RFI-17 - CS112 - SITE PLAN - AREA 2.pdf

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Attached to
Construction of the Power Generation with Microgrid at Joint Base McGuire-Dix-Lakehurst (JBMDL), New Hanover, NJ
Solicitation number
W912DS26BA032
Issued by

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Written by GovTribe AI ·

This document is a site plan for a Power Generation with Microgrid project at Joint Base McGuire-Dix-Lakehurst, New Jersey. The plan is prepared by Burns and McDonnell for the US Army Corps of Engineers New York District under contract number 164947.

The site plan depicts Area 2 of the microgrid installation and includes infrastructure for power generation and energy storage systems. Key components shown include two 28' x 10' generator pads, three 22.5' x 10.5' battery energy storage system pads, electrical equipment including a 9' x 10' transformer pad and a 6' x 9' voltage switch pad, and associated utility infrastructure. The plan specifies a chain link fence perimeter with 12' double swing gates, asphalt pavement areas, concrete sidewalks, and connection points to existing gas and electric utilities. General site notes establish requirements including a maximum allowable bearing capacity of 2,000 PSF for existing soil, minimum 3-foot separation between gas and electric lines, and immediate repair protocols for any damage to existing water lines at no additional cost to the government. The plan includes 36 surveyed control points with precise northing and easting coordinates, utility routing details for gas and underground electric service, and specifications for topsoil restoration along utility installation routes. The submittal is dated July 2026 with revisions noted for bidder inquiries in September 2026.

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CHAIN LINK FENCE

12' DOUBLE

SWING GATE

ASPHALT PAVEMENT,

SEE DEMOLITION LIMITS

FOR LOCATION. (TYP.)

CONCRETE SIDEWALK (TYP.)

CONNECT TO

EXISTING GAS LINE

5' X 15' ELECTRICAL

SWITCHGEAR PAD

28'X10' GENERATOR

PAD (TYP. OF 2)

22.5'X10.5' BATTERY

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CONCRETE PAD FOR GAS

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FOR DETAILS

GAS VALVE

N 433919.49 E 542670.59

N 433893.61 E 542591.77

N 433800.35 E 542544.84

N 433723.08 E 542570.38

N 433663.11 E 542688.73

N 433688.73 E 542764.64

N 433726.24 E 542786.75

N 433754.88 E 542866.19

N 433806.97 E 542892.66

109 110

115116

GAS LINE

6' X 9' ELECTRICAL

VOLTAGE SWITCH PAD

SEE NOTE 9

BATTERY ENERGY

STORAGE SYSTEM

(TYP. OF 3)

SEE NOTE 10

SEE NOTE 11

SEE NOTE 11

X X

12' DOUBLE SWING GATE

CHAIN LINK FENCE

GRAVEL SURFACE

ASPHALT PAVEMENT

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LOC LIMIT OF CONSTRUCTION

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Point Table

Point #

Northing

433887.48

433882.96

433862.51

433857.99

433881.04

433876.52

433851.55

433856.07

433812.83

433808.08

433788.01

433792.76

Easting

542608.96

542617.88

542596.30

542605.22

542621.67

542630.59

542617.93

542609.01

542662.07

542671.43

542661.27

542651.90

Point Table

Point #

Northing

433803.79

433799.04

433778.97

433783.72

433794.75

433790.00

433774.68

433769.93

433899.37

433892.55

433888.13

433894.94

Easting

542679.91

542689.28

542679.11

542669.74

542697.75

542707.12

542687.58

542696.95

542662.66

542676.11

542673.86

542660.42

Point Table

Point #

Northing

433886.31

433885.40

433880.05

433880.96

433889.54

433885.01

433876.99

433881.52

433799.92

433797.20

433789.18

433791.90

Easting

542620.83

542622.62

542619.91

542618.12

542686.47

542695.38

542691.30

542682.39

542923.45

542928.80

542924.71

542919.37

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SCALE: 1" = 30'

SITE PLAN - AREA 2A1

PLAN

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GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL SITE NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

5. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

6. SEE STRUCTURAL DRAWINGS FOR EQUIPMENT PAD

DETAILS.

7. TOPSOIL AND SEED DISTURBED AREAS ALONG NEW

UTILITY INSTALLATION ROUTE.

8. ALLOWABLE BEARING CAPACITY OF EXISTING SOIL IN AREA

IS 2,000 PSF PER GEOTECHNICAL REPORT PROVIDED BY

GEI.

9. MINIMUM SEPARATION OF 3' IN ALL DIRECTIONS MUST BE

PROVIDED BETWEEN GAS AND ELECTRIC LINES.

10.TAKE SPECIAL CARE WITH ANY WORK IN VICINITY OF

ENVIRONMENTAL WATER LINE. ANY DAMAGE TO EXISTING

WATER LINE MUST BE REPAIRED IMMEDIATELY AT NO

ADDITIONAL COST TO GOVERNMENT.

11.REPLACE ANY PAVEMENT MARKINGS REMOVED IN KIND

WITH MATERIALS MEETING NJDOT SPECIFICATIONS. 0

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SCALE: 1" = 5'

INSETB1 0 5' 10'

SEE INSET

3'x6' GAS

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GENERATOR PAD GENERATOR PAD

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AutoCAD SHX Text

6" RCP

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18" RCP

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INLET GRATE: 76.26 INVERT: 74.82

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INLET GRATE: 73.83 INV: 69.37 (A) INV: 69.39 (B) INV: 69.55 (C)

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24" CCP

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A INLET GRATE: 73.94 INV: 68.99 (A) INV: 68.94 (B)

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24 CCP

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24" CCP

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BEP

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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BEP

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BEP

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BEP

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TELEPHONE HAND HOLE

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ELECTRIC HAND HOLE

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ELECTRIC HAND HOLE

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TELEPHONE HAND HOLE

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TELEPHONE MANHOLE RIM: 73.77

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EOWL

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EOWL

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EOI

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BEP

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ELECTRIC MANHOLE RIM: 73.99

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EOWL

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EOI

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1" PVC ERISER

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2-1" PVC ERISER

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"HANDICAP PARKING"

AutoCAD SHX Text 8"

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AutoCAD SHX Text 12"

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PARKING SPOTS (TYP.)

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PARKING SPOTS (TYP.)

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PARKING SPOTS (TYP.)

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PARKING SPOTS (TYP.)

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CROSSWALK

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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DOUBLE YELLOW LINES

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SOLID WHITE LINE

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SDOUBLE YELLOW LINES

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SOLID WHITE LINE

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STOPBAR

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STOPBAR

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EDGE OF PAVEMENT

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CONCRETE CURB

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SIDEWALK

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CONCRETE PAD

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CONCRETE PAD WITH EQUIPMENT

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CONCRETE PAD WITH EQUIPMENT

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CONCRETE PAD

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CONCRETE PAD

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CONCRETE PAD

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TRAILER

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SOLID WHITE LINE

AutoCAD SHX Text 1-STORY MASONRY BUILDING No. 693

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1-STORY BRICK BUILDING

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LAKEHURST NAVAL AIR CENTER

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HANCOCK ROAD

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STEPS

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A/C UNIT ON CONCRETE PAD

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CONCRETE PAD

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LIMIT OF NEW PAVEMENT

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LIMIT OF NEW PAVEMENT

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EDGE OF PAVEMENT

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LIMIT OF NEW PAVEMENT

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RAMP

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LIMIT OF NEW PAVEMENT

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SOLID WHITE LINE

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INVERT: 67.99

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1-STORY BRICK BUILDING

AutoCAD SHX Text 8"

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO HYDRANT

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EOWL

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EOI

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EOI

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PIV

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BEP

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BEP

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EOI

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EOI

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AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text B

AutoCAD SHX Text A

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QLD WATER

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QLD WATER

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QLD WATER

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QLD WATER

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QLD WATER

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EOWL

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EOWL

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QLD WATER

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QLD WATER

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QLD WATER

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2-2" PVC CRISERS

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2-2" PVC ERISERS

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SWITCH GEAR

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TRANSFORMER

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TRANSFORMER

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EOI

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EOI

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO VALVE.

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO SWITCH GEAR

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GAS RISER WITH REGULATOR

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6-2" & 2-1" RGS ERISERS

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BXE

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BXC

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BXE

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DOWNSPOUT-UNABLE TO ROD

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DOWNSPOUT-UNABLE TO ROD

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DRAIN VALVE FOR COOLING TOWER-UNABLE TO ROD

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WATER QLD

AutoCAD SHX Text A INLET D3KCICBD GRATE: 74.86 74.86 INV: 69.79 (A) 69.79 (A) INV: 69.80 (B) 69.80 (B) INV: 70.34 (C)70.34 (C)

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A INLET GRATE: 73.49 73.49 INV: 70.64 (A) 70.64 (A) INV: 71.04 (B)71.04 (B)

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BUILDING 678

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BUILDING 678

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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AREA OF BROKEN PAVEMENT

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PAVEMENT

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A INLET GRATE: 75.38 INVERT: 70.48

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18" RCP

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6" RCP

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18" RCP

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INLET GRATE: 76.26 INVERT: 74.82

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INLET GRATE: 73.83 INV: 69.37 (A) INV: 69.39 (B) INV: 69.55 (C)

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24" CCP

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A INLET GRATE: 73.94 INV: 68.99 (A) INV: 68.94 (B)

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24 CCP

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24" CCP

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16" CPP

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A INLET GRATE: 75.20 INVERT: 71.75

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BEP

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EOI

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EOI

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EOI

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EOI

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EOI

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EOI

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BEP

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BEP

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BEP

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EOWL

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EOI

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BEP

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ELECTRIC MANHOLE RIM: 73.99

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EOWL

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EOI

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1" PVC ERISER

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2-1" PVC ERISER

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A INLET GRATE: 74.74

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MANHOLE RIM: 75.41

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A INLET GRATE: 76.41

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INVERT: 67.99

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EOI

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EOI

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO HYDRANT

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO HYDRANT

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO HYDRANT

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EOWL

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PIV

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BEP

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BEP

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EOI

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text A

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QLD WATER

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QLD WATER

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QLD WATER

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QLD WATER

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QLD WATER

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EOWL

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EOWL

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QLD WATER

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QLD WATER

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QLD WATER

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2-2" PVC CRISERS

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2-2" PVC ERISERS

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SWITCH GEAR

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TRANSFORMER

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TRANSFORMER

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EOI

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EOI

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO VALVE.

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UNABLE TO OBTAIN SIGNAL WHEN CONNECTED TO SWITCH GEAR

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GAS RISER WITH REGULATOR

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6-2" & 2-1" RGS ERISERS

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BXE

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BXC

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BXE

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DOWNSPOUT-UNABLE TO ROD

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DOWNSPOUT-UNABLE TO ROD

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DRAIN VALVE FOR COOLING TOWER-UNABLE TO ROD

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WATER QLD

AutoCAD SHX Text A INLET D3KCICBD GRATE: 74.86 74.86 INV: 69.79 (A) 69.79 (A) INV: 69.80 (B) 69.80 (B) INV: 70.34 (C)70.34 (C)

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A INLET GRATE: 73.49 73.49 INV: 70.64 (A) 70.64 (A) INV: 71.04 (B)71.04 (B)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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6" PERFORATED PVC GROUNDWATER TREATMENT (GIS)

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