Attachment 1 - DKGV 1137999 NRC B3370 Final Drawings.pdf

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DKGV 1137999

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DWO - REPAIR NAVAL RESERVE

BLDG. 3370

CONTRACT NO.: FA441822D007

TASK ORDER NO.: FA441824F0154

ISSUE DATE: OCTOBER 2025

VICINITY MAP

JOINT BASE CHARLESTON, SC

PROJECT NO.: DKGV 1137999

6302 FAIRVIEW ROAD #600

CHARLOTTE, NC 28210

E-MAIL: ZAPATA@ZAPATAINC.COM

PHONE: (704) 358-8240

FAX: (704) 358-8342

WEB SITE: WWW.ZAPATAINC.COM

TRUST INTEGRITY QUALITY

PROJECT SITE

KEY PLAN

INDEX OF DRAWINGS

SHEET # SHEET TITLE

G-001 COVER SHEET AND INDEX OF DRAWINGS

A-101 FIRST FLOOR PLAN - NEW WORK

A-102 ROOF PLAN - NEW WORK

AD101 DEMOLITION FIRST FLOOR PLAN

AD102 DEMOLITION ROOF PLAN

AD201 DEMOLITION ELEVATIONS

ARCHITECTURE

PLUMBING

MECHANICAL

ELECTRICAL

G-002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

A-201 ELEVATIONS - NEW WORK

FIRST FLOOR MECHANICAL DEMOLITION PLAN

FIRST FLOOR MECHANICAL PLAN

MD101

M-101

FIRST FLOOR PLUMBING DEMOLITION PLANPD101

ED102

EP101 FIRST FLOOR ELECTRICAL PLAN

105 N HIGHWAY 52, PO BOX 1837

MONCKS CORNER, SC 29461

E-MAIL: ADMIN@LBEENG.COM

PHONE: (843) 899-7520

FAX: (843) 970-2403

WEB SITE: HTTPS://LBEENG.COM

FIRST FLOOR PLUMBING PLANP-101

A-103 FIRST FLOOR REFLECTED CEILING PLAN - NEW WORK

PLUMBING GENERAL NOTESP-001

MECHANICAL GENERAL NOTESM-001

ROOF MECHANICAL DEMOLITION PLANMD102

ROOF ROOM MECHANICAL PLANM-102

MECHANICAL DETAILSM-501

MECHANICAL SCHEDULESM-601

ELECTRICAL GENERAL NOTESE-001

E-501 ELECTRICAL DETAILS

AD103 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

MI101 FIRST FLOOR MECHANICAL CONTROLS PLAN

MI801 RTU-1 CONTROLS AND OPERATION

MECHANICAL CONTROLS GENERAL SHEETMI001

MI802 RTU-2-8 CONTROLS AND OPERATION

EF CONTROLS AND OPERATIONMI803

ED101 FIRST FLOOR DEMOLITION PLAN

C-001 CIVIL NOTES & LEGEND

CIVIL

C-101 EXISTING CONDITIONS, SITE DEMOLITION & EROSION CONTROL PLAN4

C-102 SITE UTILITY PLAN5

C-501 CIVIL DETAILS6

EP102 ROOF ELECTRICAL PLAN

ROOF ELECTRICAL DEMOLITION PLAN

(E)MDP ELEVATION AND PANEL SCHEDULESE-60237

E-601 PARTIAL ONE-LINE DIAGRAM, MECHANICAL EQUIPMENT SCHEMATIC, AND ELECTRICAL SCHEDULES36

10/06/2025

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CHARLOTTE, NC

NORTH CAROLINA

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1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE

FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER

ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR

INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE

BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

6. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

8. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

9. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.

10. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.O.N.).

11. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

12. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

13. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES. ALL INTERIOR WALL AND CEILING FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING IN ACCORDANCE TO ASTM E 84. ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II (0.22 WATTS/CM SQ.) FOR MINIMUM CRITICAL RADIANT FLUX IN ACCORDANCE WITH NFPA 253.

14. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

15. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL

BE APPLIED TO RELATED DRAWINGS AND DETAILS.

16. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

17. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.

18. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE

MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

19. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE ROOF STRUCTURE UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON

THE DRAWINGS.

20. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK

IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

21. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE OWNER

PRIOR TO START OF SUCH WORK.

22. ALL SIGNAGE TO BE APPROVED BY THE OWNER PRIOR TO ORDERING MATERIALS.

23. STORED MATERIALS SHALL BE KEPT DRY AND KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE COR.

24. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO

CONSTRUCTION.

25. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.

26. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT,WHERE APPLICABLE ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE SOUTH CAROLINA

DEPARTMENT OF TRANSPORTATION AND JOINT BASE CHARLESTON SPECIFICATIONS.

27. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH JOINT BASE CHARLESTON, STATE, AND LOCAL ORDINANCES AND REGULATIONS. CONSTRUCTION SHALL

ALSO COMPLY WITH UFC CRITERIA AS REQUIRED.

28. COORDINATE WITH THE COR REGARDING EXISTING UTILITIES ON-SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH THE COR REGARDING INTERRUPTIONS OF UTILITY SERVICE AND SCHEDULED SERVICE OUTAGES TO COMPLETE THE REQUIRED WORK.

29. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. DISPOSE OF HAZARDOUS WASTES IN A MANNER

CONSISTENT WITH APPLICABLE REQUIREMENTS.

30. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO CONSTRUCTION.

31. CONTRACTOR SHALL REFER TO MEMORANDUM GOVERNING THE DEPARTMENT WIDE TURNING OF HYDROFLUOROCARBONS (HFCS) IN THE DEFENSE LOGISTIC AGENCY DEPARTMENT OF DEFENSE HFC REPOSITORY WHEN REMOVING MECHANICAL ROOFTOP UNITS AND TURN OVER ALL MECHANICAL UNIT

REFRIGERANTS RECOVERED FROM THE RTUS TO THE GOVERNMENT.

32. HVAC EQUIPMENT/REFRIGERANT REMOVAL: ALL HFCS IDENTIFIED FOR COLLECTION, REGARDLESS OF ORIGIN, MUST NOT BE TRANSFERRED FROM DOD OWNERSHIP WITHOUT FIRST BEING OFFERED TO DEFENSE LOGISTICS AGENCY (DLA.) REPOSITORY HFCS MUST NOT BE SOLD, INCLUDED IN A

CONTRACT FOR DISPOSAL, OR OTHERWISE RELINQUISHED BY THE DOD COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM DLA. CONTRACTOR MUST FOLLOW THE POLICY GOVERNING THE DEPARTMENT-WIDE TURN-IN OF HYDROFLUOROCARBONS (HFCS) TO THE (DLA) DEPARTMENT OF DEFENSE (DOD) HFC

REPOSITORY TO BE MANAGED IN ACCORDANCE WITH DOD MANUAL 4160.21, VOLUME 1, "DEFENSE MATERIAL DISPOSITION: DISPOSAL GUIDANCE AND PROCEDURES" AND THE REPOSITORY SUPPORTS REQUIREMENTS FOR MISSION CRITICAL MILITARY END USES (MCMEU) AND ALLOCATION MANAGEMENT OF

HFCS.

33. CONTRACTOR MUST ENSURE THAT A STRUCTURAL ENGINEER VERIFIES THE INTEGRITY OF THE ROOF FOLLOWING THE REPLACEMENT OF THE ROOF-TOP UNITS (RTUS) IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) AND ASCE 7 STANDARDS. THE OBJECTIVE IS TO PROPERLY DOCUMENT THAT THE ROOF CAN SAFELY SUPPORT THE REPLACEMENT OF THE RTU UNITS IN KIND. CONTRACTOR MUST ENSURE THAT THE ROOF CURBS THAT ARE TO BE REUSED ARE STRUCTURALLY SOUND TO SUPPORT THE NEW CURB ADAPTERS AND NEW RTUS FOR THE NEW MECHANICAL WORK.

34. CONTRACTOR MUST CONFIRM ALL ROOF CONNECTIONS AT THE ROOF CURBS ARE WATER TIGHT. CONTRACTOR SHALL PERFORM A WATER LEAK TEST TO NEW ROOF CURB CAPS AND ALL EXISTING ROOF CURBS TO PREVENT ANY WATER FROM LEAKING INTO THE BUILDING BELOW. THE MAIN SCOPE OF WORK IS TO PREVENT ROOF LEAKING AND MOISTURE CONTROL THROUGHOUT THE BUILDING TO PREVENT MOLD WITHIN THE BUILDING SPACE. CONTRACTOR TO PROVIDE ALL ADDITIONAL REPAIRS TO ROOF AND ROOF CURBS AS NEEDED TO ENSURE NO LEAKING FROM THE ROOF TO THE BUILDING BELOW.

35. THE MAIN SCOPE OF WORK IS TO PREVENT ROOF LEAKING AND MOISTURE CONTROL THROUGHOUT THE BUILDING TO PREVENT MOLD WITHIN THE BUILDING SPACE. CONTRACTOR MUST ENSURE ALL ROOF WORK WILL BE CHECKED TO BE WATER TIGHT AND PROVIDE AN ADDITIONAL ROOF REPAIRS TO THE ROOF AS NEEDED TO PROVIDE A WATER TIGHT FINISHED ROOF AFTER MECHANICAL UNITS ARE INSTALLED ON ROOF CURBS.

GENERAL NOTES STANDARD ABBREVIATIONS

A

A.C. AIR CONDITIONED

A.D. AREA DRAIN

A.F.F. ABOVE FINISH FLOOR

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

AMP.,A AMPERES

A.O. ACCESS OPENING

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

ACT ACOUSTICAL CEILING TILE

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMO UNIT/HR.

CAB. CABINET

CAP. CAPACITY

C/B CIRCUIT BREAKER

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CK'D CHECKERED

CKT. CIRCUIT

C.L. CENTER LINE

CEIL.,CLG. CEILING

CLOS. CLOSET

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

COND.

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT'R. CONTRACTOR

CONTR. JT. CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF. CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DWG. (S) DRAWING (S)

DSB DOUBLE STRENGTH "B" GLASS

EA. EACH

E.C. EMPTY CONDUIT

E.F. EXHAUST FAN

EL., ELEV. ELEVATION

ELEC. ELECTRIC

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

F.A. FIRE ALARM

F.C. FLEXIBLE CONNECTION

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

FT. FOOT - FEET

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GL. GLASS

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR. GRILLE

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

H. HIGH

H.B. HOSE BIBB

H.C. HOLLOW CORE

HT. HEIGHT

H.M. HOLLOW METAL

H.P. HORSE POWER

HR. HOUR

HTG. HEATING

HTR. HEATER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

L.P. LIGHTING PANEL

LTG. LIGHTING

LAV. LAVATORY

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG. MOUNTING

M.V. MECHANICAL VENTILATION

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.A. OUTDOOR AIR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

P. PAPER

PART'N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

QTR. QUARTER

QUAN. QUANTITY

R. RISER

R.A. RETURN AIR

RAD. RADIUS

RD. ROUND

REC'D. RECESSED

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REG. REGISTER

REINF. REINFORCING

REQ'D. REQUIRED

RET. RETURN

R.G. RETURN GRILLE

RM. ROOM

S. SUPPLY

S.A. SUPPLY AIR

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

T., TOIL. TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THK. THICKNESS

THD. THRESHOLD

TYP. TYPICAL

T.T.D. TOILET TISSUE DISPENSER

T.O.S. TOP OF STEEL

T & G TONGUE & GROOVE

TR. TREAD

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U.O.N. UNLESS OTHERWISE NOTED

V. VOLT

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATION

VERT. VERTICAL

VTR. VENT THRU ROOF

W

W. WATT

W/ WITH

WD. WOOD

W.G. WATER GAGE

WP. WEATHERPROOF

WTR. WATER

W.W.F. WELDED WIRE FABRIC

W.C. WATER CLOSET

W.H. WATER HEATER

U

V

A.C.M. ASBESTOS CONTAINING MATERIAL

R.P.M. REVOLUTIONS / MINUTE

R.O. ROUGH OPENING

FR. FRAME

CONDENSATE

FEXT FIRE EXTINGUISHER

STANDARD SYMBOLS

BASIC DESIGN DATA

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

CONCRETE

SAND

GROUT

EARTH (COMPACTED)

EARTH (UNDISTURBED)

GRAVEL

CONCRETE / ASPHALT (NEW)

CMU (SECTION)

BRICK (SECTION)

CMU (PLAN)

STEEL

RIGID INSULATION

BATT INSULATION

BLOCKING

CMU (ELEVATION)

BRICK (ELEVATION)

GRATING

BOG. BOTTOM OF GRADE

G.F.G.I. GOVERNMENT FURNISHED

G.F.C.I. GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

SPF SPRAY POLYURETHANE FOAM

GOVERNING CODES ARE INTERNATIONAL BUILDING CODE 2024 EDITION, NFPA 101 2025, AND UFC 3-101-01. ALL DESIGNS PERFORMED AND WORK EXECUTED SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED VERSIONS OF THE ABA, IBC, UFC, JOINT BASE CHARLESTON DESIGN GUIDELINES & NFPA.

PROJECT SUMMARY

THE GENERAL INTENT OF THIS PROJECT IS TO PROVIDE DESIGN SERVICES, FURNISH ALL MATERIALS REQUIRED FOR DELIVERY TO JOINT BASE CHARLESTON COMPLETE CONSTRUCTION DOCUMENTS NECESSARY FOR THE ACCOMPLISHMENT OF THE PROJECT, AND REPLACING/MODIFYING INEFFICIENT HVAC EQUIPMENT SUCH AS EXHAUST AND VENTILATION SYSTEMS, PROVIDE DESIGN SERVICES TO REPAIR A SECTION OF THE DETERIORATED SANITARY SEWER LINE FROM THE INTERIOR PIPING TO THE EXTERIOR CONNECTION OUTSIDE OF THE BUILDING AND PROVIDE A NEW SEWER EJECTOR PIT. REMOVE EXISTING TRANSFORMER AND CONCRETE PAD AND PROVIDE A NEW

TRANSFORMER AND CONCRETE PAD AT GRADE.

THE FACILITY IS APPROXIMATELY 20,000 (SF) AND HAS EXPANDED SINCE THE ORIGINAL CONSTRUCTION AND ALL ORIGINAL HVAC EQUIPMENT HAS BEEN REPLACED. THE FACILITY HAS A MOLD GROWTH ISSUE THAT NEEDS TO BE ADDRESSED BY REPLACING THE HVAC SYSTEM. THE MOLD HAS CURRENTLY BEEN RE-MEDIATED BY THE NAVAL RESERVE PERSONNEL, AND NO MOLD WAS PRESENT IN THE BUILDING AT THE TIME OF THE BUILDING SURVEY. APPROXIMATELY 10 CEILING TILES SHOW WATER DAMAGE AND FREQUENTLY REPLACED BY THE NRC PERSONNEL. THE REGULAR OCCUPANCY OF THE BUILDING IS APPROXIMATELY 25 PEOPLE FROM MONDAY TO FRIDAY, AND 250 DURING

DRILL WEEKENDS.

THE PROJECT INCLUDES WORK IN THE FOLLOWING AREAS, BUT NOT ALL:

· B30 ROOFING - PROVIDE WATERPROOF CURB CAPS AT ROOF OPENINGS FOR RTU'S THAT ARE TO BE DEMOLISHED.

· C30 INTERIOR FINISHES - CEILINGS, FLOORING AS PER SEWER PIPE REPAIR AND WATER DAMAGED CEILING TILES.

· D20 PLUMBING - INTERIOR/EXTERIOR SANITARY SEWER LINE REPAIR.

· D30 HVAC - HEAT AND COOLING GENERATING SYSTEMS SHALL BE DESIGNED TO SERVE A FACILITY THAT HAS VARYING OCCUPANCY LEVELS ON A WEEKLY BASIS, PROVIDE

HVAC EMERGENCY STOP ACTIVATION SWITCHES FOR ALL AHU EQUIPMENT IN ACCORDANCE WITH UFC, VENTILATION AND EXHAUST SYSTEMS SHALL BE DESIGNED TO ACCOMMODATE THE VARYING OCCUPANCY LEVELS OCCURRING IN THIS FACILITY, AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED FOR SINGLE OR MULTIPLE AIR HANDLING SYSTEMS TO ACCOMMODATE THE VARYING OCCUPANCY LEVELS OCCURRING IN THIS FACILITY, AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED FOR SINGLE OR MULTIPLE AIR HANDLING SYSTEMS TO ACCOMMODATE THE VARYING OCCUPANCY LEVELS OCCURRING IN THIS FACILITY, HUMIDITY CONTROL TO MITIGATE EXCESSIVE HUMIDITY AND

MOLD GROWTH.

· PROVIDE NEW SEWER EJECTOR PIT AND SEWER PIPING.

· PROVIDE NEW TRANSFORMER AND CONCRETE PAD.

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GENERAL NOTES

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS,

LOCAL REQUIREMENTS AND GOVERNMENT REQUIREMENTS.

2. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH

IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) AND SHALL BE

STABILIZED WITH PERMANENT SEEDING UNLESS OTHERWISE NOTED.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO

THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SOON AS

PRACTICABLE.

4. IN THE EVENT THAT SUSPECTED CONTAMINATED SOILS ARE ENCOUNTERED

DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,

OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE

VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE

MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE

APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

5. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE

SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE

ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS,

ORDINANCES, AND STATUTES.

6. ALL PAVEMENT, DITCHES, CURB AND GUTTER, UTILITIES, DRIVEWAYS,

SIDEWALKS, SIGNS, FENCES, ETC. DISTURBED DURING CONSTRUCTION SHALL BE

REPAIRED AND/OR RESTORED TO THE SATISFACTION OF THE GOVERNMENT.

7. EXCESS EXCAVATION MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE BY

THE CONTRACTOR OR IN ON SITE AREAS APPROVED BY THE GOVERNMENT. NO

SPOILS SHALL BE STORED ON SITE BEYOND SUBSTANTIAL COMPLETION.

8. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY, INCLUDING, BUT

NOT LIMITED TO, UTILITY TRENCHING.

9. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF

DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.

10. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR

RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER,

TELEPHONE, WATER, SEWER, ETC.

11. EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE

CONTRACTOR SHALL BE IN ACCORDANCE WITH ALL FEDERAL AND STATE AIR

EMISSION AND PERFORMANCE LAWS AND STANDARDS.

12. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION

PER WORK AREA SOUTH CAROLINA WORK ZONE TRAFFIC CONTROL GUIDELINES.

13. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN

WRITING BY THE CONTRACTING OFFICER. THE SPECIFIC TIME, LOCATION AND

MANNER OF BURNING SHALL BE SUBJECT TO APPROVAL.

14. TEMPORARY CHAIN LINK FENCING SHALL BE PROVIDED AROUND THE PERIMETER

OF THE PROJECT LIMITS UNTIL THE PERMANENT FENCE HAS BEEN

CONSTRUCTED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE

SAFETY AND PREVENTING UNALLOWED PEDESTRIAN ENTRANCE AS THE SITE(S)

ARE IN CLOSE PROXIMITY TO NEARBY NEIGHBORHOODS.

15. SOLID WASTES (EXCLUDING CLEARING DEBRIS) SHALL BE PLACED IN

CONTAINERS WHICH ARE EMPTIED ON A REGULAR SCHEDULE. HANDLING,

STORAGE, AND DISPOSAL SHALL BE CONDUCTED TO PREVENT CONTAMINATION.

SEGREGATION MEASURES SHALL BE EMPLOYED SO THAT NO HAZARDOUS OR

TOXIC WASTE WILL BECOME CO-MINGLED WITH SOLID WASTE. THE

CONTRACTOR SHALL TRANSPORT SOLID WASTE OFF GOVERNMENT PROPERTY

AND DISPOSE OF IT IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL

REQUIREMENTS FOR SOLID WASTE DISPOSAL. A SUBTITLE D RCRA PERMITTED

LANDFILL SHALL BE THE MINIMUM ACCEPTABLE OFF-SITE SOLID WASTE DISPOSAL

OPTION. THE CONTRACTOR SHALL VERIFY THAT THE SELECTED TRANSPORTERS

AND DISPOSAL FACILITIES HAVE THE NECESSARY PERMITS AND LICENSES TO

OPERATE. THE CONTRACTOR SHALL COMPLY WITH FEDERAL, STATE AND LOCAL

LAWS AND REGULATIONS PERTAINING TO THE USE OF LANDFILL AREAS.

16. THE CONTRACTOR SHALL MONITOR CONSTRUCTION ACTIVITIES TO PREVENT

POLLUTION OF SURFACE AND GROUND WATERS AND SHALL COMPLY WITH THE

CLEAN WATER ACT SECTION 404 REGULATIONS.

17. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.

18. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH

SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.

LAYOUT AND MATERIALS NOTES

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL,

AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. SEE SITE DRAWINGS FOR LAYOUT OF SITE FEATURES INCLUDING SIDEWALKS,

BOLLARDS, ETC.

3. PROPOSED SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC

REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL

DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL

REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE,

SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR

LAYOUT OF THE PROJECT FEATURES.

EXISTING CONDITIONS NOTES

1. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL

ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY EMC ENGINEERING

SERVICES, INC.: 4424 COLUMBIA ROAD, SUITE B, MARTINEZ, GA 30907.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN

ARE BASED ON FIELD OBSERVATION DESIGNATIONS AND INFORMATION OF

RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT

WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE

SHOWN ON THIS PLAN.

3. ELEVATIONS HEREON ARE IN FEET: 100.00'

4. HORIZONTAL CONTROL: THE HORIZONTAL CONTROL POSITIONS FOR THIS

PROJECT ARE DETERMINED BY GPS OBSERVATIONS UTILIZING A CHAMPION PRO

GPS RECEIVER ON THE SC REALTIME VRS NETWORK.

5. VERTICAL CONTROL: THE ELEVATIONS ARE BASED UPON UPON NAVD88. THE

INTERNATIONAL FOOT IS THE MEASUREMENT DEPICTED. LEVEL CONTROL LOOP

MEETS OR EXCEEDS THIRD ORDER VERTICAL ACCURACY.

6. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS

OF ABOVE GROUND FEATURES ESTABLISHED TO S.U.E. QUALITY LEVEL C

STANDARDS. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND

STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON,

EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION INDICATED, IF MARKED BY OTHERS. NO EXCAVATIONS WERE MADE

DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.

UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE

BASED ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS,

AND BASE UTILITY PLANS.

7. LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY

CONTACTING THE SC ONE CALL CENTER AT 888-721-7877 OR THE BASE UTILITY

LOCATOR SERVICE.

8. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:

A. 100-YEAR FLOOD LIMITS; B. UNDERGROUND STORAGE FACILITIES; C. GRAVES,

CEMETERIES, OR BURIAL GROUNDS; D. HAZARDOUS WASTE; E. WETLAND AREAS.

9. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF ANY EXIST, WAS NOT

PERFORMED AS APART OF THIS SURVEY.

10. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN

U.S. INTERNATIONAL SURVEY FOOT.

11. DATE OF FIELD SURVEY: 03 JUNE 2025.

12. 1 FOOT CONTOUR INTERVAL

UTILITIES GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH THE JOINT BASE

CHARLESTON UTILITY DEPARTMENT.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN

APPROXIMATE REPRESENTATION ONLY. THE UTILITY INFORMATION SHOWN

DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER

DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE

POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT

SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT

LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO

EXISTING UTILITIES, AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES

WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING

ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED

WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE

WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND

SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IMMEDIATELY BY THE

CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE

CONTRACTING OFFICER FOR THE RESOLUTION OF THE CONFLICT.

CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK

RELEASES GOVERNMENT FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS

WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

4. SET INVERTS OF SEWERS AND LIDS IN ACCORDANCE WITH ELEVATIONS SHOWN

ON THE PLANS. PIPE LENGTHS AND SLOPES ARE SHOWN FOR INFORMATIONAL

PURPOSES ONLY. PIPE LENGTHS ARE MEASURED FROM CENTER OF UPSTREAM

STRUCTURE TO CENTER OF DOWNSTREAM STRUCTURE.

5. RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, AND OTHER

SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF

PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE

REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE GOVERNMENT.

6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON

THE PLAN:

6.1. SEE UNDERGROUND UTILITY MATERIAL SPECIFICATION OR FOLLOWING

UTILITY SECTION DETAIL NOTES.

7. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL

FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED

SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS,

LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH

CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY

COMPANY AND AS INDICATED ON THE DRAWINGS.

8. DURING CONSTRUCTION, THE CONTRACTOR SHALL CLOSE ALL PIPE ENDS WHEN

LEFT UNATTENDED.

9. THE CONTRACTOR SHALL PROVIDE BARRICADE(S) FOR ALL EXCAVATIONS AND AN

ALTERNATE GRAVEL PATH, IF PEDESTRIAN TRAFFIC IS AFFECTED.

DEMOLITION NOTES

1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

2. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FORM

LOCAL AND STATE AUTHORITIES TO COMPLETE THE WORK.

3. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE

SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL

HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL,

ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR

POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE

FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH

ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL, AND CONTRACTOR

SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE

IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO

ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY

CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY,

REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS

MATERIALS.

4. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK

ALONG ALL ROADS WITH THE JOINT BASE CHARLESTON CONTRACTING OFFICER

REPRESENTATIVE(COR).

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FEATURES TO

REMAIN, INCLUDING TREES, ROADS, UTILITIES, PAVING AND SIMILAR ITEMS NOT IN

THE CONTRACT WORK LIMITS, WHICH, IF DAMAGED BY THE CONTRACTOR, SHALL

BE REPLACED IN KIND AT NO COST TO THE GOVERNMENT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DEMOLITION, INCLUDING

REMOVAL AND DEMOLITION OF EXISTING PAVEMENT AND UTILITIES. THERE IS NO

KNOWN REGULATED HAZARDOUS MATERIAL REMOVAL REQUIRED FOR THIS SITE.

UTILITY LINES ENCOUNTERED THAT ARE NOT INDICATED IN THE INSTALLATION

UTILITY MAPS SHALL BE REPORTED TO THE CONTRACTING OFFICER PRIOR TO

FURTHER WORK IN THE AREA.

EROSION CONTROL NOTES

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY

LAND DISTURBING ACTIVITIES OR REMOVALS.

2. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

3. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO

CONSTRUCTION.

4. DEMOLITION TO BE COORDINATED WITH EROSION CONTROL PLANS.

5. STOCKPILE AREA TO BE CLEARED WHEN STOCKPILE AREA IS NO LONGER

REQUIRED.

6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE

CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO

PREVENT DAMAGE TO ADJACENT AREAS AS A RESULT OF INCREASED RUNOFF

AND/OR SEDIMENT DISPLACEMENT.

7. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH SOUTH CAROLINA DEPARTMENT OF ENVIRONMENTAL

SERVICES (SCDES) STANDARDS AND SPECIFICATIONS.

TEMPORARY BYPASS PUMPING SYSTEM NOTES:

1. THE DESIGN, INSTALLATION, AND OPERATION OF THE TEMPORARY BYPASS

PUMPING SYSTEM SHALL BE SOLELY THE CONTRACTOR’S RESPONSIBILITY. THE

BYPASS SYSTEM SHALL MEET THE REQUIREMENTS OF ALL CODES AND

REGULATORY AGENCIES HAVING JURISDICTION.

2. SCHEDULE AND PERFORM WORK IN MANNER THAT DOES NOT CAUSE OR

CONTRIBUTE TO INCIDENCE OF OVERFLOWS, RELEASES OR SPILLS OF SEWAGE

FROM SANITARY SEWER SYSTEM OR BYPASS OPERATION.

3. IT IS ESSENTIAL TO THE OPERATION OF THE EXISTING SEWERAGE SYSTEM THAT

THERE IS NO INTERRUPTION IN THE FLOW OF SEWAGE THROUGHOUT THE

DURATION OF THE PROJECT.

4. DURING ALL BYPASS PUMPING OPERATION, THE CONTRACTOR SHALL PROTECT

THE PUMPING STATION, MAIN AND ALL LOCAL SEWER LINES FROM DAMAGE

INFLICTED BY ANY EQUIPMENT.

5. MAINTAIN ADEQUATE HOISTING EQUIPMENT AND ACCESSORIES ON SITE FOR

EACH PUMP.

6. INSTALLATION AND REMOVAL PROCEDURE:

6.1. TRANSPORT, DELIVER, HANDLE, AND STORE PIPE, FITTINGS, PUMPS,

ANCILLARY EQUIPMENT AND MATERIALS TO PREVENT DAMAGE AND

FOLLOWING MANUFACTURER’S RECOMMENDATIONS. KEEP AND MAINTAIN

SPARE PARTS FOR PUMPS AND PIPING ON SITE, AS REQUIRED.

6.2. INSPECT ALL MATERIAL AND EQUIPMENT FOR PROPER OPERATION BEFORE

INITIATING WORK.

6.2.1. WHEN ENGINEER DEEMS REPAIRABLE: REPAIR AS RECOMMENDED BY

MANUFACTURER.

6.2.2. WHEN ENGINEER DEEMS NOT REPAIRABLE: REPLACE AS DIRECTED BY

ENGINEER BEFORE INITIATING WORK.

6.3. PERFORM LEAKAGE AND PRESSURE TESTS ON DISCHARGE PIPING USING

CLEAN WATER, BEFORE OPERATION. NOTIFY ENGINEER 24 HOURS PRIOR TO

TESTING. MAINTAIN AND INSPECT TEMPORARY PUMPING SYSTEM EVERY

TWO HOURS. RESPONSIBLE OPERATOR: ON SITE WHEN PUMPS ARE

OPERATING.

6.4. WHEN WORKING INSIDE A MANHOLE OR FORCE MAIN, THE CONTRACTOR

SHALL EXERCISE CAUTION AND COMPLY WITH OSHA AND APPLICABLE JB CHS

CONFINED SPACE REQUIREMENTS FOR WORKING IN THE PRESENCE OF

SEWER GASES, COMBUSTIBLE OXYGEN-DEFICIENT ATMOSPHERES, AND

CONFINED SPACES.

6.5. DURING BYPASS PUMPING OPERATION, PROTECT SEWER LINES FROM

DAMAGE INFLICTED BY EQUIPMENT.

6.6. UPON COMPLETION OF BYPASS PUMPING OPERATIONS, AND AFTER THE

RECEIPT OF WRITTEN PERMISSION FROM CONTRACT MANAGER, REMOVE

PIPING, RESTORE PROPERTY TO PRECONSTRUCTION CONDITION AND

RESTORE PAVEMENT.

TEMPORARY BYPASS MATERIALS AND EQUIPMENT INFORMATION:

1. BYPASS PUMP EQUIPMENT SHALL CONFORM TO THE FOLLOWING:

1.1. PUMPS SHALL BE FULLY AUTOMATIC SELF-PRIMING UNITS THAT DO NOT

REQUIRE THE USE OF FOOT-VALVES OR VACUUM PUMPS IN PRIMING

SYSTEM.

1.2. CONSTRUCTED TO ALLOW DRY RUNNING FOR LONG PERIODS OF TIME TO

ACCOMMODATE CYCLICAL NATURE OF EFFLUENT FLOWS.

2. AT MINIMUM EACH SITE PUMP SHALL MEET THE SAME FLOW AND TDH OF THE

PERMANENT PUMPS

2.1. PUMPS SHALL BE QUIET FLOW OR PROVIDED WITH SOUND ATTENUATION

ENCLOSURE.

2.2. BYPASS PUMPING SYSTEM MAY BE REQUIRED TO BE OPERATED 24 HOURS A

DAY. CONTRACTOR SHALL PROVIDE ALL NECESSARY MONITORING DEVICES

TO NOTIFY THE CONTRACTOR OF ANY PUMP FAILURE. ALL UNMANNED

BYPASS PUMPING OPERATIONS SHALL BE FITTED WITH AN AUTO-DIALER

FEATURE TO MONITOR THE OPERATION OF THE PUMP AND NOTIFY THE

CONTRACTOR IN THE EVENT OF A PUMP FAILURE OR OVERFLOW SITUATION.

PROPOSED STANDARD SYMBOLS

LIMITS OF DISTURBANCE

LIMITS OF CONSTRUCTION

SILT FENCE

UTILITY DEMOLITION

DEMOLITION AREA

LOCLOCLOC

LOD LOD LOD

SF SF

EXISTING STANDARD SYMBOLS

FIRE HYDRANT

SIGN - SINGLE POLE

LIGHT POLE

GRATE INLET

WATER VALVE

STORM MANHOLE

ELECTRIC TRANSFORMER

STMH

CONCRETE SURFACE

ASPHALT SURFACE

SIGN - DOUBLE POLE

INVERT ELEVATION

WATER MAIN LINE

UNDERGROUND POWER

OVERHEAD POWER

ELECTRIC METER

GRAVEL SURFACE

BOLLARD

ELECTRIC BOX

STORM SEWER CLEANOUT

IRRIGATION CONTROL VALVE

FIBER OPTIC MARKER

UNDERGROUND TV

UNDERGROUND OPTIC

HOSE BIB

UNDERGROUND GAS LINE

EXISTING WALL

HOODBACK INLET

3 PHASE POWER

RIPRAP

SANITARY SEWER MANHOLE

SANITARY SEWER LINE

SANITARY SEWER CLEANOUT

RD

ROOF DRAIN

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10'' SANITARY SEWER LINE

ABANDONED PER RFI 07

EXISTING BUILDING TO

NOT BE IMPACTED BY

DEMOLITION

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NOT BE IMPACTED BY

DEMOLITION

EXISTING CONNEX TRAILER TO

NOT BE IMPACTED BY

DEMOLITION

EXISTING LIGHTPOLE TO

NOT BE IMPACTED BY

DEMOLITION

EXISTING FENCE TO

NOT BE IMPACTED BY

DEMOLITION

EXISTING LIFT STATION

CONTROL PANEL

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LIMITS OF DISTURBANCE

0.14 ACRES

LIMITS OF CONSTRUCTION

DEMOLITION AND EROSION CONTROL NOTES

KEYED NOTES

SCALE: 1'' = 10'1 EXISTING CONDITIONS, SITE DEMOLITION, & EROSION CONTROL PLAN

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1. REMOVE EXISTING CONCRETE COVER WITH HATCH TO BE

REUSED AT COMPLETION OF INTERNAL CHANGES.

2. DEMOLISH AND REMOVE THE TWO EXISTING PUMPS AND

INTERNAL PIPING.

3. CONNECT PUMP CONTROLS, CONTROL BOX AND WIRING

AS REQUIRED FOR NEW PUMPS.

4. INSTALL 185 LF OF SILT FENCE. SEE DETAIL 1 ON SHEET

C-501.

5. REMOVE APPX 5 LF SECTION OF 2'' STEEL FORCE MAIN

THAT WAS NOT IN USE DUE TO TEMPORARY BYPASS.

NORTH

GRAPHIC SCALE(S)

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

2. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS

FROM THE INSTALLATION OF UTILITIES SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER.

3. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION

VERIFICATION PRIOR TO CONSTRUCTION.

4. DEMOLITION TO BE COORDINATED WITH EROSION CONTROL PLANS.

5. STOCKPILE AREA TO BE CLEARED WHEN STOCKPILE AREA IS NO

LONGER REQUIRED.

6. CONTRACTOR MUST DISCONNECT POWER AT THE SOURCE TO ALL

ELECTRICAL CONROLS AND PANELS PRIOR TO REMOVAL OF PUMPS.

7. CONTRACTOR STAGING AREA TO INCLUDE ALL TRAILERS, STORAGE,

PARKING, ETC. NEEDED BY CONTRACTOR WITHIN CONSTRUCTION

LIMITS AND/OR CONTRACTOR TO COORDINATE ADDITIONAL

STAGING LOCATION WITH CONTRACTING OFFICER.

8. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS

INCLUDING UTILITIES PRIOR TO BEGINNING CONSTRUCTION

ACTIVITIES.

9. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY THE UTILITIES DEPARTMENT TO COORDINATE

CONSTRUCTION AND SCHEDULING ACTIVITIES. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER. THE CONTRACTOR

SHALL MAKE SURE THAT THE SEWER SYSTEM REMAINS IN SERVICE

AT ALL TIMES. REFER TO THE TEMPORARY BYPASS PUMPING

SYSTEM NOTES ON SHEET C-001.

10.CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES

DEEMED TO REMAIN TO THE GREATEST EXTENT POSSIBLE. ANY

SITE FEATURES SHALL BE REPLACED IN KIND.

11. ALL DISTURBED AREAS SHALL BE SEEDED.

12.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER

CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENTATION CONTROL DEVICES AND RELATED

ITEMS IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ALL NECESSARY EROSION AND SEDIMENTATION

CONTROL PERMITS.

13.SHOULD MEASURES UTILIZED FOR THIS PROJECT PROVE

INCAPABLE OF ADEQUATELY REMOVING SEDIMENT FROM ON-SITE

FLOWS PRIOR TO DISCHARGE OR OF STABILIZING THE SURFACES

INCLUDING, ADDITIONAL MEASURES SHALL BE IMMEDIATELY

IMPLEMENTED BY THE CONTRACTOR TO ELIMINATE ALL SUCH

PROBLEMS.

14.IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO

REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO

ADJACENT AREAS AS A RESULT OF INCREASED RUNOFF AND/OR

SEDIMENT DISPLACEMENT.

15. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH SOUTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL SERVICES (SCDES) STANDARDS AND

SPECIFICATIONS.

16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

NECESSARY PERMITS (EROSION CONTROL, ETC.) APPLICABLE TO

THIS PROJECT.

17.CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH JB CHS

UTILITY DEPARTMENT.

18.CONTRACTOR TO FIELD VERIFY THE DEPTH AND TYPE OF UTILITIES

PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO

FIELD VERIFY PAVEMENT MARKING LOCATIONS PRIOR TO REMOVAL.

19.REFER TO ARCHITECTURE & ELECTRICAL SHEETS FOR

INFORMATION REGARDING TRANSFORMER REPLACEMENT.

0 30'5' 10' 20' 1" = 10'

GENERAL SURVEY NOTES

1. A GEOMAX ZOOM95 SERIES ROBOTIC TOTAL STATION AND

A EGPS 20TL GPS BASE AND ROVER MULTI-FREQUENCY

RECEIVERS WERE USED TO PERFORM THE SURVEY

DEPICTED HEREON.

2. THE BASIS OF BEARINGS FOR THIS SURVEY IS GEORGIA

EAST ZONE STATE PLANE COORDINATE SYSTEM,

(NAD83/2011), HORIZONTAL CONTROL MEETS OR EXCEEDS

THIRD ORDER CLASS II ACCURACY. DETERMINED BY GPS

OBSERVATIONS UTILIZING AN EGPS 20TL GPS BASE AND

ROVER ON THE EGPS SOLUTIONS, LLC VRS NETWORK.

VERTICAL DATUM IS BASED ON NAVD88. THE US SURVEY

FOOT IS THE MEASUREMENT DEPICTED.

SUBSURFACE UTILITY LOCATING:

PATRIOT SCANNING

324 S WILMINGTON ST. #204, RALEIGH, NC 2760

FLOODPLAIN INFORMATION:

THE PROPERTY SHOWN HEREON IS LOCATED ON MAP

NUMBER NO.45015C0315K, OF THE FEMA FLOOD

INSURANCE RATE MAP COVERING CITY OF NORTH

CHARLESTON REVISED JANUARY 29, 2021 AND IS SHOWN

TO BE IN FLOOD ZONE X, WHICH IS NOT A SPECIAL FLOOD

HAZARD AREA.

10/06/2025

AutoCAD SHX Text LIFT STATION TOP: 13.23 IE: 9.38 4" PVC (IN)(S) IE: 9.23 10" VCP (IN)(NE) IE: 8.43 6" VCP (IN)(N) IE: 7.13 4" VCP (IN)(NE) IE: 12.23 2" STEEL FORCE MAIN IE: 2.51 BOTTOM BOX

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STOCKPILE AREA

10'' SANITARY SEWER LINE

ABANDONED PER RFI 07

EXISTING BUILDING TO

NOT BE IMPACTED BY

DEMOLITION

EXISTING BUILDING TO

NOT BE IMPACTED BY

DEMOLITION

EXISTING CONNEX TRAILER TO

NOT BE IMPACTED BY

DEMOLITION

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NOT BE IMPACTED BY

DEMOLITION

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NOT BE IMPACTED BY

DEMOLITION

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GENERAL NOTES

KEYED NOTES

SCALE: 1'' = 10'1 SITE UTILITY PLAN

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1. INSTALL NEW DUPLEX GRINDER PUMPS, PUMP RAIL SYSTEM,

AND PANEL TO CONNECT TO EXISTING. SEE DETAIL ON C-501.

2. INSTALL 5 LF OF 2'' PVC FORCE MAIN UTILIZING EXISTING

WETWELL OPENING. CONNECT TO EXISTING LINE WITH PVC

ADAPTER TO STEEL OR OTHER PIPE MATERIAL AS FIELD

VERIFIED.

3. INSTALL ALUMINUM MANHOLE MECHANICAL PLUG ON

OPENING OF THE ABANDONED 10'' LINE. THE PLUG MUST BE

INSTALLED TO ENSURE THAT IT MUST NOT FALL INTO THE

WETWELL.

NORTH

GRAPHIC SCALE(S)

1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH SCDHEC DESIGN STANDARDS, DETAILS AND

SPECIFICATIONS.

2. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND

APPROVAL OF AN AMENDED PLAN PRIOR TO CONSTRUCTION.

3. THE PROPOSED DUPLEX GRINDER PUMP SYSTEM SHALL BE WITHIN

THE EXISTING 48'' DIAMETER AND 10' DEEP WETWELL. THE PACKAGE

SHALL CONSIST OF A CUSTOM PUMP SYSTEM MODEL SULTZER ABS

PIRANHA PE SERIES PIR-PE28_2CFM-208V/60 WITH 3 PHASE 208V

MOTOR OR AN APPROVED EQUIVALENT. SEE THE PUMP SYSTEM

DETAIL ON C-501.

4. INSTALLATION GUIDANCE AT NO TIME IS INTENDED TO OVERRIDE

MANUFACTURER'S INSTALLATION GUIDELINES.

5. CONTROL PANEL SHALL BE PER MANUFACTURER'S INSTRUCTION.

REFER TO ELECTRICAL DRAWINGS FOR FURTHER POWER

INFORMATION.

6. ALL EXISTING SITE FEATURES NOT SHOWN TO BE DEMOLISHED AND

UTILITIES WITHIN OR NEARBY THE PROJECT AREA SHALL BE

PROTECTED.

7. REFER TO ARCHITECTURE & ELECTRICAL SHEETS FOR

INFORMATION REGARDING TRANSFORMER REPLACEMENT.

0 30'5' 10' 20' 1" = 10'

10/06/2025

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SCALE: NTS1 SILT FENCE DETAIL

SCALE: NTS4 PERMANENT SEEDING - COASTAL

SCALE: NTS3 TEMPORARY SEEDING - COASTAL

SCALE: NTS2 WET WELL PUMP REPLACEMENT

1. LOWER PUMP ATTACHMENT FIXTURE MUST BE STAINLESS STEEL ALONG

WITH THE RAIL SYSTEM, LIFTING CHAINS AND PIPE AND CONDUIT SUPPORT

BRACKETS.

2. PROVIDE A WATERPROOF JUNCTION BOX BELOW THE COVER WITH

OPENINGS FOR ENTRANCE POWER AND CONTROL WIRING.

3. ALL WIRING AND ELECTRICAL COMPONENTS MUST BE COMPATIBLE WITH

POTENTIAL FLOODED CONDITIONS.

4. SUPPLY EACH PUMP WITH A “BREAKAWAY” MEANS TO REMOVE AND

INSTALL THE PUMP IN FLOODED CONDITIONS.

5. ISOLATION VALVES WITHIN THE BASIN SHALL BE PLACED ON THE

HORIZONTAL PIPING SECTION TO ALLOW FOR SURFACE ACCESS. INTERIOR

WETWELL PIPING SHALL BE TYPE 316L STAINLESS STEEL. ALL FLOATS

SHALL ALSO BE ACCESSIBLE FROM THE SURFACE. ISOLATION AND CHECK

VALVES SHALL BE UNION STYLE TYPE 316L STAINLESS STEEL.

DETAIL NOTESNOTE:

DUPLEX GRINDER PUMPS SHALL BE PIR-PE28_2CFM-208V/60 OR APPROVED EQUIVALENT.

PUMP DESIGN DATA:

PUMP SELECTED TO MATCH THE EXISTING PUMP BASED ON CORRESPONDENCE FROM 628TH CES

GROUP WFSM/UTILITIES FOREMAN.

MOTOR HORSE POWER: 3 HP

MOTOR VOLTAGE/PHASE/HZ: 208V/3 PH /60 HZ

ACTUAL FLOW RATE: N/A

TOTAL DYNAMIC HEAD: N/A

INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER PUMP SPECIFICATIONS. CONTACT

MANUFACTURER FOR FURTHER PUMP INFORMATION.

TOP (INTERNAL) VIEWPROFILE

TYPE 316L STAINLESS STEEL

STAINLESS STEEL

STAINLESS STEEL DISCHARGE 10/06/2025

±129'-10"

UP

±10'-0" ±5'-0"

±42'-6"

±1

'-6

±6 8'

-0

TRANSFORMER

LOADING DOCK STOR. CAGE

OFFICE

OFFICE

SUPPLY ARMORY

OFFICE

OFFICE

ASSEMBLY HALL

CORRIDOR

CLASSROOM

VEST.

OFFICER'S LAT.

CORRIDOR

SHOWER

SHOWER

E.M LAT

CLASSROOM

CORRIDOR

FIRE ESCAPE

OFFICE

TOILET

OFFICE

CORRIDOR

CORRIDOR

LOCKER

ENTRANCE

LOCKERS

TOILETS

CLOSET

STORAGE

LAB

TOILETS

DAY ROOM

TRASH AREA

OFFICE

STOR.

KITCHEN

JANITOR

CORRIDOR

WOMEN

VAULT

VAULT

CORRIDOR

LAB

CLASSROOM

CLASSROOM

116A

COMPUTER LAB

LOCKER

ENTRANCE

CONFERENCE

OFFICE

ENTRY

GENERAL NOTES

KEYED NOTES

SAWCUT EXISTING CONCRETE SLAB TO DEMOLISH EXISTING

SANITARY PIPE. CONTRACTOR TO VERIFY EXACT LOCATION IN

FIELD. SEE PLUMBING AND CIVIL DRAWINGS FOR MORE

INFORMATION.

TRANSFORMER TO BE REMOVED AND RETURNED TO THE

GOVERNMENT. CONCRETE PAD TO BE DEMOLISHED. REFER TO

SHEET C-501 FOR GRASS SEEDING INFORMATION SHOULD ANY

AREA BE DISTURBED OUTSIDE OF THE TRANSFORMER PAD. SEE

ELECTRICAL SHEETS FOR TRANSFORMER DEMOLITION

INFORMATION.

SCALE

SCALE: 1/8" = 1'-0"1 DEMOLITION FIRST FLOOR PLAN

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GRAPHIC SCALE

1/8" = 1'-0"

8'4'0 16'

LEGEND

NAME

ROOM NAME

ROOM NUMBER

NAME

KEY NOTE#

ITEM TO BE DEMOLISHED

PLAN

NORTH

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING

CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING DEMOLITION

AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE OF

ANY DISCREPANCIES.

2. THE DEMOLITION PLANS AND THE DEMOLITION NOTES ARE

INTENDED TO GUIDE THE CONTRACTOR, BUT NOT ALL INCLUSIVE.

PERFORM ALL DEMOLITION WORK REQUIRED TO ACCOMMODATE

NEW CONSTRUCTION WORK INDICATED IN THESE DOCUMENTS.

3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

SHEETS FOR DEMOLITION REQUIREMENTS WITHIN THOSE

DISCIPLINES.

2HR FIRE RATED WALLS

TRUE

NORTH

10/06/2025

52842

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ARCHITECTURAL CORPO

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CHARLOTTE, NC

NORTH CAROLINA

FONG

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NORTH

CAR

A, INC

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