILITIES DESIGNATED TO REMAIN FROM ALL HEAVY EQUIPMENT. PROVIDE TRAFFIC CONTROL MEASURES PER PROJECT SPECIFICATIONS.

17. ANY ITEMS WHICH ARE DAMAGED AND NEED TO BE REPLACED SHALL MEET THE PROJECT SPECIFICATION

REQUIREMENTS FOR THE APPLICABLE MATERIALS OR SYSTEM AT NO ADDITIONAL COST TO THE

GOVERNMENT. REQUIRED TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT

SPECIFICATIONS FOR MATERIALS UTILIZED. PROVIDE 48 HOUR ADVANCE NOTICE TO THE CONTRACTING

OFFICER FOR TESTING ACTIVITIES.

GENERAL CIVIL DEMOLITION NOTES

1. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO CONSTRUCTION PER PROJECT

SPECIFICATIONS. PROCEED WITH EXTREME CAUTION WHEN EXCAVATING.

2. BEFORE DEMOLISHING ANY UTILITY, THE CONTRACTOR SHALL ENSURE THAT THERE IS AN ACTIVE LINE TO

REPLACE THE FUNCTION OF THE UTILITY BEING REMOVED IF SERVICE IS FOR OCCUPIED FACILITIES.

3. CONTRACTOR SHALL STOP WORK AND NOTIFY CONTRACTING OFFICER OF ANY UNFORESEEN UTILITY

CONFLICTS AS SOON AS DISCOVERED.

4. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH PROPOSED WORK

TO BE PERFORMED. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT PER PROJECT

SPECIFICATIONS AND DETAILS PROVIDED IN THESE PLANS.

5. WELL CAPPING METHODS, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND NEW JERSEY DEPARTMENT OF HEALTH REQUIREMENTS. ALL CAPPING, IF REQUIRED, SHALL BE INSPECTED AND

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND THE WORK

AND PROVIDE PROTECTION AGAINST WATER DAMAGE, DUST MIGRATION, AND SOIL EROSION PER PROJECT

CONTRACT DOCUMENTS AND JBMDL REQUIREMENTS.

2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE ARCHITECTURAL PLANS.

GENERAL CIVIL GRADING AND DRAINAGE NOTES

1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THE PROJECT SPECIFICATIONS

2. CONTRACTOR SHALL MARK, AND PROTECT WITH FENCE, ALL BENCHMARKS DESIGNATED TO REMAIN.

3. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER (SEE PLANS).

4. ALL SPOT ELEVATIONS SHOWN ARE FINISHED GRADE, UNLESS NOTED OTHERWISE.

5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND

PERMITS OBTAINED PER PROJECT CONTRACT DOCUMENTS AND JBMDL REQUIREMENTS.

6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL SURFACE RUNOFF DURING CONSTRUCTION PER

PROJECT CONTRACT DOCUMENTS.

GENERAL CIVIL UTILITY NOTES

1. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT POTENTIALLY HAVE EXISTING UTILITIES ON-SITE AND DETERMINE APPLICABLE

REQUIREMENTS.

2. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE IN COMPLIANCE

WITH PROJECT CONTRACT DOCUMENTS AND JBMDL REQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CIVIL SITE WORKS ACROSS ALL DISCIPLINES ASSOCIATED WITH THE PERFORMANCE OF THIS PROJECT. REFER TO THE ELECTRICAL SITE

PLANS FOR EXTERIOR POWER DISTRIBUTION AND COMMUNICATIONS WORK.

4. ANY EXISTING UTILITY STRUCTURES AND/OR APPURTENANCES WHICH ARE IN THE AREA OF

CONSTRUCTION AND WHICH WILL REMAIN SHALL BE ADJUSTED TO FINAL GRADE.

GENERAL CIVIL EROSION CONTROL NOTES

1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.

2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CONTINUAL MAINTENANCE OF

EROSION CONTROL MEASURES PER PROJECT CONTRACT DOCUMENTS, OCEAN COUNTY SOIL

CONSERVATION DISTRICT AND JBMDL REQUIREMENTS.

3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SILT BARRIERS AROUND ALL DRAINAGE STRUCTURES

UNTIL ALL CONSTRUCTION HAS BEEN COMPLETED.

4. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND EROSION FROM LEAVING THE

PROPERTY LIMITS.

5. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON-SITE. CONTRACTOR SHALL

TAKE PRECAUTIONS AS NECESSARY TO PREVENT EROSION AND SEDIMENT TRANSPORT DURING

CONSTRUCTION PER PROJECT CONTRACT DOCUMENTS.

6. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CLEANED AND MAINTAINED PER THE

CONTRACT DOCUMENTS.

7. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED PER PROJECT CONTRACT

DOCUMENTS.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL BE IMPLEMENTED AS

DIRECTED BY THE CONTRACTING OFFICER.

9. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION

CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, ANY LAND DISTURBING

ACTIVITY IN ACCORDANCE WITH PROJECT CONTRACT DOCUMENTS.

10. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT

VEGETATION OR PAVEMENTS HAVE BEEN ESTABLISHED. THE CONTRACTOR SHALL CLEAN ALL

SEDIMENT TRAPS AS REQUIRED BY THE PROJECT CONTRACT DOCUMENTS.

11. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL MEASURES SHALL RESULT IN ALL WORK ON THE CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE

BEEN MET, AS REQUIRED AND / OR DIRECTED.

12. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING THE DATE OF ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL RECEIVED, DURATION OF RAINFALL EVENT, INSPECTION NOTES, AND ANY REPAIRS OR CLEANING OF EROSION CONTROL DEVICES. LOG RECORDS SHALL BE SUPPLIED

TO THE CONTRACTING OFFICER'S REPRESENTATIVE ON A MONTHLY BASIS.

13. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF

MEASURES DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO EFFECTIVELY CONTROL OR TREAT THE

SEDIMENT SOURCE.

14. ALL CONSTRUCTION SITES ARE SUBJECT TO INSPECTIONS BY STATE, FEDERAL, AND JBMDL AGENCIES.

15. ANY FAILURE OF EROSION CONTROL MEASURES SHALL BE REPAIRED OR REPLACED BY CONTRACTOR

WITHIN 24 HOURS.

8/ 1/

E D

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08/01/202324 JUNE 2024

10 11

C O

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BUILDING 332

C O

N C

ETE

BUILDING 332T

BUILDING 331

X X

XXX

X X

ELECTRIC

CONCRETE

PAD

PAVED

PARKING LOT

PLAN

TER

WOODEN RAMP

G G

GGGGGG

G G

C H

D R

AIN

CONCRETE

BARRIERS

H O

U G

N R

AC UNIT

ON RAISED

CONCRETE

AC UNITS

AC UNIT

ON RAISED

CONCRETE

AC UNIT

VENTS

GAS METER

EQUIPMENT

FIRE PHONE

4" PVC

15" R

C P

15" RCP

SILL90.14

SILL90.15

SILL90.12

SILL90.18

FF90.16

AC UNIT

COMPENSATED

AIR DISCHARGE

ROOF DRAIN

S S

W W

F F

F F F F F F F F

C C C C C C C

C C C C C C C C C C C C

W W

S S

E E

E E E E E E E E

E E

E E E E E E E E E E E E E E E

E E E E E E E

E E

C C

C C C C C C C

C C

C C C C C

C C

E E

LEN

STR

EET

INLET GRT 89.22

IN 4" INV 87.1

OUT 15" INV 86.4

MH RIM 89.85

INV 84.7

INLET TRENCH 89.75

INV 89.1

BSM-3

SPIKE & TAG ON CURB

N:434652.21 E:543861.89

ELEV:85.94'

ROOF DRAIN

ROOF DRAIN ROOF DRAIN

ROOF DRAIN

PLAN

TER

87 88 89

17 17

20 20

G G

E E

PLAN

NORTH

H U

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G U

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-L

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C O

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O N

SHEET ID

F O

R C

E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

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O N

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2 4 6 8 10 12 14 16 18 20

Au to de sk

D oc s:

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dw g

A1 EXISTING CONDITIONS AND DEMOLITION PLAN

SCALE: 1" = 10'

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON IS BASED ON THE CAD FILE

PROVIDED BY BORBAS SURVEYING & MAPPING, LLC. THIS IS NOT A BOUNDARY

OR TOPOGRAPHIC SURVEY. THE CERTIFICATION ON THIS SHEET IS INTENDED

ONLY TO CERTIFY THE DEMOLITION SHOWN, NOT THE EXISTING CONDITIONS.

2. THE HORIZONTAL DATUM IS THE NEW JERSEY STATE PLANE COORDINATE

SYSTEM NAD83 (2011) DETERMINED BY DIFFERENTIAL GPS ON JULY 11, 2022

USING THE NGS CORS SYSTEM, REFERENCE STATION NJOC.

3. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) GEOID12A VERIFIED BY DIFFERENTIAL GPS OBSERVATIONS FROM THE

NGS CORS NETWORK ON JULY 11, 2022. BENCHMARK: REFERENCE STATION

NJOC (ORTHOMETRIC HEIGHT=81.4629').

4. THIS BASE MAP DEPICTS LIMITED PHYSICAL IMPROVEMENTS AS THEY EXISTED

ON JULY 11, 2022. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE LOCATION

OF PROPERTY LINES, EASEMENTS OR RIGHT-OF-WAY LINES.

5. ALL COORDINATES AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET

IN THE HORIZONTAL AND VERTICAL DATUMS LISTED ABOVE.

6. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM EVIDENCE OBSERVED ON

THE SURFACE ONLY. THE SURVEYOR MAKES NO GUARANTEES THAT THE

UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER

IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES.

7. COMMUNICATIONS, ELECTRICAL POWER, WATER, FIRE WATER, SANITARY

SEWER, AND NATURAL GAS UNDERGROUND UTILITIES HAVE BEEN SHOWN ON

THESE PLANS BASED ON GIS INFORMATION PROVIDED BY THE BASE.

CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO

DEMOLITION AND CONSTRUCTION.

SHEET KEYNOTES

1. REMOVE BUILDING DOWNSPOUTS

2. REMOVE AC UNIT AND CONCRETE PAD, RE: MECHANICAL

3. REMOVE METAL PLATFORM AND GAS TANKS ALONG WITH CONCRETE PAD

4. SAWCUT ASPHALT

5. REMOVE ASPHALT

6. REMOVE LIGHT POLE, RE: ELECTRICAL

7. REMOVE LIGHTING FEEDS BACK TO NEAREST HANDHOLE OR LIGHT POLE

8. REMOVE VAULT

9. REMOVE SHELTER STRUCTURE

10. REMOVE STEEL PLATE

11. REMOVE PLANTERS

12. REMOVE ELECTRICAL EQUIPMENT AND CONCRETE PADS, RE: ELECTRICAL

13. REMOVE NATURAL GAS METER AND SERVICE LINE BACK TO MAIN, CUT AND CAP

SERVICE, RE: PLUMBING

14. REMOVE WATER LINE, CUT AND CAP

15. REMOVE SANITARY SEWER CLEANOUT AND SERVICE LINE, CUT AND CAP AT

MAIN

16. CUT AND CAP STEAM PIPES (APPROXIMATE LOCATION), RE: PLUMBING

17. REMOVE EXTERNAL ELECTRICAL CONDUIT, RE: ELECTRICAL

18. REMOVE EXISTING COMPRESSED AIR, STEAM, AND CONDENSATE PIPES

19. RELOCATE CONCRETE BARRICADE

20. REMOVE MISCELLANEOUS UTILITY EQUIPMENT

21. SAWCUT, DEMOLISH AND REMOVE CURB

N . L

U E

D . C

G C

O N

D D

O N

CD101A10' 20'0

8/ 1/

MATCHLINE, SEE DETAIL A17 THIS SHEET

MATCHLINE SEE PLAN THIS SHEET

A16 FIRE SERVICE DETAIL

SCALE: 1"=10' 10' 20'0

E D

N E

08/01/202324 JUNE 2024

F F

E E

N: 434658.44 E: 543894.82

SAN

W W

CO SAN

F F

E E

FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO

E E

ARGON TANK

C O

N C

ETE

BUILDING 332

C O

N C

ETE

BUILDING 332T

BUILDING 331

X X

XXX

X X

ELECTRIC

CONCRETE

PAD

PAVED

PARKING LOT

PLAN

TER

WOODEN RAMP

G G

GGGGGG

G G

C H

D R

AIN

CONCRETE

BARRIERS

H O

U G

N R

AC UNIT

ON RAISED

CONCRETE

AC UNITS

AC UNIT

ON RAISED

CONCRETE

AC UNIT

VENTS

GAS METER

EQUIPMENT

FIRE PHONE

4" PVC

15" R

C P

15" RCP

SILL90.14

SILL90.15

SILL90.12

SILL90.18

FF90.16

AC UNIT

COMPENSATED

AIR DISCHARGE

ROOF DRAIN

S S

W W

F F

F F F F F F F F

C C C C C C C

C C C C C C C C C C C C

W W

S S

E E

E E E E E E E E

E E

E E E

E E

E E E

E E

E E E E E E E E E E E E E E E

E E

C C

C C C C C C C

C C

C C C C C

C C

E E

G G

LEN

STR

EET

INLET GRT 89.22

IN 4" INV 87.1

OUT 15" INV 86.4

MH RIM 89.85

INV 84.7

INLET TRENCH 89.75

INV 89.1

BSM-3

SPIKE & TAG ON CURB

N:434652.21 E:543861.89

ELEV:85.94'

ROOF DRAIN ROOF DRAIN

ROOF DRAIN

PLAN

TER

ROOF

DRAIN

ROOF

DRAIN

BUILDING

ADDITION

EX FF = ±90.15

FF = 90.15

RE: ELECTRICAL

FOR CONTINUATION

20'

26 (10)

PLAN

NORTH

H U

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T-

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-L

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N J

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SHEET ID

F O

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E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

Au to de sk

D oc s:

//0

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-0 3C

.d w g

A1 SITE AND UTILITY PLAN

SCALE: 1" = 10'

GENERAL SHEET NOTES

1. ALL EXISTING INFORMATION SHOWN HEREON IS BASED ON THE CAD FILE

PROVIDED BY BORBAS SURVEYING & MAPPING, LLC. THIS IS NOT A BOUNDARY

OR TOPOGRAPHIC SURVEY.

2. ALL COORDINATES AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET.

3. BEFORE INSTALLATION OF THE CONCRETE GENERATOR PAD AND ASSOCIATED

BOLLARDS, CONTRACTOR MUST INVESTIGATE LOCATION OF BURIED POWER

CONDUIT LINE TO AVOID CONFLICT WITH, OR DAMAGE TO THE LINE. IF NEEDED,

A FIELD ADJUSTMENT WILL NEED TO BE MADE TO ACCOMMODATE NEW PAD AND

BOLLARD LOCATIONS.

SHEET KEYNOTES

N . L

U E

D . C

A N

D U

CS101A

1. CURB RAMP, SEE DETAIL H1 ON SHEET C-501A

2. CONCRETE STOOP, RE: STRUCTURAL

3. PRECAST SPLASH BLOCK

4. COMM MANHOLE, RE: ELECTRICAL

5. AUTOMATIC TRANSFER SWITCH CONCRETE PAD, RE: STRUCTURAL DETAIL K1 ON

S-503A

6. GENERATOR CONCRETE PAD, RE: STRUCTURAL DETAIL K1 ON S-503A AND SEE

GENERAL NOTE 3 ABOVE

7. 6" FIRE WATER SPRINKLER SERVICE

8. CONNECT TO EX FIRE SERVICE MAIN WITH GATE VALVES

9. CONCRETE SIDEWALK, SEE DETAIL A1 ON SHEET C-501A

10. ASPHALT PAVEMENT, RE: NJDOT HOT MIX ASPHALT PATCH REQUIREMENTS

11. SANITARY SEWER CLEANOUT, SEE DETAIL A15 ON SHEET C-502A

12. 4" SANITARY SEWER SERVICE

13. CONNECT TO EX SANITARY SEWER MAIN

14. 1-1/2" WATER SERVICE

15. CONNECT TO EX WATER MAIN

16. CONNECTION AT EX COMM MANHOLE, RE: ELECTRICAL

17. ELECTRICAL CONDUIT, RE: ELECTRICAL

18. CONCRETE PAD FOR METAL SHAVINGS BIN INSTALLED IN SAME MANNER AS

SIDEWALK, SEE DETAIL A1 ON SHEET C-501A

19. STRUCTURAL CONCRETE SLAB, RE: STRUCTURAL

20. CONCRETE HEADER CURB, SEE DETAIL D1 ON SHEET C-501A

21. CONCRETE PAVEMENT INSTALLED IN SAME MANNER AS SIDEWALK, SEE DETAIL

A1 ON SHEET C-501A

22. MECHANICAL EQUIPMENT CONCRETE PAD, RE: STRUCTURAL

23. 2" WATER SERVICE

24. POST INDICATOR VALVE (PIV), SEE DETAIL F9 ON SHEET C-502A

25. HANDRAIL, RE: ARCHITECTURAL FOR HANDRAIL DETAIL

26. BOLLARD, RE: STRUCTURAL DETAIL K1 ON S-508A

27. ARGON TANK CONCRETE PAD/FOUNDATION

MATCHLINE, SEE DETAIL C17 THIS SHEET

MATCHLINE SEE PLAN THIS SHEET

C17 FIRE SERVICE DETAIL

SCALE: 1"=10'

10' 20'0

C-501 D8

6/ 7/

G U

N E

08/01/202324 JUNE 2024

ROADWAY SURFACE

1/8"

8" R

CONTRACTION JOINT

1/2"

JOINT SEALER CONFORMING TO

PROJECT SPECIFICATIONS

PREMOLDED EXPANSION JOINT

FILLER CONFORMING TO

PROJECT SPECIFICATIONS EXPANSION JOINT

COMPACTED NATIVE

MATERIAL PER PROJECT

SPECIFICATIONS

WALK WIDTH PER PLANS

4" PER FOOT MAX

D1 CONCRETE HEADER CURB

SCALE: NTS

A11 TYPICAL CONCRETE WALK JOINTS

SCALE: NTS

1" R

SIDEWALK 1/2"

ABOVE ADJACENT

LANDSCAPE AREAS

18"

1/4"

H U

, N J

T-

M C

G U

E-

-L

, L

N J

D D

- I

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C O

R U

O N

SHEET ID

F O

R C

E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

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2 4 6 8 10 12 14 16 18 20

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-5

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A1 SIDEWALK SECTION

SCALE: NTS

6" COMPACTED

STRUCTURAL FILL

6'-0" CURB BEYOND

SLOPE TO MEET

GUTTER LINE

3/8" x 3/4"

JOINT SEALANT

COMPACTED NATIVE

MATERIAL PER PROJECT

SPECIFICATIONS

6" COMPACTED

STRUCTURAL FILL

SECTION A-A

12:1 MAX.

6' -0

SEE SITE PLAN

EXISTING CURB FACE

BACK OF

CURB

CONCRETE

SIDEWALK

PLAN

H1 SIDEWALK RAMP

SCALE: NTS

R6"R6"

D8 THICKENED EDGE

SCALE: NTS

NOTE:

BASE AND SUBBASE COURSES SHALL

REMAIN THE SAME DEPTH AS THE PAVEMENT

SECTIONS BUT SHALL BE SHAPED TO

INCORPORATE THE THICKENED EDGE.

EXISTING ASPHALT

TACK COAT

SEALANT CONCRETE SLAB,

RE: STRUCTURAL

ASPHALT PATCH

8/ 1/

N . L

U E

D . C

C-501A

G U

N E

08/01/202324 JUNE 2024

A9 GATE VALVE AND BOX

SCALE: NTS

H U

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T-

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G U

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D D

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C O

R U

O N

SHEET ID

F O

R C

E C

E N

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

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-5

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A1 UTILITY TRENCH SECTION

SCALE: NTS

VARIES MINIMUM WIDTH REQUIRED

FOR SAFE UTILITY

INSTALLATION PER OSHA

REQUIREMENTS

PIPE OD + 12" MINIMUM

TO 24" MAXIMUM

NATIVE BACKFILL MATERIAL

UTILITY MARKING TAPE

OVER CENTERLINE OF

PIPE BELOW

PIPE

OD + 1'

VARIES

INITIAL BACKFILL

CLEAN BEDDING TO 6"

ABOVE TOP OF PIPE

PIPE

6" MINIMUM

CLEAN BEDDING

UNDISTURBED

EARTH

DETECTION WIRE OVER

NON-METALLIC PIPE TYP.

NOTES:

1. COMPACT BACKFILL TO SPECIFICATION

REQUIREMENTS.

2. NEW PAVEMENT THICKNESS SHALL MATCH

OR EXCEED EXISTING CONDITIONS.

3. MAINTAIN A MINIMUM OF 18" VERTICAL

SEPARATION BETWEEN GAS LINE AND

OTHER UTILITIES.

FINISH GRADE

NEW HOT MIX

SURFACE

COURSEEXISTING BITUMINOUS

PAVEMENT TACK COAT

6" MIN.

(TYP.)

EXISTING

UNDERLYING

MATERIAL

PRIME COAT

FLEXIBLE PAVEMENT EXISTING EARTH GRADE

FULL-DEPTH SAW CUT

EXISTING ASPHALT

#4 BAR 20" LONG EACH WAY

12"

WATER

COVER

FINISHED GRADE

CAST IRON COVER

NOTES:

1. SET VALVE AND BOX PLUMB, W/BOX CENTERED ON VALVE.

2. EXTENSION ROD AND 2" OPERATING NUT IS REQUIRED WHERE VALVE IS MORE THAN

2'-6" BELOW GRADE.

CONCRETE COLLAR IN ALL

AREAS

ADJUSTABLE

VALVE BOX

REMOVABLE PLUG

15" SQUARE CONCRETE

SLAB, 6" THICK

FINISH PAVEMENT

DUCTILE

IRON WYE

FLOW

DUCTILE

IRON PIPE

DUCTILE

IRON BEND

PLUG AT

END OF LINE

A15 SINGLE SANITARY CLEANOUT

SCALE: NTS

SEE SPECS

(TYP.)

N . L

U E

D . C

C-502A

8/ 1/

OPEN

POST

INDICATOR

NO. 3 BAR ALL AROUND

(WITH 6" OVERLAP)

1'-4" MIN SQ.

CONCRETE BLOCK

FINISHED

GRADE

T O

P 3'

-0

F9 POST INDICATOR VALVE (PIV)

SCALE: NTS

FINISHED

GRADE

OPERATING WRENCH,

PADLOCK, AND LOCKING

STAPLE

WATER MAIN

G U

N E

08/01/202324 JUNE 2024

POINT TABLE

No.

NORTHING

434,821.08

434,819.02

434,711.60

434,702.07

434,804.34

434,807.51

434,798.58

434,796.56

434,792.85

434,721.04

434,698.38

434,707.03

434,701.85

434,699.15

434,695.58

434,698.28

434,674.90

434,684.27

434,672.33

434,662.96

434,735.23

434,728.08

434,725.39

434,715.41

434,711.55

434,722.69

434,712.89

434,716.75

434,833.00

434,837.49

434,844.64

434,840.15

434,693.42

434,696.93

EASTING

543,828.52

543,827.49

543,796.63

543,815.56

543,856.63

543,858.23

543,875.95

543,872.13

543,870.26

543,777.90

543,822.87

543,827.22

543,797.70

543,803.06

543,801.26

543,795.90

543,829.30

543,834.03

543,857.69

543,852.95

543,771.61

543,768.01

543,773.37

543,783.52

543,791.19

543,778.73

543,791.86

543,784.20

543,780.11

543,771.18

543,774.76

543,783.71

543,776.31

543,769.13

ELEV

89.85

89.93

89.57

89.93

89.82

89.72

89.87

90.07

89.85

89.65

89.40

89.00

87.00

87.60

87.00

89.63

89.46

90.00

89.52

90.00

89.55

90.23

90.18

85.86

85.94

DESC

ASPH M.E.

ASPH

PAD COR

ASPH/CONC

ASPH M.E.

CONC

BLDG COR

PAD COR

WALK

PAD COR

WALK

PAD COR

RAMP M.E.

POINT TABLE

No.

NORTHING

434,701.27

434,698.57

434,703.93

434,707.08

434,720.57

434,715.22

434,717.92

434,723.27

434,728.63

434,733.99

434,731.29

434,725.93

434,716.93

434,721.84

434,713.78

434,719.14

434,708.03

434,698.49

434,819.86

434,849.13

434,847.32

434,818.04

434,806.86

434,808.86

434,803.64

434,808.84

434,805.53

434,810.68

434,807.69

434,796.53

434,680.17

434,695.34

434,688.58

434,673.41

EASTING

543,772.42

543,777.78

543,780.48

543,774.23

543,747.43

543,744.73

543,739.38

543,742.08

543,744.77

543,747.47

543,752.83

543,750.13

543,767.99

543,771.59

543,774.25

543,776.95

543,794.83

543,813.76

543,830.95

543,845.81

543,849.38

543,834.55

543,856.75

543,857.76

543,868.12

543,870.69

543,877.10

543,879.70

543,885.64

543,880.02

543,861.64

543,869.31

543,882.70

543,875.03

ELEV

86.26

88.06

88.48

89.68

89.49

89.83

90.24

90.21

89.76

89.70

89.71

89.67

89.68

89.71

89.69

89.68

89.75

88.98

89.15

88.92

88.75

DESC

RAMP

WALK

PAD COR

ASPH M.E.

PAD COR

SAN

W W

CO SAN

F F

E E

ARGON TANK

BUILDING

ADDITION

EX FF = ±90.15

FF = 90.15

C O

N C

ETE

BUILDING 332

C O

N C

ETE

BUILDING 332T

BUILDING 331

X X

XXX

X X

ELECTRIC

CONCRETE

PAD

PLAN

TER

WOODEN RAMP

G G

C H

D R

AIN

H O

U G

N R

AC UNIT

ON RAISED

CONCRETE

AC UNITS

AC UNIT

GAS METER

EQUIPMENT

FIRE PHONE

4" PVC

15" R

C P

15" RCP

SILL90.14

SILL90.15

SILL90.12

SILL90.18

FF90.16

AC UNIT

COMPENSATED

AIR DISCHARGE

ROOF DRAIN

S S

W W

F F

F F F F F F F F

C C C C C C C

C C C C C C C C C C C C

W W

S S

E…

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File details come from the government source that posted it. Updated Apr 21, 2025.