7357362 DrawingsAsOne SIGNED.pdf

PDF 6 MB Posted Nov 8, 2024

Attached to: Site Prep for Installation of New H-53 Shaft Balancers, FRCE, B4224
Solicitation number: N400857357362
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Nov 8, 2024

This document appears to be a set of drawings and general notes related to a federal contract opportunity. The key details are:

The drawings are for "Site Prep for Installation of New H-53 Shaft Balancers" at Fleet Readiness Center East (FRCE), Building 4224. This procurement is restricted to the Civil Paving MACC contractors. The scope of work and any applicable drawings are provided in the attached documents. General notes cover topics such as demolition requirements, piping labeling, welding qualifications, environmental and safety considerations, and recycling procedures. The project is located within Operable Unit 1, which has specific soil handling and dewatering requirements. Overall, this document provides technical details and guidance for the planned construction activities under the referenced federal contract opportunity.

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File	Type	Posted
Amendment 0002 7357362.pdf	PDF	Nov 20, 2024
Amendment 0001 7357362.pdf	PDF	Nov 20, 2024
RFP 7357362.pdf	PDF	Nov 8, 2024
7357362 SpecsAsOne SIGNED.pdf	PDF	Nov 8, 2024

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9/24/2024

SYMBOL LEGEND

12'-0"

LOCATION

�COORDINATE-

\ A-XXX

SHEET

IDENTIFICATION

\ A-XXX ;

STAIR

103A

. DIMENSIONS SHOWN THUSLY ARE TO THE ,

FACE OF THE ELEMENT BEING DIMENSIONED

(WALL, FRAME, ETC)

EMPLOYEE NUMBER

KEYNOTE TAG

ROOM DESIGNATION

COLUMN LINE DESIGNATION

DOOR DESIGNATION

...-... SECTION MARK

NORTH ARROW

1 ENLARGED PLAN / DETAIL MARK

I I

GENERAL NOTES:

CONDITIONS SHOWN ARE BASED ON EXISTING PLANS AND FIELD OBSERVATION WITHOUT DEMOLITION.

AFTER DEMOLITION, AN CLARIFICATION REQUIRED TO DETERMINE SCOPE OF WORK MUST BE BROUGHT TO

THE ATTENTION OF THE CONSTRUCTION MANAGER.

DIMENSIONS SHOWN ARE AN APPROXIMATE. FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

PROCURING MATERIALS OR COMMENCING WORK.

EQUIPMENT, PIPING, WALLS, AND SYSTEMS NOTED FOR DEMOLITION SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. DEMOLITION SHALL INCLUDE ASSOCIATED SUPPORTS, ANCHOR BOLTS AND OTHER APPURTENANCES.

WHERE DUCTWORK, PIPING, WIRING, BOLTS, FOUNDATIONS, ETC ARE REMOVED AND NOT REINSTALLED, PATCH ALL HOLES IN WALLS, FLOOR, AND CEILING WITH LIKE MATERIAL.

LABEL PIPE SYSTEMS PER THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A13.1, SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS. CONTACT THE COR FOR ANY DEVIATION FROM THE ASME A13.1

PRIOR TO CONSTRUCTION.

ROOFING WORK MUST BE PERFORMED BY A ROOFING CONTRACTOR CERTIFIED BY THE EXISTING ROOF

SYSTEM MANUFACTURER. WORK PERFORMED ON THE ROOF MUST NOT VOID THE EXISTING ROOF

WARRANTY.

7. DUST GENERATED FROM THE DEMOLITION WORK MUST BE CONTAINED.

8. EXISTING EQUIPMENT CONTAINING A PLANT ACCOUNT TAG THAT IS DEMOLISHED PER THESE DRAWINGS

WILL REMAIN THE PROPERTY OF FRC EAST, CHERRY POINT, NC. THE PLANT ACCOUNTED EQUIPMENT MUST BE REMOVED AND TRANSPORTED BY THE CONTRACTOR TO THE DEPOT'S USED OIL BERM/SHELTER, (TO STRUCTURE NO. 4466) FOR DECONTAMINATION AND DISPOSAL BY THE GOVERNMENT. IN ADDITION, THE

CONTRACTOR SHALL REMOVE EQUIPMENT PLANT ACCOUNT TAGS AND GIVE TAGS TO THE FRCE

CONSTRUCTION MANAGER FOR PLANT ACCOUNTING PURPOSES. THE PLANT ACCOUNT TAG IS USUALLY A SILVER METAL TAG, APPROXIMATELY 3/4 INCH X 2 INCHES. THE TAG IS MARKED "US NAVY PROPERTY" AND

HAS AN ELEVEN DIGIT NUMBER LOCATED BENEATH A BAR CODE.

9. EQUIPMENT LOADS MUST NOT BE ADDED TO A BUILDING ROOF WITHOUT PRIOR APPROVAL FROM THE

CONSTRUCTION MANAGER.

10. PRESSURE SYSTEM WELDS (PIPING, PRESSURE VESSELS, TANKS, HEAT EXCHANGERS, ETC.) MUST BE ACCOMPLISHED BY WELDERS CERTIFIED PER THE MOST RECENT EDITION OF ASME BPVC SEC IX, "WELDING, BRAZING, AND FUSING QUALIFICATIONS".

11. BEFORE BURNING / WELDING / SOLDERING, OBTAIN A PERMIT FROM THE MCAS CHERRY POINT FIRE DEPARTMENT (252-466-2241). A FIRE WATCH SHALL BE MAINTAINED BOTH DURING AND AT LEAST 30 MINUTES

AFTER BURNING / WELDING / SOLDERING WORK.

12. OCCUPIED SPACE MUST BE CLEANED AT THE COMPLETION OF EACH WORK PERIOD. REMOVE AND DISPOSE

OF SCRAP MATERIALS AND THOROUGHLY CLEAN THE CONSTRUCTION AREA DAILY.

13. DISPOSE OF DEBRIS, RUBBISH, SCRAP, AND OTHER UNSALVAGEABLE MATERIALS IN ACCORDANCE WITH

CONTRACT DOCUMENTS. STORAGE AND/OR BURNING OF REMOVED ITEMS IS PROHIBITED.

14. THE CONTRACTOR MUST CORRECT AT HIS OWN EXPENSE, DAMAGES TO WORK OR MATERIALS IN PLACE ON THE PREMISES, OR INCLUDED IN THIS CONTRACT, DURING THE EXECUTION OF THIS CONTRACT.

15. COMPLETE FORM 13700/202 (PLANT EQUIPMENT CHECKLIST) FOR EACH NEW PIECE OR EQUIPMENT AND SEND

THE COMPLETED FORMS TO THE CONSTRUCTION MANAGER.

16. PROVIDE EQUIPMENT MANUALS (INCLUDING OPERATIONS, MAINTENANCE, SPARE PARTS LIST, AND

ILLUSTRATED PARTS BREAKDOWN) IN ACCORDANCE WITH CONTRACT DOCUMENTS.

17. DO NOT SCALE DRAWINGS FOR SHOP DRAWINGS.

RECYCLING NOTES:

1. DISPOSE OF THE FOLLOWING MATERIALS AT THE FRC EAST RECYCLING FACILITY: STEEL, ALUMINUM, BRASS, COPPER (WIRE), MAGNESIUM, HIGH TEMPERATURE STEEL, COMPOSITE/FIBERGLASS, PLASTIC DRINK BOTTLES, PLASTIC TOOL BOX INSERTS, SCRAP ELECTRONICS, TONER CARTRIDGES, UNPAINTED/UNTREATED LUMBER AND CRATES, CARDBOARD ONLY, X-RAY FILM, KIRKSITE, LEAD, STAINLESS STEEL, AND TIRES. FRC EAST RECYCLING

CENTER B4785 IS LOCATED BEHIND B4225.

2. THE FOLLOWING MATERIALS ARE NOT ACCEPTED AT THE FRC EAST RECYCLING FACILITY: WOODEN FURNITURE OF ANY KIND, PACKING MATERIAL, PLASTIC OF ANY KIND (OTHER THAN THOSE MENTIONED IN NOTE 2), PAINTED OR TREATED LUMBER, BOXES CONSISTING OF BOTH CARDBOARD AND WOOD, REFRIGERATORS, PLANT ACCOUNTED EQUIPMENT NOT PROCESSED THROUGH CAN 1375, RUBBER FLOOR MATS, GENERAL REFUSE AND

CARDBOARD SHIPPING TUBES.

DISTRIBUTION STATEMENT D: DISTRIBUTION AUTHORIZED TO THE DEPARTMENT OF DEFENSE (DOD) AND U.S. DOD CONTRACTORS ONLY, VULNERABILITY INFORMATION, AUTHORIZATION DATE: SEE TITLE BLOCK DIGITAL SIGNATURE; OTHER REQUESTS SHALL BE REFERRED TO FLEET READINESS CENTER EAST, FACILITIES AND PLANT

PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021.

ENVIRONMENTAL NOTES:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE WHEN THE PROJECT INCLUDES INSTALLATION OF

EQUIPMENT THAT MAY REQUIRE AN AIR PERMIT OR REMOVAL OF EQUIPMENT CURRENTLY LISTED ON THE EXISTING FRC EAST AIR PERMIT. NOTIFICATION MUST OCCUR PRIOR TO EQUIPMENT INSTALLATION/REMOVAL.

2. IF A HAZARDOUS CHEMICAL (MATERIAL) AS DEFINED UNDER 29 CFR 1910.1200 FOR THE INSTALLATION, TESTING, OR OPERATION OF INSTALLED MACHINERY IS REQUIRED, THE CONTRACTOR MUST RECEIVE APPROVAL FROM THE CONTRACTING OFFICER REPRESENTATIVE PRIOR TO ANY OF THAT MATERIAL BEING BROUGHT ON SITE. SUBMIT

IN WRITING THE FOLLOWING:

2.1. SAFETY DATA SHEET (SOS), QUANTITY, INTENDED USE, AND OTHER INFORMATION THAT MAY BE REQUIRED.

MAINTAIN COPIES OF ALL SOS ON SITE THROUGHOUT THE PROJECT.

2.2. ENSURE CONTRACTOR EMPLOYEES UNDERSTAND HOW TO LOCATE A SOS. COMPLETE FRC EAST FORM

5090/20 AND PROVIDE TO THE CONTRACTING OFFICER REPRESENTATIVE.

3. HAZARDOUS WASTE GENERATED MUST BE STORED, HANDLED AND DISPOSED IN ACCORDANCE WITH FEDERAL HAZARDOUS WASTE LAWS FOUND AT 40 CFR 260-268. CONTACT THE CONTRACTING OFFICER REPRESENTATIVE

FOR ADDITIONAL INSTRUCTION.

4. THIS SITE IS WITHIN THE BOUNDARIES OF OPERABLE UNIT 1 (OU1) AND IS WITHIN OR NEAR KNOWN AREAS OF SOIL CONTAMINATION. IF EARTH IS DISTURBED IT SHOULD BE TREATED AS CONTAMINATED. SEE DETAILS WITHIN

THE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION.

5. FOR CONNECTIONS TO OR MODIFICATION OF EXISTING DRAINS OR DRAINAGE SYSTEMS (E.G. SANITARY SEWER, INDUSTRIAL SEWER, OR STORM SEWER), CONTACT THE CONTRACTING OFFICER REPRESENTATIVE FOR

APPROVAL OF THE CONNECTION AND FINAL DISCHARGE LOCATION.

6. CONNECTION TO THE POTABLE WATER SYSTEM MAY BE PERFORMED USING A BACKFLOW PREVENTOR.

INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES MUST BE ON THE LIST OF APPROVED ASSEMBLIES BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION OF CROSS-CONTROL AND HYDRAULIC RESEARCH (USC FCCC HR) AND SHALL BE IN COMPLIANCE WITH THE INTERNATIONAL PLUMBLING CODE (IPC) SECTION 608. NOTIFY THE LOCAL CROSS-CONNECTION OPERATOR IN RESPONSIBLE CHARGE (ORC) AUTHORITY VIA THE COR WHEN INSTALLATION IS COMPLETE. THE BACKFLOW PREVENTION ASSEMBLY MUST THEN BE TESTED AND CERTIFIED BY

THE LOCAL AUTHORITY.

SPECIAL ENVIRONMENTAL NOTES:

1. THIS PROJECT IS LOCATED WITHIN THE DEFINED LIMITS OF OPERABLE UNIT 1. THIS OPERABLE UNIT HAS A RECORD OF

DECISION (ROD) THAT REQUIRES CERTAIN REPORTING ACTIONS BE COMPLETED IN ORDER TO BE IN COMPLIANCE WITH THE ROD. NO DEWATERING ACTIVITIES CAN OCCUR IN THESE AREAS WITHOUT PRIOR WRITTEN APPROVAL. SEE

SPECIFICATIONS SECTION 01 14 00 'WORK RESTRICTIONS".

2. SPECIFICATION SECTION 31 23 00.00 "EXCAVATION AND FILL" OUTLINES THE REQUIREMENTS FOR HANDLING SUSPECTED

CONTAMINATED SOILS AND ALL FILL MATERIALS IMPORTED TO THE BASE.

OCCUPATIONAL SAFETY & HEALTH NOTES:

1. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN PERFORMED ON EXISTING AREAS OF WORK.

SEE THE SPECIFICATION FOR ASBESTOS MATERIAL AND LEAD-BASED PAINT REPORT RESULTS. CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE STANDARD OF CARE REGARDING THE HANDLING OF ANY MATERIALS

FOUND TO BE HAZARDOUS AND THE PROTECTION OF PERSONS FROM EXPOSURE.

2. COMPLY WITH SAFETY AND OCCUPATIONAL CODE REQUIREMENTS INCLUDING; ANSI A10.32 PERSONAL FALL PROTECTION, EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS, 29 CFR 1910 OCCUPATIONAL SAFETY AND HEALTH STANDARDS, 29 CFR 1926 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, 29 CFR 1926.500 FALL PROTECTION, P-307 MANAGEMENT OF WEIGHT HANDLING EQUIPMENT, NFPA 70 NATIONAL ELECTRIC CODE, AND

NFPA 70E STANDARD FOR ELECTRICAL SAFETY REQUIREMENTS FOR EMPLOYEE WORKPLACES.

SECURITY NOTES:

1. WORK IS WITHIN THE FRC EAST SECURITY ZONE. OBTAIN SECURITY BADGES IN ACCORDANCE WITH CONTRACT

DOCUMENTS.

FLEET RF.ADTNESS CENTER

O&AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

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AS NOTED

ABBREVIATIONS

ARCH

APPROX.

DIAMETER

DIMS

E.O.C.

EX.

FFE

MAX

MIN

MPH

O.C.

PCF

PSF

PSI

SEC

S.O.G

SQ FT

TYP

T.O.C

ARCHITECTURAL

APPROXIMATELY

CENTERLINE

CONSTRUCTION MANAGER

DIAM

DIMENSIONS

EDGE OF CONCRETE

EXISTING

FINISHED FLOOR ELEVATION

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

TOP OF CONCRETE

E T

R E

A D

S S

C E

R E

A S

D E

N L

A Y

O U

R N

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Q U

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06 AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021.

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. A. 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. FLOOR AND ROOF FINISHES. E. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. F. G. DIMENSIONS NOT SHOWN ON

STRUCTURAL DRAWINGS.

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

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

NOTED.

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

AND PLUMBING FIXTURES.

3.0.3. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHOR D. BOLTS, ETC. ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION, UNLESS OTHERWISE NOTED.

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.

7. THE CAD DRAWING FILES ARE THE PROPERTY OF NAVFAC AND WILL NOT BE RELEASED TO THE

CONTRACTOR OR SUBCONTRACTOR FOR THEIR USE.

8. STRUCTURAL DRAWINGS WILL BE USED IN CONJUNCTION WITH ARCHITECTURAL. DRAWINGS.

9. THIS SITE IS WITHIN THE BOUNDARIES OF OPERABLE UNIT 1 (OU1) AND IS WITHIN OR NEAR

KNOWN AREAS OF SOIL CONTAMINATION. IF EARTH IS DISTURBED IT SHOULD BE TREATED AS

CONTAMINATED. SEE DETAILS WITHIN THE CONTRACT DOCUMENTS FOR ADDITIONAL

INFORMATION.

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. SLAB ON GRADE REINFORCEMENT WILL BE POSITIONED AT MID-DEPTH.

10. 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.

THE FOLLOWING INSTRUCTIONS ARE MINIMUM REQUIREMENTS AND DO NOT SUPERCEDE ANY INSTRUCTIONS OR

REQUIREMENTS FROM THE CONTRACTOR'S SELECTED MANUFACTURER.

2. DUST WILL BE BLOWN FROM THE HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHOR SEATING DEPTH AND TO PROVIDE A CLEAN BONDING SURFACE. ADDITIONALLY, THE HOLE WILL BE BRUSHED WITH A

NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.

3. ADHESIVE WILL ONLY BE APPLIED TO DRY SURFACES.

4. BASE MATERIAL TEMPERATURE MUST BE 40°F OR ABOVE AT TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70°F-80°F.

5. WHEN INSTALLING EPOXY ANCHORS INTO MASONRY, ANCHORS WILL BE NSTALLED IN SOLID GROUTED

CELLS ONLY.

6. CHEMICAL ANCHOR SYSTEMS:

6.1. 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.

6.2. 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.

7. 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.

8. REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.

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

INSTALLATION.

10. SPECIAL INSPECTION REQUIREMENTS WILL BE DICTATED BY SECTION 4.0 OF THE ICC-ES EVALUATION SERVICES REPORT. ANY SPECIAL INSPECTION WILL VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACINGS, EDGE

DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE.

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

1. UNIFORM LIVE LOADS:

ROOF: 20 PSF

EQUIPMENT PADS: PER EQUIPMENT MANUFACTURER'S MINIMUM DEPTH

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)

SLAB ON GRADE

OTHER CONCRETE

MIN. f'c

4,000 psi 4,500 psi

1. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE AS SHOWN ON PLANS UNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT SPECIFICALLY INDICATED WILL BE REVIEWED BY THE

STRUCTURAL ENGINEER & CONTRACTING OFFICER PRIOR TO PLACING REINFORCING STEEL.

2. NON-SHRINK GROUT WILL BE FROM A PRODUCT THAT SPECIFIES A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. GROUTING OF BASE PLATES PRIOR TO PLUMBING OF COLUMN IS NOT

PERMITTED.

3. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., WILL BE FORMED WITH A 3/4" CHAMFER

OR TOOLED EDGE, UNLESS OTHERWISE NOTED.

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 WILL NOT REDUCE THE STRENGTH OF CONCRETE. FLY ASH (POZZOLAN) IF PERMITED BY SPECIFICATIONS WILL NOT EXCEED

25% FOR SLAB ON GRADE AND 25% FOR ALL OTHER CONCRETE.

4. THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD BATCH, WILL BE SUBMITTED TO THE ENGINEER OF RECORD & CONTRACTING OFFICER FOR REVIEW PRIOR TO ORDERING

CONCRETE.

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

6. ALL REINFORCING BARS AND INSERTS WILL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE.

7. NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE WILL BE GALVANIZED OR PAINTED. ALL

DAMAGED GALVANIZED AREAS WILL BE REPAIRED PRIOR TO EMBEDMENT.

8. CONCRETE WILL HAVE A MAXIMUM DRY DENSITY OF 150 pcf.

9. MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.

CONCRETE

1. UFC 3-310-01, STRUCTURAL ENGINEERING

DESIGN CRTIERIA:

DESIGN LOADS:

4. ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZING TEMPERATURES WHILE WET, WILL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.45 BY WEIGHT AND WILL CONTAIN ENTRAINED AIR PER ACI 613. SUCH CONCRETE WILL INCLUDE EXTERIOR SLABS, PERIMETER

FOUNDATIONS, EXTERIOR CURBS, ETC.

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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:

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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

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A. PAU

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J. PADRO

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PE-22035

AutoCAD SHX Text 7357362

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YA90005

AutoCAD SHX Text 94315

AutoCAD SHX Text 96916

SHAFT SHOP

SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB.

KEYNOTES

GENERAL NOTES

EXISTING

DEMOLITION/REMOVE

EDGE OF EXISTING CONCRETE PAD

EXISTING DOWELED CONSTRUCTION JOINT

LEGEND

STRUCTURAL FLOOR PLAN - DEMOLITION

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

B4224 WORK LOCATION

SCALE: NOT TO SCALE

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

10'

GRAPHIC SCALE

B4224 WORK LOCATION

SCALE: NOT TO SCALE

15'-8"

6'- 3"

6'-3"

B4224 WORK LOCATION

SCALE: NOT TO SCALE

SD101

- D

12908204

A. WILLIAMS

M. RICE

AS NOTED

8 7 6

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PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021.

WORK LOCATION

AT MINIMUM, DEMOLISH CONCRETE TO THIS EDGE

OF EXISTING CONCRETE PAD

T.O.C AT 0'-0"

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

2. REFER TO G-002 FOR ENVIRONMENTAL NOTES.

3. DATUM FFE AT 0'-0".

4. EXISTING SLAB REINFORCEMENT AND UNDER SLAB UTILITIES MUST BE

LOCATED PRIOR TO COMMENCING WORK.

5. TEMPORARILY SEAL EXISTING FLOOR DRAINS TO PREVENT CONCRETE

AND OTHER CONSTRUCTION DEBRIS FROM ENTERING DRAINS. SEAL

MUST REMAIN TILL WORK IS COMPLETE.

'-4

EX. FLOOR DRAIN

(TYP)

06 AUG 2024

FINAL

DIVISION APPROVED WHEN

SIGNED

AutoCAD SHX Text

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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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:

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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

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A. PAU

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J. PADRO

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PE-22035

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AutoCAD SHX Text

YA90005

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SHAFT SHOP

TYP. 4 SIDES

TYP. 3 SIDES

PROVIDE 10" THICKENED CONCRETE EQUIPMENT PAD. SEE SECTION

A1/S-501 FOR DETAILS.

PROVIDE DOWELED CONSTRUCTION JOINT. DOWELS SPACED AT 12" O.C.

MAXIMUM AND 8" MINIMUM CLEARANCE FROM EDGE OF SLAB.

OUTLINE OF BALANCE MACHINE EQUIPMENT (NIC) AND TYPICAL ANCHORS

(NIC).

PROVIDE ISOLATION JOINT ALONG WALL AND CONCRETE EQUIPMENT

PAD. SEE DETAIL C3/S-501.

KEYNOTES

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

2. REFER TO G-002 FOR ENVIRONMENTAL NOTES.

3. DATUM FFE AT 0'-0".

4. EXISTING SLAB REINFORCEMENT AND UNDER SLAB UTILITIES MUST BE

LOCATED PRIOR TO COMMENCING WORK.

5. TEMPORARILY SEAL EXISTING FLOOR DRAINS TO PREVENT CONCRETE

AND OTHER CONSTRUCTION DEBRIS FROM ENTERING DRAINS. SEAL

MUST REMAIN TILL WORK IS COMPLETE.

6. LOCATION OF EQUIPMENT PAD REINFORCEMENT MUST BE

COORDINATED WITH EQUIPMENT MANUFACTURER.

GENERAL NOTES

EXISTING

CONSTRUCTION

EDGE OF EXISTING CONCRETE PAD

EXISTING DOWELED CONSTRUCTION JOINT

LEGEND

STRUCTURAL FLOOR PLAN - CONSTRUCTION

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

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H -5

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06 AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021.

B4224 WORK LOCATION

SCALE: NOT TO SCALE

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

10'

GRAPHIC SCALE

B4224 WORK LOCATION

SCALE: NOT TO SCALE

B4224 WORK LOCATION

SCALE: NOT TO SCALE

S-101

- C

12908205

A. WILLIAMS

M. RICE

AS NOTED

A1 S-501

8 7 6

WORK LOCATION

15'-8"

6'- 3"

TYP.

'-4

6'-3"

EX. FLOOR DRAIN

(TYP)

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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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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

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A. PAU

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J. PADRO

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PE-22035

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YA90005

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FF EL

SEE PLAN

1 MIN.

NOTES:

1. HOLES DRILLED THROUGH EXISTING CONCRETE MUST BE APPROXIMATELY 1/8 INCH GREATER IN DIAMETER THAN THE DOWELS AND DOWELS SHOULD BE BONDED TO THE DRILLED HOLES WITH EPOXY

RESIN GROUT

2. ENSURE THAT DOWELS DO NOT EXTEND INTO THE MOUNTING AREA FOR THE NEW EQUIPMENT AS

SHOWN IN PLAN VIEW

3. SET OTHER SIDE OF DOWEL IN FRESH CONCRETE

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

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06 AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021.

A1 CONCRETE SECTION

1"=1'-0"

S-501

12908206

A. WILLIAMS

M. RICE

AS NOTED

T = CONCRETE THICKNESS

A3 DOWELED CONSTRUCTION JOINT DETAIL (TYP)

SCALE: NOT TO SCALE

DRILL AND EPOXY

GROUT DOWEL

PAINT AND OIL

END OF DOWEL

CONCRETE

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: SEE PLAN.

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

DOWELED CONSTRUCTION JOINT

SEE DETAIL A3 THIS SHEET

EXISTING CONCRETE

SLAB-ON-GRADE

CONCRETE EQUIPMENT PAD

WWF 6 X 6, W2.9/W2.9

COORDINATE REQUIRED DEPTH WITH

EQUIPMENT MANUFACTURER

15 MIL VAPOR BARRIER

CONTINUOUS UNDER CONCRETE EQUIPMENT PAD

COMPACTED AGGREGATE BASE COURSE

#57 GRANITE STONE

EXISTING SUBGRADE

COMPACT

2" MI

C3 ISOLATION JOINT DETAIL

SCALE: NOT TO SCALE

BOND BREAKER TAPE

OR BACKER ROD

EXISTING VERTICAL STRUCTURE

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

CONCRETE

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

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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

AutoCAD SHX Text

APPR

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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:

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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:

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

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A. PAU

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J. PADRO

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PE-22035

AutoCAD SHX Text 7357362

AutoCAD SHX Text

YA90005

AutoCAD SHX Text 94315

LEGEND & ABBREVIATIONS

ABOVE FINISHED FLOOR

COMPRESSED AIR

DOWN

POUNDS PER SQUARE INCH

TYPICAL

AFF

PSI

TYP.

P-001

S, LE

12908210

R. REES

R. VELAZQUEZ

J. PADRO

AS NOTED

PLUMBING NOTES

EXISTING PIPING AND EQUIPMENT SHOWN IS 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 EXISTING CONDITIONS PRIOR TO ORDERING

MATERIAL AND COMMENCING WORK.

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

COORDINATE LOCATION OF ALL EQUIPMENT, FIXTURES & PIPING WITH ALL OTHER TRADES.

CLEAN, PRIME, FINISH PAINT AND 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.

IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL FOR A COMPLETE FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE &/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE GOVERNMENT) SHALL

BE FURNISHED & INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK.

INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & ALL APPLICABLE LISTING

REQUIREMENTS.

EXISTING TO REMAIN

DEMOLISH / NEW

PIPE TURN DOWN (DN)

PIPE CAP

BALL VALVE

BALL VALVE IN VERTICAL

TEE-DN

PIPE CONTINUES

TIE-IN-POINT

DEMOLITION WORK LIMIT

QUICK CONNECT

FILTER/REGULATOR

PRESSURE GAGE

DETAIL

SHEET WHERE DETAIL IS SHOWN

C1 P-501

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FINAL

DIVISION APPROVED

WHEN SIGNED

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

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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

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

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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

J. PADRO

AutoCAD SHX Text

PE-22035

AutoCAD SHX Text 7357362

AutoCAD SHX Text

YA90005

AutoCAD SHX Text 94315

SCHENCK BALANCING

MACHINE

SHAFT SHOP

BENCH

30 X 120

BENCH

36 X 72

HK-40 HIGH SPEED

BALANCE MACHINE

3/4 " C

8' -0"

3/4" CA @ 9'-0" AFF

1/2 " C

8' -0"

1/2" CA @ 8'-0" AFF

DEMOLISH COMPRESSED AIR PIPING TO POINT INDICATED.

DEMOLISH BOOSTER PUMP AND ASSOCIATED PIPING.

KEYNOTES

APPLIES TO THIS SHEET ONLY

B4224 WORK LOCATION

SCALE: NOT TO SCALE

PD101

- D

12908211

R. REES

R. VELAZQUEZ

J. PADRO

AS NOTED

PLUMBING FLOOR PLAN - DEMOLITION

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

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

10'

GRAPHIC SCALE

WORK LOCATION

7 6

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FINAL

DIVISION APPROVED

WHEN SIGNED

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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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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

AutoCAD SHX Text

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:

AutoCAD SHX Text

CAGE CODE:

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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

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A. PAU

AutoCAD SHX Text

J. PADRO

AutoCAD SHX Text

PE-22035

AutoCAD SHX Text 7357362

AutoCAD SHX Text

YA90005

AutoCAD SHX Text 94315

SHAFT SHOP

C1 P-501

C3 P-501

A1 P-501

1/2" CA @ 8'-0" AFF

1/2 " C

8' -0"

1/2 " C

9' -0"

1/2 " C

9' -0"

1/2" CA @ 8'-0" AFF

1/2" CA @ 9'-0" AFF

A3 P-501

CONNECT NEW COMPRESSED AIR. MATCH EXISTING SUPPORT

STRUCTURE FOR NEW PIPING, SEE ELECTRICAL DRAWING E-502/A3.

CONNECT NEW COMPRESSED AIR FOR FUTURE EQUIPMENT. USE

ELECTRICAL SUPPORT STRUCTURE TO ATTACH NEW PIPING, SEE

ELECTRICAL DRAWING E-501/A3.

KEYNOTES

SCALE: NOT TO SCALE

P-101

- C

12908212

R. REES

R. VELAZQUEZ

PLUMBING FLOOR PLAN - CONSTRUCTION

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

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

10'

GRAPHIC SCALE

WORK LOCATION

7 6

E T

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A D

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06 AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

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SCALE:

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DES

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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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SHOP:

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CAGE CODE:

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FACILITIES INFRASTRUCTURE PLANNING & ENGINEERING BRANCH

AutoCAD SHX Text

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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J. PADRO

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PE-22035

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YA90005

AutoCAD SHX Text 94315

CA @ 9'-0" AFF

CA @ 4' AFF (TYP.)

CA @ 9'-0" AFF

1/2" CA @ 9'-0"AFF

1/2" CA @ 9'-0" AFF

PLUMBING ISOMETRIC

SCALE: NOT TO SCALEC1

P-501

L -

12908213

R. REES

R. VELAZQUEZ

J. PADRO

AS NOTED

PLUMBING ISOMETRIC

SCALE: NOT TO SCALEC3

PLUMBING ISOMETRIC

SCALE: NOT TO SCALEA1

1/ 2"

G W

/ V

1/2"Ø CAP

BALL VALVE (TYP.)

1/ 2"

A3 DETAIL - CA POINT OF USE STATION

SCALE: NOT TO SCALE

FILTER AND PRESSURE

REGULATOR. 0-125 PSIG

PRESSURE RANGE ADJUSTMENT,

5 MICRONS FILTER, 90 SCFM,

MANUAL DRAIN PLUG

PRESSURE INDICATOR, 125 PSI

MAX. OPERATING PRESSURE, 2"

Ø DIAL

℄ @ 36" AFF

℄ @ 60" AFF

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FINAL

DIVISION APPROVED

WHEN SIGNED

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DEPARTMENT OF THE NAVY

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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:

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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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J. PADRO

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PE-22035

AutoCAD SHX Text 7357362

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YA90005

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E T

R E

A D

S S

C E

R E

A S

D E

N L

A Y

O U

R N

E W

H -5

3K E

Q U

E N

06 AUG 2024

FINAL

DIVISION APPROVED

WHEN SIGNED

PLANNING DIVISION (JC21000), CHERRY POINT NC 28533-0021. E-001

, L

12908214

E. LOVE

J. PADRO

AS NOTED

ELECTRICAL DEMOLITION NOTES

GENERAL: DEMOLITION DRAWINGS ARE BASED ON EXISTING PLANS

AND FIELD INVESTIGATION PRIOR TO DEMOLITION.

CIRCUITING BEING REMOVED: EXISTING CIRCUITING BEING REMOVED

MUST BE REMOVED BACK TO THE LAST ACTIVE DEVICE OR PANEL.

WHEN REMOVING CIRCUITING TO THE PANEL, TURN OFF CIRCUIT

BREAKER AND LABEL CIRCUIT AS "SPARE"

CIRCUITING TO REMAIN: EXISTING CIRCUITING TO REMAIN MUST BE

REROUTED OR RECONNECTED, AS REQUIRED, WHERE AFFECTED BY

NEW WORK IN ORDER TO MAINTAIN CONTINUITY OF THE CIRCUIT.

REUSE OF EXISTING CIRCUITRY: EXISTING CIRCUITRY SERVING

LIGHTING FIXTURES AND/OR RECEPTACLES FOR A GIVEN AREA MUST

BE REUSED TO THE FULLEST EXTENT POSSIBLE TO SERVE THE NEW

LAYOUT. PROVIDE CIRCUIT MODIFICATIONS INDICATED OR AS

OTHERWISE REQUIRED TO MAINTAIN THE CONTINUITY OF EXISTING

CIRCUITS THAT REMAIN.

EXISTING CONDUIT: ALL EXISTING CONDUITS AND WIRING THAT WILL

NOT BE REUSED MUST BE REMOVED WHERE THEY WILL BE EXPOSED

UPON COMPLETION OF NEW WORK. EXISTING CONDUIT TO REMAIN

CONCEALED IN WALLS MUST BE ABANDONED. EXISTING CONDUIT TO

REMAIN BELOW FLOOR SLAB MUST BE CUT OFF ONE INCH BELOW

ROUGH FLOOR AND GROUTED FLUSH. ALL EXISTING WIRING IN

CONDUITS BEING ABANDONED MUST BE DISCONNECTED FROM

POWER SOURCE AND REMOVED.

REPAIR DAMAGE: EXERCISE CARE IN REMOVAL OF DEMOLITION ITEMS.

REPAIR, AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE

CAUSED TO EXISTING CONSTRUCTION AND/OR EQUIPMENT TO

REMAIN.

ASSOCIATED APPURTENANCES: REMOVE ALL ELECTRICAL

APPURTENANCES (DISCONNECTS, STARTERS, WIRING, CONDUIT, ETC.)

ASSOCIATED WITH EQUIPMENT BEING REMOVED BY OTHERS.

KNOCKOUT PLUGS AND COVERS: ALL CONDUIT REMOVED MUST BE

REMOVED IN ITS ENTIRETY, INCLUDING FITTINGS, MOUNTING DEVICES,

MOUNTING HARDWARE, ETC. PROVIDE CONDUIT PLUGS AND BLANKS

FOR ALL OPENINGS CREATED BY THE REMOVAL OF CONDUIT. PROVIDE

BLANK COVER PLATES FOR ALL OPENED OUTLET BOXES CREATED BY

THE REMOVAL OF EQUIPMENT AND/OR DEVICES

DEMOLISHED MATERIALS: ALL MATERIALS REMOVED UNDER

DEMOLITION, NOT BEING RELOCATED OR DESIGNATED BEING TURNED

OVER TO THE OWNER, MUST BECOME THE PROPERTY OF THE

CONTRACTOR AND MUST BE REMOVED COMPLETELY FROM THE SITE.

SCHEDULE OUTAGES: ALL WORK AND ALL POWER OUTAGES IN THE

EXISTING BUILDING MUST BE SCHEDULED 28 DAYS IN ADVANCE AT

TIMES COORDINATED WITH THE CONTRACTING OFFICER.

NOTIFICATION: NOTIFY THE CONTRACTING OFFICER PRIOR TO

TURNING OFF ANY CIRCUITS.

GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK

SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK BEING PROVIDED

UNDER THIS CONTRACT.

COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON

THE PROJECT. THE CONTRACTOR MUST REVIEW ALL CONTRACT

DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS. CONTRACTOR MUST COORDINATE

AND ADJUST ACCORDINGLY AS DIRECTED BY THE CONTRACTING

OFFICER.

AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL

DRAWINGS BEING KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN

RED AS THE PROJECT PROGRESSES IN ORDER TO KEEP AN

ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK SHOWN

ON THE DRAWINGS AND THE WORK WHICH IS ACTUALLY INSTALLED.

THESE MARKED DRAWINGS MUST REFLECT ANY AND ALL CHANGES

AND REVISIONS TO THE ORIGINAL DESIGN WHICH EXISTS IN THE

COMPLETED WORK. DELIVER THE MARKED DRAWINGS TO THE

ENGINEER AT PROJECT CLOSE-OUT.

TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE

CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION

RESISTANCE TESTS ON ALL WIRING #6 OR LARGER TO INSURE THAT

ALL PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS.

INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL

REQUIRED INSPECTION CERTIFICATES TO THE CONTRACTING

OFFICER.

GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC

FOR THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT

FRAMES CONDUITS, SWITCHES, CONTROLLERS, WIRE-WAYS, NEUTRAL

CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A GROUNDING

CONDUCTOR IN ALL POWER CONDUITS.

LABELS: PROVIDE LABELS FOR ALL BUSDUCT BREAKERS,

PANELBOARDS, CABINETS, SAFETY SWITCHES, MOTOR-DISCONNECT

SWITCHES, AND MOTOR CONTROLLERS. LABELS MUST BE MACHINE

ENGRAVED, LAMINATED PLASTIC, PERMANENTLY ATTACHED WITH

SELF-TAPPING SCREWS OR RIVETS. DO NOT USE SELF-ADHESIVE

LABELS. LABEL MUST INDICATE EQUIPMENT DESIGNATION AND

ASSOCIATED PANEL AND CIRCUIT THAT SERVES IT. REFER TO

LABELING DETAILS ON E-501.

COVERPLATE LABELING: LABEL ALL COVERPLATES PER DETAIL ON

SHEET E-501, IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF

CIRCUITS.

J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT

MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF

CIRCUITS WITHIN.

PANEL DIRECTORY: PROVIDE TYPEWRITTEN PANELBOARD

DIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOAD

INFORMATION AND ROOM NUMBER CLEARLY IDENTIFIED. USE ACTUAL

ROOM NUMBERS IN THE BUILDING, NOT THE ROOM NUMBERS SHOWN

ON THE CONTRACT DRAWINGS, AS THEY ARE OFTEN DIFFERENT.

CONDUCTORS AND MATCHING LUGS: IN SITUATIONS WHERE

CONDUCTOR SIZES AND/OR QUANTITIES OF PARALLEL SETS HAVE

BEEN INCREASED DUE TO VOLTAGE DROP OR FOR OTHER REASONS,

CONTRACTOR MUST PROVIDE THE APPROPRIATE LUG

SIZES/QUANTITIES WITHIN THE EQUIPMENT CONNECTED

(SWITCHBOARD, PANELBOARD, DISCONNECT SWITCH, TRANSFER

SWITCH ETC.) TO PERMIT SATISFACTORY CONNECTION OF THE

INDICATED CONDUCTORS. WHERE SUFFICIENT LUG SIZES AND/OR

QUANTITIES CANNOT BE PROVIDED TO ACCOMMODATE THE

CONDUCTORS INDICATED, THEN PROVIDE REDUCING ADAPTERS, PIN

TERMINALS, OR A JUNCTION BOX TO SPLICE LARGER CONDUCTORS

TO APPROPRIATELY SIZED SMALLER CONDUCTORS TO FIT INTO THE

LUGS PROVIDED. ALL CONDUCTORS MUST BE SIZED IN ACCORDANCE

WITH THE NEC.

MOTOR COORDINATION: MOTORS, MOTOR STARTERS, CONTROLLERS,

INTEGRAL DISCONNECT SWITCHES, AND CONTACTORS MUST BE

PROVIDED WITH THEIR RESPECTIVE PIECES OF EQUIPMENT BY THE

EQUIPMENT SUPPLIER. COMMUNICATE WITH THE TRADES PROVIDING

THE EQUIPMENT, VERIFYING ALL REQUIREMENTS, PROVIDE ALL

ELECTRICAL CONNECTIONS REQUIRED THEREIN, AND INSTALL MOTOR

STARTERS.

MOTOR DISCONNECTS: ALL MOTORS MUST HAVE DISCONNECTING

MEANS.

MOTOR FUSE PROTECTION: WHERE FUSE PROTECTION IS

SPECIFICALLY REQUIRED BY THE EQUIPMENT MANUFACTURER,

PROVIDE FUSED SWITCHES IN LIEU OF NON-FUSED SWITCHES OR IN

LIEU OF ENCLOSED CIRCUIT BREAKERS, OR OTHER DEVICES

INDICATED.

CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS

SHOWING WIRING DIAGRAMS, ROUGH-IN AND HOOK UP DETAILS FROM

OTHER INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE

CONNECTED ELECTRICALLY.

COORDINATION DETAILS: MECHANICAL EQUIPMENT WILL BE

FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. THE

LOCATIONS SHOWN ON THE ELECTRICAL DRAWINGS ARE

APPROXIMATE. COORDINATE WITH THE MECHANICAL CONTRACTOR TO

DETERMINE THE EXACT LOCATION OF EACH PIECE OF EQUIPMENT

AND DETERMINE THE EXACT ROUGH-IN AND CONNECTION

REQUIREMENTS.

WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF

ELECTRICAL EQUIPMENT WITH MECHANICAL DUCTWORK, PIPING ETC.

AND ASSURE WORKING CLEARANCE REQUIRED BY NEC WILL BE MET.

SUFFICIENT ACCESS AND WORKING SPACE MUST BE PROVIDED AND

MAINTAINED AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE

NATIONAL ELECTRICAL CODE. CONTRACTOR MUST COORDINATE FINAL

LOCATION OF EQUIPMENT PROVIDED AND INSTALLED BY OTHER

TRADES.

STARTER MOUNTING: WHERE AN INDIVIDUALLY MOUNTED SAFETY

SWITCH, STARTER OR CIRCUIT BREAKER IS SHOWN ADJACENT TO ITS

RESPECTIVE LOAD AND NOT MOUNTED ON A WALL, PROVIDE ALL

SUPPORTS, BRACKETS, ANCHORING, ETC. NECESSARY TO PROPERLY

SUPPORT THE DEVICE.

LIGHTING ARRANGEMENT: ARRANGE LIGHTING FIXTURES IN

ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING PLANS.

LIGHTING COORDINATION: COORDINATE LIGHTING FIXTURES WITH

GRILLES, DIFFUSERS, SPRINKLER HEADS, AND ACCESS PANELS, ETC.

PROVIDE FIXTURE MOUNTING BRACKETS, ACCESSORIES, PLASTER

FRAMES, ETC.. SUITABLE FOR THE CEILING TYPES INDICATED ON THE

ARCHITECTURAL PLANS.

MATERIAL COORDINATION: VERIFY CEILING AND WALL

CONSTRUCTION AND MATERIAL PRIOR TO ORDERING LIGHT FIXTURES

OR OTHER DEVICES TO INSURE PROPER FIXTURE OR DEVICE IS

FURNISHED TO MATCH CONSTRUCTION.

MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE

FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE UNLESS

OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING FIXTURES ARE

TO THE BOTTOM OF THE FIXTURE UNLESS OTHERWISE NOTED.

DEVICE LOCATIONS: COORDINATE LOCATIONS OF SWITCHES,

RECEPTACLES, AND TELE/DATA OUTLETS WITH OTHER WALL

MOUNTED DEVICES SUCH AS THERMOSTATS AND CONTROL STATIONS.

FIRE STOPPING: FOR ANY WALL OR FLOOR PENETRATIONS THROUGH

FIRE-RATED STRUCTURES PROVIDE FIRE-STOPPING TO SEAL ALL THE

PENETRATIONS AFTER THE CONDUIT HAS BEEN INSTALLED. FIRE

STOPPING FOR PENETRATIONS MUST BE UL APPROVED PER THE

PENETRATION MADE IN ORDER TO MAINTAIN FIRE-RATED INTEGRITY

OF THE STRUCTURE.

CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES,

LIGHTING FIXTURES AND LENSES, AND REMOVE ALL PAINT SPATTERS

FROM DEVICES, FIXTURES AND PLATES. REPLACE ALL INOPERATIVE

FIXTURES.

FIRE ALARM COORDINATION: THE ELECTRICAL CONTRACTOR MUST

COORDINATE WITH THE FIRE ALARM SYSTEM PROVIDER AND PROVIDE

POWER CONNECTIONS TO ALL COMPONENTS WHETHER SHOWN OR

NOT. MANUFACTURERS REQUIRE VARYING QUANTITIES OF POWER

CONNECTIONS FOR EQUIPMENT LIKE EXPANDER PANELS AND POWER

SUPPLIES. THESE DEVICES ARE DEPENDENT UPON THE SPECIFIC

MANUFACTURERS SYSTEM. THE FIRE ALARM SYSTEM SUPPLIER MUST

NOTIFY THE OTHER APPROPRIATE SUB-CONTRACTORS ABOUT THESE

REQUIREMENTS AND CONNECTION MUST BE PROVIDED AS PART OF

THE PROJECT.

ABBREVIATIONS

A AMPERE

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

BFC BELOW FINISHED CEILING

C CONDUIT

CKT CIRCUIT

CB CIRCUIT BREAKER

EBU EMERGENCY BATTERY UNIT

EF EXHAUST FAN

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EXIST EXISTING

FLA FULL LOAD AMPS

GFI GROUND FAULT INTERRUPTER

GND GROUND

HP HORSE POWER/HEAT PUMP

KAIC THOUSAND AMPERE

INTERRUPTING CAPACITY

KVA KILO-VOLT-AMPERES

KW KILO-WATTS

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MFR MANUFACTURER

MTD MOUNTED

NEC NATIONAL ELECTRICAL CODE

NF NON-FUSED

NIC NOT IN CONTRACT

NTS NOT TO SCALE

P POLE

PNL PANEL

PNLBD PANELBOARD

PH PHASE

RECEPT RECEPTACLE

REQ'D REQUIRED

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

W WATTS/WIRE

WP WEATHERPROOF

GENERAL ELECTRICAL NOTES

LIGHTING FIXTURE. SURFACE MOUNTED

LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS.

TOGGLE SWITCH, 20A, 120/277V, 46" AFF UON

JUNCTION BOX

MOTOR CONNECTION

ELECTRICAL PANELBOARD

ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO

PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A

MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT MUST…

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