7357358 DrawingsAsOne.pdf

PDF 6 MB Posted Apr 27, 2026

Attached to: FRCE: Site Prep for Ultrasonic Degreaser B133
Solicitation number: N4008526B0010
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Apr 27, 2026

This document is a set of construction drawings for Building 133 Facility Preparation and Ultrasonic Cleaning System installation at Fleet Readiness Center East (FRCE), MCAS Cherry Point, North Carolina. The project involves facility modifications to accommodate an ultrasonic immersion vapor degreasing system with auxiliary equipment in a designated cleaning shop area.

The scope of work includes structural modifications (demolition of existing 6-inch concrete slab-on-grade and aggregate base, excavation for a precast concrete vault, installation of steel support framing), mechanical systems (chilled water supply/return piping, domestic water connections, equipment platform and stairs with railing), and electrical infrastructure (480V three-phase power supply to vapor degreaser and chiller via fused disconnect switches, conduit routing, and equipment control panels). The basis of design for the ultrasonic cleaning system is a Reliance Specialty Products Inc. Model 6048-16LE-SPC system with a 2 HP water pump (60-gallon reservoir, 80 PSI head, 23 A full-load current at 460V/3-phase/60Hz). The project also requires floor grating around equipment, equipment drip tray, floor painting (light gray slab, yellow aisle edge lines, red delineator posts), and chemical-resistant resinous coating on new concrete surfaces. Construction documents reference specification section 11 71 00 for detailed equipment requirements and include 19 sheets of architectural, structural, mechanical, and electrical plans with general notes, legends, and detail specifications dated July 18, 2024 (Final Division Approved).

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File	Type	Posted
Amendment 0003 26B0010.pdf	PDF	Jun 2, 2026
Amendment 0002 26B0010.pdf	PDF	May 26, 2026
Amendment 0001 26B0010.pdf	PDF	Apr 30, 2026
N4008526B0010.pdf	PDF	Apr 27, 2026
7357358 SpecsAsOne.pdf	PDF	Apr 27, 2026

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BLDG 133

BLDG 137

BLDG 188

BLDG 129

BLDG 4035

BLDG 83

BLDG 84

BLDG 4224

A STREET

TAYLO

R DRIVE

CURTISS DRIVE

HARRISON DRIVE

BLDG 133MAIN GATE

PASS & ID BUILDING

SLOCUM GATE

FRCE, MCAS CHERRY POINT, NC

BUILDING 133

FACILITY

PREPARATION AND

PROVIDE ULTRASONIC

CLEANING SYSTEM

B133 LOCATION

NOT TO SCALE

MCAS CHERRY POINT MAP

NOT TO SCALE

INDEX OF DRAWINGS

SHEET NUMBER NAVFAC NUMBER PLATE NUMBER SHEET TITLE

1 12892403 G-001 COVER SHEET

2 12892404 G-002 SYMBOL LEGEND & PROJECT NOTES

3 12892405 S-001 STRUCTURAL NOTES

4 12892406 SD101 STRUCTURAL FLOOR PLAN - DEMOLITION

5 12892407 S-101 STRUCTURAL FLOOR & ROOF PLAN - CONSTRUCTION

6 12892408 S-501 STRUCTURAL DETAILS - STEEL

7 12892409 S-502 STRUCTURAL DETAILS - CONCRETE

8 12892410 A-001 NOTES, SYMBOL LEGEND & ABBREVIATIONS

9 12892411 AD101 FLOOR PLAN - DEMOLITION

10 12892412 A-101 FLOOR PLAN - CONSTRUCTION

11 12892413 A-501 SECTION AND STAIR DETAILS

12 12892414 M-001 MECHANICAL NOTES, LEGEND AND ABBREVIATIONS

13 12892415 M-101 MECHANICAL FLOOR & ROOF PLAN - CONSTRUCTION

14 12892416 M-501 MECHANICAL DETAILS

15 12892417 M-701 MECHANICAL ISOMETRIC - ROOF

16 12892418 M-702 MECHANICAL ISOMETRIC - GROUND FLOOR

17 12892419 E-101 ELECTRICAL FLOOR PLAN - CONSTRUCTION

18 12892420 E-102 ELECTRICAL ROOF PLAN - CONSTRUCTION

19 12892421 E-601 ELECTRICAL - DETAILS AND SCHEDULES

G-001

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FINAL

DIVISION APPROVED

WHEN SIGNED

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S. FLICK

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S. FLICK

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J. PADRO

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AS NOTED

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 24 JULY 2019

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APPROVED

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CAGE CODE:

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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E. LEWIS

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S-001

12892405

A. WILLIAMS

J. PADRO

AS NOTED

1. NO PIPES OR DUCTS WILL BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED OR

APPROVED BY THE ENGINEER & CONTRACTING OFFICER.

2. REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

2.1. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESS OTHERWISE NOTED.

2.2. SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.

2.3. SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN

LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC., EXCEPT AS SHOWN.

2.4. SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.

2.5. FLOOR AND ROOF FINISHES.

2.6. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.

2.7. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

3. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

3.1. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR

NOTED.

3.2. ELECTRICAL CONDUITS, BOXES, OUTLETS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL

AND PLUMBING FIXTURES.

3.3. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHOR, BOLTS, ETC.

4. INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC., AND

IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER & CONTRACTING OFFICER OF ANY SITE CONDITIONS

NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS

INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.

5. CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, WILL BE SPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING AND BRACING

WHERE CONSTRUCTION LOADING EXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS

OR THE STRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOT COMPLETE.

6. DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE EXISTING UNDERGROUND UTILITIES IS THE

RESPONSIBILITY OF THE CONTRACTOR.

GENERAL

2" 1 1/2"

1 1/2" 3/4"

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH OR WEATHER:

NO.6 THROUGH NO.18 BAR

NO.5 BAR, W31 OR D31 WIRE, AND SMALLER

CONCRETE NOT EXPOSED TO WEATHER AND NOT IN CONTACT WITH GROUND:

NO.14 AND NO.18 BAR

NO.11 BAR AND SMALLER

1. DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS WILL BE IN ACCORDANCE WITH ACI

MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI

315-LATEST ADOPTED EDITION.

2. ALL REINFORCING WILL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BY CONCRETE

PLACEMENT OR WORKERS.

3. ALL REINFORCING BARS EXCEPT BARS TO BE WELDED WILL CONFORM TO THE "STANDARD

SPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCEMENT", ASTM A615

GRADE 60. BARS TO BE WELDED WILL CONFORM TO ASTM A706.

4. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL WELDING

CODE-REINFORCING STEEL", AWS D1.4. REINFORCING STEEL TO BE WELDED WILL HAVE A MAXIMUM CARBON EQUIVALENT (CE) OF 0.75. SPECIAL INSPECTION IS REQUIRED. TESTING IS REQUIRED FOR

ALL WELDS THICKER THAN 5/16".

5. WHERE CONTINUOUS BARS ARE CALLED OUT IN FOOTINGS, SPLICES MAY BE USED. WHERE BARS

ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION.

6. ALL REINFORCING BAR BENDS WILL BE MADE COLD.

7. UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING WILL BE POSITIONED AT THE CENTER

OF THE WALL.

8. DOWELS BETWEEN FOOTINGS AND WALLS WILL BE THE SAME GRADE, SIZE, AND SPACING AS

VERTICAL REINFORCING.

9. SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING REBARS ARE REQUIRED WHEN NOTED IN

THE LIST OF REQUIRED SHOP DRAWINGS.

REINFORCING STEEL

ALL REINFORCING BARS WILL BE PROVIDED WITH THE FOLLOWING CONCRETE COVER:

EPOXY ANCHORS

1. ADHESIVE ANCHOR INSTALLATIONS WILL COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS

AND SPECIFICATIONS, INCLUDING ICC-ES REPORTS.

2. CHEMICAL ANCHOR SYSTEMS:

2.1. CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN ISSUED AN ICC-ES

REPORT IN ACCORDANCE WITH PROVISIONS OF OF ICC-ES AC308. ANCHOR SYSTEM SHOULD

BE APPROVED FOR USE IN CRACKED CONCRETE AND SEISMIC DESIGN CATEGORIES A-F PER

SECTION 2.0 OF THE ICC-ES EVALUATION SERVICES REPORT. ANCHOR SYSTEM WILL BE

INSTALLED PER REQUIREMENTS OF THE ICC-ES EVALUATION SERVICES REPORT FOR SPECIFIC

ANCHOR, AND AS REQUIRED BY THE MANUFACTURER.

2.2. GROUT-FILLED MASONRY UNITS: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN

ISSUED AN ICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF ISS-ES AC58. ANCHOR

SYSTEMS WILL BE INSTALLED PER REQUIREMENTS OF ICC-ES EVALUATION SERVICES REPORT

FOR THE SPECIFIC ANCHOR, AND AS REQUIRED BY THE MANUFACTURER.

3. ANCHOR RODS: RODS WILL BE ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193

GRADE B7 THREADED RODS WILL USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM F436

WASHERS.

4. REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.

5. REMOVE GREASE, OIL, RUST AND ANY OTHER LAITANCE FROM RODS AND DOWELS PRIOR TO

INSTALLATION.

DESIGN LIVE LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

1. UNIFORM LIVE LOADS:

ROOF: 20 PSF

PLATFORMS AND FLOOR FRAMING: 60 PSF

2. WIND LOADS:

WIND VELOCITY (3 SEC GUST) 139 MPH

IMPORTANCE FACTOR I = 1.0, BUILDING CATEGORY II

WIND EXPOSURE CATEGORY: C

INTERNAL PRESSURE COEFFICIENT: +/- 0.55 (PARTIALLY ENCLOSED)

COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OF EXTERIOR

COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED ON THESE

DRAWINGS MUST BE 50 PSF.

SNOW LOADS:

GROUND SNOW LOAD: 10 PSF

SEISMIC LOADS:

IMPORTANCE FACTOR: 1.0

0-2 SECOND SPECTRAL RESPONSE, S5 = 16%g 1-0 SECOND SPECTRAL RESPONSE, S1 = 7%g

SOIL SIDE CLASS = D (ASSUMED)

1. ALL STRUCTURAL STEEL SHALL BE NEW, CLEAN AND STRAIGHT. STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992, GRADE 50. ALL OTHER STEEL SHAPES MUST CONFORM TO ASTM

36 UNLESS OTHERWISE NOTED.

2. WELDING MUST COMPLY WITH THE "STRUCTURAL WELDING CODE" PREPARED BY THE A.W.S., MINIMUM WELD SIZE SHALL BE 3/16" FILLET WELD, ELECTRODES SHALL BE E70XX.

3. UNLESS OTHERWISE NOTED HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A-325 AND ANCHOR

BOLTS SHALL COMPLY WITH ASTM A-307 OR ASTM A-36.

4. ALL STRUCTURAL STEEL, GRATING, STAIRS, BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED.

HOT-DIP GALVANIZE AFTER FABRICATION WHERE PRACTICAL. GALVANIZING MUST CONFORM TO

ASTM A123 OR ASTM A153 AS APPLICABLE. APPLY ASTM A-780 ZINC RICH PAINT TO DAMAGED

GALVANIZED COATINGS AND WELDS WHERE APPLICABLE.

STRUCTURAL STEEL

SLAB ON GRADE

OTHER CONCRETE

MIN. f'c 4,000 psi 4,500 psi

1. CEMENT WILL CONFORM TO ASTM C150, TYPE II / V

2. AGGREGATES FOR NORMAL WEIGHT CONCRETE WILL CONFORM TO ASTM C33, 1 1/2" MAXIMUM

SIZE.

3. ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER & CONTRACTING

OFFICER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE MUST NOT

REDUCE THE STRENGTH OF CONCRETE. FLY ASH (POZZOLAN) IF PERMITED BY SPECIFICATIONS

WILL NOT EXCEED 25%.

4. READY-MIX CONCRETE WILL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.

5. ALL REINFORCING BARS AND INSERTS WILL BE INSPECTED BY CM IN PLACE PRIOR TO PLACING

CONCRETE.

6. PROVIDE JOINTS IN SLAB ON GRADE AS SHOWN. LOCATION OF JOINTS NOT SPECIFICALLY

INDICATED WILL BE REVIEWED BY THE STRUCTURAL ENGINEER & CONTRACTING OFFICER PRIOR

TO PLACING REINFORCING STEEL.

7. MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.

CONCRETE

1. UFC 3-310-01, STRUCTURAL ENGINEERING

DESIGN CRITERIA

DESIGN LOADS

EXISTING

DEMOLITION/CONSTRUCTION WORK

ARCHITECTURAL

APPROXIMATELY

CENTERLINE

CONSTRUCTION MANAGER

DIAM

DIMENSIONS

EDGE OF CONCRETE

FOOT

MAXIMUM

MINIMUM

MILES PER HOUR

ON CENTER

POUNDS PER CUBIC FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

SECOND

SLAB-ON-GRADE

SQUARE FOOT

TYPICAL

ARCH

APPROX.

DIAMETER

DIMS

E.O.C.

MAX

MIN

MPH

O.C.

PCF

PSF

PSI

SEC

S.O.G

SQ FT

TYP

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LEGEND AND ABBREVIATIONS

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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DRAWFORM REVISION: 24 JULY 2019

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CHK

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APPROVED

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FOR COMMANDER NAVFAC

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REVIEWED

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FAC PLAN PROJ NO:

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SHOP:

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CAGE CODE:

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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E. LEWIS

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'-0

17'-0"

9'- 0"

11'-0" (APPROX.)

34 33

5 F T

KEYNOTES

GENERAL SHEET NOTES

APPLIES TO THIS SHEET ONLY

B133 WORK LOCATION

SCALE: NOT TO SCALE

GRAPHIC SCALE

SD101

STRUCTURAL FLOOR PLAN - DEMOLITION

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

PROVIDE TEMPORARY SUPPLEMENTAL MATERIAL ATOP EXISTING

FLOOR GRATES WHEN CROSSING WITH HEAVY LOADS.

REMOVE EXISTING 6 INCH THICK CONCRETE SLAB-ON-GRADE AND

EXISTING AGGREGATE BASE CORSE IN THIS AREA TO

ACCOMMODATE PRECAST CONCRETE VAULT.

EXCAVATE EXISTING SUBGRADE IN THIS AREA TO ACCOMMODATE

PRECAST CONCRETE VAULT.

1. FOR GENERAL NOTES REFER TO SHEET G-002 AND S-001.

2. REFER TO G-002 FOR SPECIAL ENVIRONMENTAL NOTES.

3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND

UTILITIES IN THE AREA OF EXCAVATION. IF AN UNEXPECTED

UNDERGROUND UTILITY IS FOUND, PROTECT FROM DAMAGE AND

CONTACT THE CONTRACTING OFFICER REPRESENTATIVE.

4. DO NOT UNDERMINE EXISTING BUILDING FOUNDATIONS.

5. CAPACITIES OF EXISTING FLOOR GRATES ARE UNKNOWN. PROTECT

FROM DAMAGE.

7. DIMENSIONS SHOWN ON PLAN AS APPROXIMATE MUST BE

COORDINATED WITH PRECAST CONCRETE VAULT INSTALLATION. THE

CONTRACTOR MUST DETERMINE FINAL REQUIRED DIMENSIONS AND

SUBMIT TO THE COR FOR APPROVAL.

WORK LOCATION

0 2' 1/4" = 1'-0"

4'1' 8'

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EXISTING BUILDING COLUMN

AND FOUNDATION (TYP)

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STRUCTURAL FLOOR PLAN - DEMOLITION

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A. WILLIAMS

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A. WILLIAMS

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J. PADRO

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AS NOTED

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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1 7/8"

S-501

GRATING SUPPORT FRAMING PLAN - CONSTRUCTION

SCALE: 3/4"=1'-0"B1

8'- 0"

10'-0" (INSIDE CLEAR DIMENSION)

A2 S-501

A1 S-501

BEAM TO WALL DETAIL

SCALE: 3" = 1' - 0"A1 BEAM TO END-BEAM DETAIL

SCALE: 3" = 1' - 0"A2

6" MAX12" O.C. (TYP)

ATTACH STEEL ANGLE TO VAULT AT 12" O.C.

3/4" DIAM. CONCRETE ANCHOR WITH

3" SQUARE WASHER.

NOTES:

1. STEEL SUPPORTS FOR GRATES MUST BE PROVIDED AT 6'-0" ON CENTER MAX AND AT ENDS OF GRATE SPAN.

2. GRATE SPAN INDICATED THUS ( )

CHILLER SUPPORT BEAM TO EXISTING PLATFORM SECTION

SCALE: 1 1/2" = 1' - 0"C4

0 1' 2' 3' 3/4" = 1'-0"

0 6" 1' 2' 1-1/2" = 1'-0"

EXISTING GIRDER

SEE PLAN FOR SIZE

EXISTING BEAM

SEE PLAN FOR SIZE

EXISTING BEAM

SEE PLAN FOR SIZE

EXISTING 1" DEPTH

STEEL GRATE DECKING

EXISTING CONNECTION

EX. BEAM-TO-GIRDER

NOTES:

1. WATER CHILLER NOT SHOWN.

2. D = BOLT DIAMETER

2.5D 2.5D

B4 S-501

ATTACH BEAM TO EXISTING PLATFORM USING FOUR (4) BOLTS

3/4" DIAM HEX BOLT X 3" LONG MIN WITH

2" X 2" X 1/8" WASHER (2 PER BOLT)

NOTES:

1. SOME FEATURES NOT SHOWN FOR CLARITY.

2. D = BOLT DIAMETER

2.5D SEE DETAIL C4 THIS

SHEET FOR ATTACHMENT

TO EXISTING BEAM

BOLT HOLE DIAM = D + 1/16"

6X3X5/16 STEEL ANGLE (TYP)

CHANNEL TO WALL DETAIL

SCALE: 3" = 1' - 0"A4

CHILLER SUPPORT BEAM BOLT LAYOUT

SCALE: 1 1/2" = 1' - 0"B4

A4 S-501

PRECAST CONCRETE VAULT

CONCRETE

SLAB-ON-GRADE

3/16"

3" 6" 1' 3" = 1'-0"

4" M

6X3X5/16 X12" STEEL ANGLE

6X3X5/16 STEEL ANGLE

6X3X5/16 X12" STEEL ANGLE

6X3X5/16 STEEL ANGLE CENTER

ATTACH 6X3X5/16 X12" STEEL ANGLE TO VAULT USING

TWO (2) 3/4" DIAM. CONCRETE ANCHOR WITH 3" SQUARE WASHER

6X3X5/16 STEEL ANGLE

TOP OF GRATE FLUSH

WITH TOP OF S.O.G

TOP OF GRATE FLUSH

WITH TOP OF S.O.G

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WATER CHILLER SUPPORT BEAM

ATOP EXISTING STEEL GRATE DECKING

SEE PLAN FOR SIZE

S.O.G

CONCRETE

VAULT

3/16"

CONCRETE

VAULT

TOP OF GRATE FLUSH

WITH TOP OF SLAB S.O.GS.O.G

CONCRETE

VAULT

3/16"

ROUNDED CUT

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STRUCTURAL DETAILS - STEEL

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A. WILLIAMS

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A. WILLIAMS

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J. PADRO

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AS NOTED

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DEPARTMENT OF THE NAVY

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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A. PAU

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E. LEWIS

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S-502

CONCRETE SLAB-ON-GRADE PATCH

B4 CONCRETE SLAB-ON-GRADE DETAIL

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

NOTES:

1. SEE DETAIL C4 THIS SHEET FOR MORE INFORMATION ON CONCRETE JOINT AND BAR

EMBEDMENT.

A4 ISOLATION JOINT DETAIL

SCALE: NOT TO SCALE

BONDBREAKER

OR BACKER ROD

CONCRETE S.O.G

1/2 INCH THICK

JOINT MATERIAL

POURED JOINT SEALANT

SEALANT RESERVOIR:

WIDTH = 1/2"

DEPTH = 1.0 TO 1.5 TIMES THE WIDTH

TOP OF SEALANT WILL BE 1/8" BELOW TOP OF PAVEMENT

T = CONCRETE THICKNESS

C4 DOWELED CONSTRUCTION JOINT DETAIL (TYP)

SCALE: NOT TO SCALE

DRILL AND EPOXY

GROUT DOWEL

PAINT AND OIL

END OF DOWEL

CONCRETE

SLAB ON GRADE

NOTES:

1. HOLES DRILLED INTO EXISTING CONCRETE MUST BE APPROXIMATELY 1/8 INCH GREATER IN

DIAMETER THAN THE DOWELS AND DOWELS SHOULD BONDED TO THE DRILLED HOLES WITH

EPOXY RESIN GROUT.

2. SET OTHER SIDE OF DOWEL IN NEW CONCRETE.

3. DOWEL SIZE AND SPACING: 3/4" DIAMETER DOWEL X 14" LONG AT 12" ON CENTER.

SEE NOTES FOR

SIZE AND SPACING

POURED JOINT SEALANT

SEALANT RESERVOIR:

WIDTH = 1/2"

DEPTH = 1.0 TO 1.5 TIMES THE WIDTH

APPLY BONDBREAKER TO BOTTOM OF RESERVOIR

TOP OF SEALANT WILL BE 1/8" BELOW TOP OF CONCRETE

1/2 DOWEL LENGTH

EXISTING

CONCRETE

MATCH ELEVATIONS

OF ADJACENT CONCRETE

MATCH ELEVATIONS

OF ADJACENT CONCRETE

.O .G

6" O

A1 CONCRETE VAULT AND SLAB-ON-GRADE SECTION

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

COMPACTED AGGREGATE BASE COURSE

#57 GRANITE STONE

FILL BOTTOM OF PIT EXCAVATION

COMPACTED FILL SOIL OR AGGREGATE

AT THE CONTRACTOR'S DISCRETION

FILL VOIDS CAUSED BY EXCAVATION

FOR VAULT INSTALLATION

6" M

COMPACTED AGGREGATE BASE COURSE

CONCRETE S.O.G

SEE DETAIL B4 THIS SHEET

PRECAST CONCRETE VAULT

6" M

ISOLATION JOINT ALL SIDES OF VAULT

SEE DETAIL A4 THIS SHEET

6X6 WWF 10/10

COMPACTED AGGREGATE BASE COURSE

#57 GRANITE STONE

0 1' 2' 3' 3/4" = 1'-0"

COMPACTED FILL SOIL OR AGGREGATE

DOWELED CONSTRUCTION JOINT

SEE DETAIL C4 THIS SHEET

EXISTING SLAB

15 MIL MINIMUM THICKNESS VAPOR BARRIER

CONTINUOUS UNDER S.O.G AND VAULT

EXISTING SUBGRADE

COMPACT

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FINAL

DIVISION APPROVED

WHEN SIGNED

15 MIL MINIMUM THICKNESS VAPOR BARRIER

CONTINUOUS UNDER S.O.G AND VAULT

NOTES:

1. HEAVY DUTY TRAFFIC LOAD RATED CONCRETE VAULT WITH WALLS AND BOTTOM. DESIGN BY

MANUFACTURER.

2. CONCRETE: CLASS I/II CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS.

3. REINFORCEMENT: GRADE 60 REINFORCED. STEEL REBAR CONFORMING TO ASTM A615 ON

REQUIRED CENTERS BY MANUFACTURER.

CONCRETE VAULT

3'- 0"

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STRUCTURAL DETAILS - CONCRETE

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A. WILLIAMS

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A. WILLIAMS

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J. PADRO

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AS NOTED

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DEPARTMENT OF THE NAVY

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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A. PAU

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E. LEWIS

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CLEANING SHOP

SHELF

168 X 36

VAPOR DEGREASER

A1 A-501

KEYNOTES

1. USE CHEMICAL RESISTANCE RESINOUS COATING ON NEW SLAB. SEE

SPECIFICATIONS

GENERAL NOTES

LEGEND

APPLIES TO THIS SHEET ONLY

SCALE: NOT TO SCALE

GRAPHIC SCALE

EXISTING TO REMAIN

A-101

FLOOR PLAN - CONSTRUCTION

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

CONSTRUCTION

WORK LOCATION

10'-0"

PROVIDE ULTRASONIC CLEANING SYSTEM AND AUXILLIARY EQUIPMENT

PER SPECIFICATION SECTION 11 71 00. BASIS OF DESIGN (BOD): RELIANCE

SPECIALTY PRODUCTS INC.; ULTRASONIC IMMERSION VAPOR

DEGREASING SYSTEM; MODEL 6048-16LE-SPC.

EQUIPMENT CONTROL PANEL. PROVIDED WITH ULTRASONIC CLEANER.

LOCATE AS SHOWN

EQUIPMENT DRIP TRAY PROVIDED WITH ULTRASONIC CLEANER

PROVIDE FLOOR GRATING AROUND EQUIPMENT, FLUSH WITH FINISHED

FLOOR.

PROVIDE EQUIPMENT PLATFORM AND STAIRS WITH RAILING. SEE DETAIL

C1-501 AND C3-501

PROVIDE PERMANENT MOUNT POLYETHYLENE DELINEATOR POST WITH

GRABBER/LOOPER TOP. SEE S-101.

PAINT RED TO MATCH EXISTING ISLE.

PAINT ISLE EDGE LINE YELLOW TO MATCH EXISTING.

PAINT NEW CONCRETE SLAB LIGHT GRAY TO MATCH EXISTING.

1'-0"

1'- 0"

8'- 0"

3'- 2"

4'- 0"

9'-

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FINAL

DIVISION APPROVED

WHEN SIGNED

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

FLOOR PAINT

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FLOOR PLAN - CONSTRUCTION

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S. FLICK

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S. FLICK

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C. HENRY

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AS NOTED

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DEPARTMENT OF THE NAVY

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DATE

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DRAWFORM REVISION: 24 JULY 2019

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FOR COMMANDER NAVFAC

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CP FEAD WO:

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APPROVED

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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A. PAU

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E. LEWIS

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M-001

GENERAL NOTES

UTILITIES AND EQUIPMENT SHOWN ARE BASED ON EXISTING PLANS AND FIELD OBSERVATION WITHOUT DEMOLITION. AFTER DEMOLITION, ANY CLARIFICATION REQUIRED TO DETERMINE SCOPE OF WORK MUST BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

DIMENSIONS SHOWN ARE AN APPROXIMATE. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS AND

COMMENCING WORK .

REMOVAL OF ITEMS MUST INCLUDE ASSOCIATED SUPPORTS, ANCHOR BOLTS AND OTHER APPURTENANCES.

DEMOLISHED MATERIALS MUST BE REMOVED FROM SITE AND DISPOSED OFF BASE BY THE CONTRACTOR.

COORDINATE WORK SHOWN ON THE MECHANICAL DRAWINGS WITH ALL OTHER TRADES.

IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL FOR A COMPLETE FIRST CLASS INSTALLATION. ANY HARDWARE &/OR DEVICES NOT SPECIFICALLY MENTIONED OR SHOWN ON

THE DRAWINGS, BUT NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS

DETERMINED BY THE CONTRACTING OFFICER) MUST BE FURNISHED & INSTALLED BY THE

CONTRACTOR AS PART OF HIS WORK.

IDENTIFY INSULATED AND UN-INSULATED PIPING IN ACCORDANCE WITH ANSI/ASME 13.1 TO INDICATE CONTENTS AND DIRECTION OF FLOW. INSTALL COMMERCIALLY AVAILABLE SEMI-RIGID WRAP AROUND PIPE LABELS SUCH AS "DURALABEL" OR APPROVED EQUIVALENT. LOCATE LABELS AT 20 FEET INTERVALS, ON EACH SIDE OF WALL OR FLOOR PENETRATIONS, AT BRANCH TAKE-OFFS FROM MAINS AND AS CLOSE AS POSSIBLE TO EACH POINT OF

SYSTEM USE. PAINT AND IDENTIFY PIPING AS FOLLOWS:

PIPE TURN UP

PIPE TURN DOWN (DN)

EXISTING

REMOVED OR PROVIDE

LEGEND & ABBREVIATIONS

PIPE CONTINUES

ABOVE FINISHED FLOORAFF

TIE-IN POINT

PIPE INSULATION

PIPE TEE DOWN

EXISTING TO REMAINETR

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FINAL

DIVISION APPROVED

WHEN SIGNED

TEXT ON LABEL BACKGROUND COLOR

SERVICE WATER WHITE

OUTSIDE

DIAMETER

(INCLUDING INSULATION)

MINIMUM LENGTH OF

LABEL

MINIMUM LETTER HEIGHT FLOW ARROW WIDTH

1/2" TO 1 1/4" 8" 1/2" 1/2"

1 1/2" TO 2" 8" 1" 3/4"

CHILLED WATER

LETTERS AND ARROW

COLOR

GREEN

WHITEGREEN

BACKFLOW PREVENTER

DOMESTIC WATERDW

CHILLED WATER SUPPLYCHWS

CHILLED WATER RETURNCHWR

ABOVE FINISHED ROOFAFR

BALL VALVE

GATE VALVE

MAKE UP AIR UNITMAU

TYPICALTYP

PROCESS WATER CHILLER PACKAGE SCHEDULE

ELECTRICAL DATA

REFRIGERANT

TYPE

WATER LEAVING

TEMPERATURE

(MAX-°F)

NOMINAL

FLOW

(GPM)

TAG

RATED

CAPACITY

(BTU/HR)

VOLTS PHASE FREQUENCY

(Hz)

PWCH-1 90,000 25 R-134A

NOTES:

1. PACKAGED WATER CHILLER SYSTEM COMPLETE WITH:

- PRESSURE PUMP UPGRADE

- PRESSURE RELIEF BYPASS

- AUTO WATER FILL

- OUTDOOR RATED W/ SEASIDE COIL PROTECTION

- INTEGRATED MICROPROCESSOR CONTROLS WITH REMOTE OPERATOR CONSOLE

2. SIMILAR OR EQUIVALENT TO KOOLANT KOOLERS S SERIES MODEL SVO-7500-M.

QTY.

1 460 3 6065.0

DESIGN AMBIENT

TEMPERATURE

(°F) 95.0

OPERATING AMBIENT

TEMPERATURES

(°F) 20 - 95

WATER PUMP

HEAD

(PSI)

WATER

PUMP

QTY.

GENERAL COMPRESSOR PUMP

FULL LOAD

CURRENT

(AMP)

QTY.

VOLUME

(GAL)

RESERVOIR TANK

PUMP (HP)

PUMP

(HP)

REFRIGERANT

(LBS)

REDUCER

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MECHANICAL NOTES, LEGEND AND ABBREVIATIONS

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R. VELAZQUEZ

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R. VELAZQUEZ

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J. PADRO

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AS NOTED

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DEPARTMENT OF THE NAVY

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

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MCAS CHERRY POINT, NC

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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E. LEWIS

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2" CHWS @ 6" AFR

2" CHWR @ 6" AFR

2" CHWR @ 8'-00" AFR

2" CHWS @ 8'-00" AFR

1/2" DW @ 8'-00" AFR

1/2" DW @ 6" AFR

PWCH-1

C4 M-501

A3 M-501

CLEANING SHOP

VAPOR DEGREASER

2" CHWS @ 18'-0" AFF

2" CHWR @ 18'-0" AFF

2" CHWS @ 8'-0" AFF

2" CHWR @ 8'-0" AFF

CHAIN HOIST

(2TON)

BRIDGE RAIL

@ 14'-6" AFF

RAIL STOP

RUNWAY RAIL

@ 15'-3" AFF

1/2" DW @ 18'-0" AFF

A1 M-501

KEYNOTES

APPLIES TO THIS SHEET ONLY

M-101

MECHANICAL ROOF PLAN - CONSTRUCTION

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

CONNECT NEW CHILLED WATER RETURN/SUPPLY TO CHILLER. SEE M-701

FOR DETAIL.

CONNECT NEW CHILLED WATER RETURN/SUPPLY AND DOMESTIC WATER

TO EQUIPMENT.

CHILLED WATER RETURN/SUPPLY AND DOMESTIC WATER THROUGH

EXISTING ROOF HATCH. SEE A3, M-501 FOR DETAIL

TYPICAL FOR ROOF PIPE SUPPORTS.

PROVIDE 1-1/2" TO 3/4" REDUCER AND DRAIN VALVE WITH CAP TO

EQUIPMENT DRAIN.

CONNECT TO EXISTING WATER SUPPLY.

MECHANICAL FLOOR PLAN - CONSTRUCTION

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

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FINAL

DIVISION APPROVED

WHEN SIGNED

0 5' 1/4" = 1'-0"

10'

GRAPHIC SCALE

SCALE: NOT TO SCALE

WORK LOCATION

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MAU-1

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MAU-2

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MECHANICAL FLOOR & ROOF PLAN - CONSTRUCTION

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R. VELAZQUEZ

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R. VELAZQUEZ

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J. PADRO

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AS NOTED

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DEPARTMENT OF THE NAVY

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U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

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PROJECT STATION

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M-501

3/8"Ø ALL THREADED ROD.

GALVANIZED STEEL. LENGTH TO

BE FIELD DETERMINED.

ADJUSTABLE SIDE BEAM

CLAMP

BUILDING STEEL MEMBER

A5 DETAIL - PIPE SUPPORT

NOT TO SCALE

2" X 22 GA GALVANIZED

STEEL STRAP

INSULATED DUCT

12" LONG INSULATION SADDLE

NOTES:

· PROVIDE SUPPORTS WITHIN 18" OF EVERY TURN

· 12'-0" MAXIMUM HANGERS SPACING

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DIVISION APPROVED

WHEN SIGNED

1/2" DW

*MOUNT DOUBLE CHECK ASSEMBLY NO LOWER THAN 30" ABOVE FINISHED FLOOR

TO EQUIPMENT

C2 DETAIL - DOUBLE BACK FLOW PREVENTER

NOT TO SCALE

DOUBLE CHECK BACKFLOW

ASSEMBLY (DCBA). SIMILAR TO

GRAINGER ITEM # 429J25

1/2" DW

1/2" BALL VALVE (TYP.)

6" (MAX)

MANDATORY PIPE

SUPPORT (TYP.)

A1 DETAIL - CHILLED WATER POINT OF CONNECTION

SCALE: NOT TO SCALE

6"X6"X3 1/2" HOT DIPPED GALVANIZED

SINGLE POST STEEL BASE. SIMILAR TO

ANVIL-STRUT MODEL AS 3033SQ HG

(TYPICAL FOR 2)

1/2"Ø X 4" CONCRETE ANCHOR

3" MINIMUM EMBEDMENT

(TYPICAL FOR 8)

FINISHED FLOOR

1 5/8" X 1 5/8" X 12 GA STRUT CHANNEL

HOT DIPPED GALVANIZED, 9/16"Ø HOLES ON

THREE (3) SIDES, SIMILAR TO ANVIL-STRUT

CHANNEL MODEL AS 200H3 HG (TYP.)

UNIVERSAL STEEL PIPE CLAMP SIMILAR

TO ANVIL-STRUT MODEL AS 270 (TYP.)

PER STRUT CHANNEL MANUFACTURER

RECOMMENDATION

12" X 16 GA

INSULATION SADDLE

HEAVY DUTY CLEVIS

HANGER

LOCKING AND

POSITIONING NUT

3/8"Ø X 6"

THREADED ROD

HEX NUT

PIPE INSULATION

C1 DETAIL - PIPE HANGER

NOT TO SCALE

EXISTING STEEL PLATFORM

STRUCTURAL MEMBER

C5 DETAIL -WALL SUPPORT

NOT TO SCALE

A3 DETAIL - CURB PENETRATION

NOT TO SCALE

TOP OF EXISTING CURB CAP

EXISTING ROOF OPENING

INSULATED

DUCT OR PIPE

1/2" Ø X 12" (MAX.) GALVANIZED

STEEL THREADED ROD. EXACT

LENGTH TO BE FIELD DETERMINED

WASHER AND

LOCK NUTS (TYP)

MASONRY EXPANSION

ANCHORS (TYP)

EXISTING MASONRY WALL

10 GAUGE GS SHEET METAL

SPLIT STRAP, 2" WIDE

SHEET METAL

FASTENER (TYP)

1" MIN.

(TYP.)

PROVIDE GA 18 GALVANIZED SHEET

METAL INSULATION JACKETING ,

STARTING 6" PRIOR TO EXISTING

ROOF OPENING. EXTEND TO THE

OUTDOORS TO PINT INDICATED.

EXTEND JACKETING

12" PAST THE

ELBOW

INSULATED PIPE OR DUCT

(REFER TO PLAN FOR

QUANTITIES AND SIZES)

APPLY A 4" WIDE AND ALL

AROUND COAT OF HEAVY

TEXTURED, SYNTHETIC

LATEX, DUCT SEALANT

SET COLLAR ATOP A

CONTINUOUS BED OF SILICONE

CAULKING AND ATTACH TO CURB

USING LAP SEAM SCREW W

BOND SEAL WASHER EVERY 6"

FILL CURB CAVITY COMPLETELY

WITH WOOL INSULATION

WIRE MESH TO SUPPORT

WOOL INSULATION

SHEET METAL COLLAR

24 GA SHEET METAL UMBRELLA

ATTACHED WITH STAINLESS STEEL

WORMGEAR CLAMP

APPLY TWO LAYERS OF

SELF-ADHESIVE FLEXIBLE

FLASHING TAPE, 2" OVERLAP

COMPRESSION WASHER

FLAT WASHER

*FOR PIPING SIZES AND QUANTITY REFER TO PLAN

FUNNEL

1 1/2" PIPE

TO FREE DISCHARGE ABOVE

EXISTING TRENCH DRAIN

10" X 16" X 3", HIGH DENSITY

BLACK POLYPROPYLENE BASES

1/2"Ø X 6" HOT DIP

GALVANIZED ROD

C4 DETAIL -PIPE SUPPORT

NOT TO SCALE

12"X24GA INSULATION

SADDLE

UNIVERSAL STEEL

STRUT PIPE CLAMP

12" X 12GA STEEL STRUT

CHANNEL

*SIMILAR TO PHP SYSTEMS MODEL PP10

NORMALLY CLOSED BYPASS

P T

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PIPE INSULATION (TYP.)

NORMALLY CLOSED BYPASS VALVE

SHUT OFF VALVE (TYP.)

3" DIAL PRESSURE INDICATOR (TYP.)

3" DIAL TEMPERATURE INDICATOR (TYP.)

CAP PIPE (TYP.)

CIRCUIT SETTER

ON RETURN LINE

36" AFF

*FOR PIPING SIZES AND QUANTITY REFER TO PLAN

AutoCAD SHX Text

MECHANICAL DETAILS

AutoCAD SHX Text 12892416

AutoCAD SHX Text

R. VELAZQUEZ

AutoCAD SHX Text

J. PADRO

AutoCAD SHX Text

R. VELAZQUEZ

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AS NOTED

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 24 JULY 2019

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CHK

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APPROVED

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FOR COMMANDER NAVFAC

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CP FEAD WO:

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FRCE WO:

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REVIEWED

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APPROVED

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FAC PLAN PROJ NO:

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SHOP:

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CAGE CODE:

AutoCAD SHX Text

FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

MCAS CHERRY POINT, NC

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

AutoCAD SHX Text

PROJECT STATION

AutoCAD SHX Text

A. PAU

AutoCAD SHX Text

E. LEWIS

AutoCAD SHX Text

PE-22034

AutoCAD SHX Text 7357358

AutoCAD SHX Text

XZ62190

AutoCAD SHX Text 93112

CONNECT TO CHILLER

THRU EXISTING ROOF

HATCH INTO BUILDING

1/2" DW @ 8'-0" AFR

2" CHWS @ 8'-0" AFR

2" CHWR @ 8'-0" AFR

1/2" DW @ 0'-8" AFR

2" CHWS @ 0'-8" AFR

2" CHWR @ 0'-8" AFR

1/2" DW @ 0'-8" AFR

2" CHWS @ 0'-8" AFR

2" CHWR @ 0'-8" AFR

M-701

MECHANICAL ISOMETRIC - ROOF

SCALE: NOT TO SCALE

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DIVISION APPROVED

WHEN SIGNED

AutoCAD SHX Text

MECHANICAL ISOMETRIC - ROOF

AutoCAD SHX Text 12892417

AutoCAD SHX Text

R. VELAZQUEZ

AutoCAD SHX Text

R. VELAZQUEZ

AutoCAD SHX Text

J. PADRO

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text B

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

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DRW

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SYM

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DESCRIPTION

AutoCAD SHX Text

DATE

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APPR

AutoCAD SHX Text

DRAWFORM REVISION: 24 JULY 2019

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CHK

AutoCAD SHX Text

APPROVED

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FOR COMMANDER NAVFAC

AutoCAD SHX Text

CP FEAD WO:

AutoCAD SHX Text

FRCE WO:

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REVIEWED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

FAC PLAN PROJ NO:

AutoCAD SHX Text

SHOP:

AutoCAD SHX Text

CAGE CODE:

AutoCAD SHX Text

FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

MCAS CHERRY POINT, NC

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

AutoCAD SHX Text

PROJECT STATION

AutoCAD SHX Text

A. PAU

AutoCAD SHX Text

E. LEWIS

AutoCAD SHX Text

PE-22034

AutoCAD SHX Text 7357358

AutoCAD SHX Text

XZ62190

AutoCAD SHX Text 93112

1/2" DW @ 18'-0" AFF

2" CHWS @ 18'-0" AFF

2" CHWR @ 18'-0" AFF

2" CHWS @ 0'-8" AFF

2" CHWR @ 0'-8" AFF

1/2" DW @ 10'-0" AFF

CHWR/S TO EQUIPMENT

THRU EXISTING ROOF

HATCH

C2 M-501

A1 M-501

M-702

MECHANICAL ISOMETRIC - GROUND FLOOR

SCALE: NOT TO SCALE

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DIVISION APPROVED

WHEN SIGNED

AutoCAD SHX Text

MECHANICAL ISOMETRIC - GROUND FLOOR

AutoCAD SHX Text 12892418

AutoCAD SHX Text

R. VELAZQUEZ

AutoCAD SHX Text

R. VELAZQUEZ

AutoCAD SHX Text

J. PADRO

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

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DRW

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SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 24 JULY 2019

AutoCAD SHX Text

CHK

AutoCAD SHX Text

APPROVED

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FOR COMMANDER NAVFAC

AutoCAD SHX Text

CP FEAD WO:

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FRCE WO:

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REVIEWED

AutoCAD SHX Text

APPROVED

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FAC PLAN PROJ NO:

AutoCAD SHX Text

SHOP:

AutoCAD SHX Text

CAGE CODE:

AutoCAD SHX Text

FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

MCAS CHERRY POINT, NC

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

AutoCAD SHX Text

PROJECT STATION

AutoCAD SHX Text

A. PAU

AutoCAD SHX Text

E. LEWIS

AutoCAD SHX Text

PE-22034

AutoCAD SHX Text 7357358

AutoCAD SHX Text

XZ62190

AutoCAD SHX Text 93112

93668

AISLE

QUEUE

PENETRANT

SPRAY DWELL

PRE-RINSE

SPRAY

MANUAL ROTATE

MANUAL EVACUATE

ELEC BUS

RACK FOR

ELEC BUS

PUMP55 GAL

DRUM

REMOVER

POST-RINSE

INSPECTION

BOOTH

INSPECTION

BOOTH

CONTROL

PANEL

CONTROLLER

TRANSMISSION CLEANING LINE

I.P.S.

GLASS BEAD

BLAST BOOTH

CLEANING SHOP

BNP-600

ERGO

BNP-600

ERGO

BNP-600

ERGO

BNP-600

ERGO

COALESCER

DRAIN TO IWTP

VARSOL

BOOTH

93112

SODA

BLAST

BOOTH

SHELF

168 X 36

VAPOR DEGREASER

BUSWAY

"N" 208V/120V, 800A

PNL B-34,

480/277V, 3PH, 225A

FF: BUSWAY "R"

A1 E-601

KEYNOTES

1. MOVE AND/OR PROTECT MATERIAL THAT IS TO REMAIN IN PLACE OR IS

TO BE RELOCATED, UNLESS OTHERWISE NOTED.

2. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE

CONSTRUCTION

GENERAL SHEET NOTES

LEGEND AND ABBREVIATIONS

APPLIES TO THIS SHEET ONLY

0 5' 1/4" = 1'-0"

10'

GRAPHIC SCALE

EXISTING TO REMAIN

CONSTRUCTION

DISCONNECT SWITCH

PANELBOARD

E-101

ELECTRICAL FLOOR PLAN - CONSTRUCTION

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

PROVIDE ONE 480V, 3 PH, 30 A BREAKER TO FEED THE CHILLER. PROVIDE

ONE 480V, 3 PH BREAKER SIZED, PER MANUFACTURERS REQUIREMENTS

TO FEED THE VAPOR DEGREASER. BREAKERS MUST MATCH THE TYPE AND

AIC RATING OF THE PANEL.

PROVIDE A 600V, HEAVY DUTY, NEMA 1, FUSED DISCONNECT SWITCH.

BRANCH CIRCUIT MUST BE FED FROM PANEL B-34 CIRCUIT 10/12/14.

PROVIDE THHN/THWN WIRING IN ELECTRIC METALLIC TUBE FROM PANEL

B-34 TO THE FUSED DISCONNECT SWITCH. MOUNT THE DISCONNECT

SWITCH TO UNI-STRUT AS DETAILED ON A1/E-601. SIZE OF THE

DISCONNECT, FUSING, WIRING AND CONDUIT WILL BE DETERMINED BASED

ON ACTUAL EQUIPMENT REQUIREMENTS. THE CURRENT CANNOT EXCEED A

MAXIMUM OF 80 A AT 480 V. MINIMUM SIZE CONDUIT 3/4". MINIMUM SIZE

WIRE #12 FOR ALL NON CONTROL WIRING. PROVIDE AND INSTALL THE

LABEL SHOWN IN DETAIL D4 ON SHEET E-601 AND THE ARC FLASH STICKER

SHOWN ON E-601 ON THE DISCONNECT SWITCH.

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FINAL

DIVISION APPROVED

WHEN SIGNED

35 34 33 32 31

A AMPERE

PNL PANELBOARD

PH PHASE

V VOLTAGE

AIC AMPERE INTERRUPTING CURRENT

FF FED FROM

SCALE: NOT TO SCALE

WORK LOCATION

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELECTRICAL FLOOR PLAN - CONSTRUCTION

AutoCAD SHX Text 12892419

AutoCAD SHX Text

J. HOPKINS

AutoCAD SHX Text

J.. HOPKINS

AutoCAD SHX Text

E. LOVE

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

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DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 24 JULY 2019

AutoCAD SHX Text

CHK

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APPROVED

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FOR COMMANDER NAVFAC

AutoCAD SHX Text

CP FEAD WO:

AutoCAD SHX Text

FRCE WO:

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REVIEWED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

FAC PLAN PROJ NO:

AutoCAD SHX Text

SHOP:

AutoCAD SHX Text

CAGE CODE:

AutoCAD SHX Text

FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

MCAS CHERRY POINT, NC

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

AutoCAD SHX Text

PROJECT STATION

AutoCAD SHX Text

A. PAU

AutoCAD SHX Text

E. LEWIS

AutoCAD SHX Text

PE-22034

AutoCAD SHX Text 7357358

AutoCAD SHX Text

XZ62190

AutoCAD SHX Text 93112

A1 E-601

KEYNOTES

1. WHERE PIPES, CONDUITS, DUCTS, OR OTHER UTILITIES ARE REMOVED

AND NOT REPLACED, PROVIDE MATERIALS TO FILL THE OPENING(S)

THAT ARE SIMILAR TO ADJACENT CONSTRUCTION.

2. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE

CONSTRUCTION

3. WORK ASSOCIATED WITH THIS PACKAGE (I.E. - DELIVERY DATES,

INSTALLATION, RELOCATIONS, ETC) MUST BE COORDINATED

THROUGH THE PROJECT MANAGER, JOHN ALIKA PAU, 252.464.8828.

GENERAL SHEET NOTES

LEGEND AND ABBREVIATIONS

APPLIES TO THIS SHEET ONLY

0 5' 1/4" = 1'-0"

10'

GRAPHIC SCALE

E-102

ELECTRICAL ROOF PLAN - CONSTRUCTION

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

PROVIDE A HEAVY DUTY, 600V, NEMA 3R, 30 A FUSED DISCONNECT

SWITCH. BRANCH CIRCUIT MUST BE FED FROM PANEL B-34, CIRCUIT

13/15/17. PROVIDE 3 #10 THHN/THWN IN 3/4" RIGID CONDUIT FROM PANEL

B-34 TO THE SWITCH. FOLLOW THE CHILLER PIPING TO THE DISCONNECT

SWITCH. MOUNT DISCONNECT SWITCH TO UNI-STRUT AS DETAILED ON

A1/E-601. PROVIDE AND INSTALL THE LABEL SHOWN IN DETAIL D4 ON

SHEET E-601 AND THE ARC FLASH STICKER SHOWN ON E-601 ON THE

DISCONNECT SWITCH.

FUSED ELECTRIC DISCONNECT

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DIVISION APPROVED

WHEN SIGNED

34 3335

A AMPERE

PNL PANELBOARD

PH PHASE

V VOLTAGE

AIC AMPERE INTERRUPTING CURRENT

FF FED FROM

SCALE: NOT TO SCALE

WORK LOCATION

AutoCAD SHX Text C8X18.75

AutoCAD SHX Text W16X26

AutoCAD SHX Text W24X68

AutoCAD SHX Text W16X31

AutoCAD SHX Text W16X26

AutoCAD SHX Text W16X31

AutoCAD SHX Text W16X26

AutoCAD SHX Text W16X31

AutoCAD SHX Text W16X26

AutoCAD SHX Text W16X31

AutoCAD SHX Text W16X26

AutoCAD SHX Text W16X31

AutoCAD SHX Text W16X26

AutoCAD SHX Text

MAU-1

AutoCAD SHX Text

MAU-2

AutoCAD SHX Text B

AutoCAD SHX Text

ELECTRICAL ROOF PLAN - CONSTRUCTION

AutoCAD SHX Text 12892420

AutoCAD SHX Text

J. HOPKINS

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J.. HOPKINS

AutoCAD SHX Text

E. LOVE

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 24 JULY 2019

AutoCAD SHX Text

CHK

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

CP FEAD WO:

AutoCAD SHX Text

FRCE WO:

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

FAC PLAN PROJ NO:

AutoCAD SHX Text

SHOP:

AutoCAD SHX Text

CAGE CODE:

AutoCAD SHX Text

FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

MCAS CHERRY POINT, NC

AutoCAD SHX Text

U.S. MARINE CORPS AIR STATION, CHERRY POINT, NC

AutoCAD SHX Text

PROJECT STATION

AutoCAD SHX Text

A. PAU

AutoCAD SHX Text

E. LEWIS

AutoCAD SHX Text

PE-22034

AutoCAD SHX Text 7357358

AutoCAD SHX Text

XZ62190

AutoCAD SHX Text 93112

E-601

"EQUIPMENT NAME"

___ V, ___ AMPS

___ PHASE

FF: _____, CKT. ____

PLACARD SHALL BE HARD PLASTIC WITH BLACK LETTERING ENGRAVED ON A WHITE

BACKGROUND AND ATTACHED WITH RIVETS TO THE ENCLOSURE COVER IN PLAIN VIEW

D4 DISCONNECT IDENTIFICATION PLACARD

SCALE: NOT TO SCALE

3" MIN.

5" MIN.

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FINAL

DIVISION APPROVED

WHEN SIGNED

A1 ELECTRIC DISCONNECT MOUNTING

SCALE: NOT TO SCALE

AF-1APRIL 2015

GENERAL ARC FLASH WARNING LABEL

SKETCH DATE STYLE

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN OF ARC FLASH

HAZARDS.

2. THE LABEL FORMAT AND TEXT MUST BE IN ACCORDANCE WITH THE FIGURE.

3. THE LABEL MUST BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS

BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL MUST BE MINIMUM:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 3" 4.5"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN GUIDE WEBSITE

(WWW.WDBG.ORG) FOR USE IN A LABEL MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO THIS

LOCATION, FOLLOW: HOME >…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 27, 2026.