CCC McGee PS Drawings.pdf

PDF 1 MB Posted Nov 25, 2025

Attached to: McGee Building Lift Station
Solicitation number: 84-11262025-01
Issued by: Chatham County, North Carolina

About this file

Written by GovTribe AI · Dec 1, 2025

This is an engineering drawing set for the McGee Building Pump Station Relocation project at Carteret Community College in Morehead City, North Carolina. The project involves relocating the existing sanitary sewer lift station from inside the McGee building's mechanical room to an external location while maintaining building operations throughout construction. The design includes two 2-horsepower grinder pumps rated at 40 gallons per minute with 14 feet of total dynamic head, operating at 460 volts, three-phase power. The new packaged pump station will feature a fiberglass basin with concrete anti-flotation pad, stainless steel lifting cables, check valves, and a float tree assembly. The construction sequence requires three distinct phases: installation of the new pump station with gravity and force main piping, a shutdown period for system testing and tie-in procedures, and demolition of the existing wet well with site restoration.

The project requires abandonment of the existing force main piping and wet well in place, with concrete slab patching and replacement of disturbed sidewalks and grass areas. Construction documents, prepared by Stroud Engineering, P.A. under professional engineer L. Michael Stroud (License No. PE021990L), include comprehensive demolition and plumbing plans with electrical provisions for pump control panels, disconnect switches, and cellular dialers. Testing protocols mandate draw-down tests for each pump, documentation of operational modes, voltage and current measurements, and confirmation that both pumps perform as designed before final tie-in and placement of the new station into service. The project includes allowances for identification and relocation of unidentified utilities discovered during excavation. Electrical one-line diagrams indicate utility service at 480Y/277 volts, 3-phase, 4-wire configuration with existing panel connections supporting the new pump station installation.

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Other files

File	Type	Posted
McGee Lift Station RFP_.pdf	PDF	Nov 25, 2025
CCC_McGee_PS_Technical_Specs.pdf	PDF	Nov 25, 2025

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EX. DUKE

ENERGY

TRANSFORMER

EX. SHED

INV. PIPE INVERT

SANITARY WASTE PIPE

LEGEND

SANITARY WASTE FORCE MAIN PIPE

OWNER:

PHONE:

ADDRESS:

SCALE:

DATE:

SHEET OFLICENSE NO.C-0647

DRAWN:

DESIGNED:

APPROVED:

STROUD ENGINEERING, P.A.

GRAPHIC SCALE:

DRAWING NO.:

PROJECT NO.:

BY NO. DATE DESCRIPTION

R E V I S I O N S

BEFORE YOU DIG!

NC ONE CALL

(TOLL FREE)

(OR 1-800-632-4949)

IT'S THE LAW!

422 HIGHWAY 24

MOREHEAD CITY, NC 28557

(252) 247-7479

CARTERET COMMUNITY COLLEGE

MCGEE BUILDING

PUMP STATION RELOCATION

PM3191~003

DEMOLITION PLAN

MOREHEAD CITY CARTERET COUNTY NORTH CAROLINA

CARTERET COMMUNITY COLLEGE

3505 ARENDELL STREET

MOREHEAD CITY, NC 28557

LMS

11/21/2025

AS NOTED

P1 2L. MICHAEL STROUD, PE

1/4"=1'-0"

4 2 4 8

RTH CAROLINA

PROFESSIONAL

ENGINEER

#PE021990L . M ICH A EL ST ROUD

SCALE: 1/4"=1'-0"P1

1 PUMP STATION DEMOLITION PLAN

SCALE: 3/4"=1'-0"P1

2 EXISTING PUMP STATION ABANDONMENT DETAIL

DEMOLITION GENERAL NOTES:

A. REMOVE PUMP, FLOATS, RAILING, & ALL OTHER

APPURTENANCES FROM WET WELL. PUMPS & FLOATS TO

REMAIN WITH OWNER.

DEMOLITION PLAN NOTES:

1. EXISTING GRADE BEAMS. APPROXIMATELY 24" DEEP

(TYP.).

2. CUT & REMOVE PORTION OF EXISTING EQUIPMENT PAD

AND CONCRETE SLAB AS SHOWN.

3. CUT & REMOVE CONCRETE SLAB AS NECESSARY FOR

INSTALLATION OF WASTE LINE.

4. REMOVE EXISTING FORCE MAIN PIPING TO EXTENTS OF

EXCAVATION.

5. SECTION OF EXISTING FORCE MAIN PIPING TO BE

ABANDONED IN PLACE. CAP AT EACH END.

6. SANITARY WASTE PUMP STATION WELL FILLED AS

SHOWN IN DETAIL 2 ON SHEET P1 & ABANDONED IN

PLACE.

7. EX. MECHANICAL PUMP PAD TO REMAIN.

8. AREA CONTAINING EX. UNDERGROUND ELECTRICAL,

FIBER OPTIC, & HYDRONIC PIPING. DO NOT DIG IN THIS

AREA.

9. EX. MECHANICAL PAD TO REMAIN FOR FUTURE USE.

10. EX. ELECTRICAL SWITCHBOARD TO REMAIN.

11. EX. AIR HANDLER TO REMAIN.

12. EX. AUTOMATIC TRANSFER SWITCH TO REMAIN.

13. EX. PANELBOARDS TO REMAIN.

14. EX. WATER HEATERS TO REMAIN.

15. UNIDENTIFIED UTILITY (POSSIBLY ABANDONED IN

PLACE). HAND DIG TO UNCOVER & IDENTIFY.

COORDINATE WITH OWNER WHETHER TO REMOVE OR

RELOCATE AS NEEDED. PROVIDE ALLOWANCE FOR THIS

WORK.

CONSTRUCTION SEQUENCE:

STEP 1

A. INSTALL NEW PUMP STATION INCLUDING PACKAGED PUMP

STATION & ELECTRICAL

B. INSTALL GRAVITY LINE FROM NEW PUMP STATION TO

WITHIN APPROXIMATELY THREE FEET OF TIE-IN POINT IN

MECHANICAL ROOM.

C. INSTALL FORCE MAIN PIPE TO NEAR TIE-IN POINT.

STEP 2 (SHUTDOWN)

D. TIE-IN FORCE MAIN TO EXISTING FORCE MAIN AT TIE-IN

POINT.

E. SHUT OFF PUMP VALVES IN EXISTING PUMP STATION.

F. TEST NEW PUMP STATION WITH CLEAN WATER.

F.A. TEST BOTH PUMPS IN ALL OPERATIONAL MODES.

F.B. PERFORM DRAW DOWN TEST FOR EACH PUMP TO

CONFIRM PUMPS ARE PERFORMING AS DESIGNED.

F.C. DOCUMENT THE FOLLOWING RESULTS.

F.C.A. DATA OFF OF PUMPS AND CONTROL PANEL

INSTALLED.

F.C.B. CONFIRMATION OF OPERATION OF ALL MODES

F.C.C. DRAW-DOWN TEST RESULTS.

F.C.D. VOLTAGE.

F.C.E. CURRENT DRAW.

G. ONCE TESTS PASS, MAKE FINAL TIE-IN OF GRAVITY LINE TO

LINE COMING FROM BUILDING AND PLACE NEW PUMP

STATION INTO SERVICE.

STEP 3

H. REMOVE EQUIPMENT FROM EXISTING PUMP STATION &

ABANDON WET WELL AS SHOWN ON DETAIL 2 OF THIS

SHEET.

I. BACKFILL & REPLACE ALL CONCRETE INCLUDING

MECHANICAL ROOM AND SIDEWALKS.

J. FINE GRADE & RESEED GRASS AREAS DISTURBED BY WORK

Docusign Envelope ID: 33F63D20-E5E5-4034-A675-C264F25E5FBA

11/21/2025

AutoCAD SHX Text PROPOSED 4" CONCRETE SLAB, 3,000 PSI FIBER REINFORCED, THICKNESS TO MATCH EXISTING

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SAND FILL, COMPACT TO 97% MAXIMUM DENSITY

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EXISTING CONCRETE SLAB

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EXISTING CONCRETE SLAB

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EXISTING CONCRETE

AutoCAD SHX Text WHERE CONCRETE TO BE POURED, REMOVE THAT PORTION OF BASIN, CLEAN EXISTING CONCRETE, & PAINT WITH EPOXY BONDING COMPOUND. TYP. PERIMETER OF WET WELL.

AutoCAD SHX Text

NO. 4 REBAR DOWELS, 4 SPACED 90 DEGREES APART

AutoCAD SHX Text 3"W

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EX. DUKE

ENERGY

TRANSFORMER

EX. SHED

FIBERGLASS AFD

Z-RAIL BASE ELBOW

CHECK VALVE

GUIDE RAILS

DISCHARGE PIPING

BALL VALVE

INFLUENT INV. = 8.90'

8" 302 STAINLESS STEEL

LIFTING CABLE

FLOAT TREE ASSEMBLY

FLEX BOOT FITTING

PIPE SEAL (FIELD

INSTALLED)

2HP GRINDER PUMPS

40 GPM AT 14 FT TDH,

460VAC, 3-PHASE (QTY. OF 2)

12" OF #57 STONE

5'X5'X6" CONCRETE

(ANTI-FLOTATION)

NEW PUMP STATION PLUMBING PLAN NOTES:

1. EXISTING GRADE BEAMS. APPROXIMATELY 24" DEEP

(TYP.).

2. NEW PACKAGED GRINDER PUMP STATION. SEE SHEET P3

FOR DETAILS.

3. CONNECT TO EXISTING BUILDING SANITARY WASTE

DRAIN.

4. CONNECT TO EX. 4" FORCE MAIN.

5. AREA CONTAINING EX. UNDERGROUND ELECTRICAL,

FIBER OPTIC, & HYDRONIC PIPING. DO NOT DIG IN THIS

AREA.

6. BACKFILL & REPLACE CONCRETE SLAB THAT WAS

REMOVED, SEE DETAIL 2 ON THIS SHEET.

7. BACKFILL & REPLACE SIDEWALK THAT WAS REMOVED.

8. PROPOSED DISCONNECT SWITCH. SEE ELECTRICAL PLAN

& SPECIFICATIONS.

9. PROPOSED PUMP CONTROL PANEL, SEE ELECTRICAL PLAN

& SPECIFICATIONS.

10. PROPOSED CELLULAR DIALER, SEE ELECTRICAL PLAN &

SPECIFICATIONS.

OWNER:

PHONE:

ADDRESS:

SCALE:

DATE:

SHEET OFLICENSE NO.C-0647

DRAWN:

DESIGNED:

APPROVED:

STROUD ENGINEERING, P.A.

GRAPHIC SCALE:

DRAWING NO.:

PROJECT NO.:

BY NO. DATE DESCRIPTION

R E V I S I O N S

BEFORE YOU DIG!

NC ONE CALL

(TOLL FREE)

(OR 1-800-632-4949)

IT'S THE LAW!

422 HIGHWAY 24

MOREHEAD CITY, NC 28557

(252) 247-7479

CARTERET COMMUNITY COLLEGE

MCGEE BUILDING

PUMP STATION RELOCATION

PM3191~003

PUMP STATION PLUMBING PLAN

MOREHEAD CITY CARTERET COUNTY NORTH CAROLINA

CARTERET COMMUNITY COLLEGE

3505 ARENDELL STREET

MOREHEAD CITY, NC 28557

LMS

11/21/2025

AS NOTED

P2 2L. MICHAEL STROUD, PE

1/4"=1'-0"

4 2 4 8

RTH CAROLINA

PROFESSIONAL

ENGINEER

#PE021990L . M ICH A EL ST ROUD

SCALE: 1/4"=1'-0"P2

1 NEW PUMP STATION PLUMBING PLAN

SCALE: NONEP2

2 MECHANICAL ROOM CONCRETE PATCH DETAIL

SCALE: 3/4"=1'-0"P2

2 DUPLEX PUMP STATION DETAIL

SCALE: NONEP2

3 CLEANOUT DETAIL

Docusign Envelope ID: 33F63D20-E5E5-4034-A675-C264F25E5FBA

11/21/2025

AutoCAD SHX Text

EXISTING CONCRETE SLAB

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NO. 4 REBAR DOWELS @ 24" O.C.

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CLEAN EXISTING CONCRETE AND PAINT WITH EPOXY BONDING COMPOUND

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VAPOR BARRIER

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EXISTING CONCRETE SLAB

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FINISH TO MATCH EXISTING

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PROPOSED CONCRETE SLAB, 3,000 PSI FIBER REINFORCED, THICKNESS TO MATCH EXISTING

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6" MIN.

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6" MIN.

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36" MIN.

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HIGH LEVEL ALARM / LAG PUMP ON ELEV.: 8.60'

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LEAD PUMP ON ELEV.: 7.80'

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PUMP OFF ELEV.: 6.55'

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BOTTOM ELEV.: 4.80'

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4" SCH. 80 PVC

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GRAVITY WASTE FROM MCGEE BLDG.

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6" PVC-DWV

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GROUND ELEV.: 14.80'

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FORCE MAIN

AutoCAD SHX Text 6"

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6" THICK X 24" SQUARE CONCRETE PAD

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CLEANOUT PLUG

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GRADE OR PAVING

AutoCAD SHX Text LONG SWEEP 1/4 BEND OR COMBINATION "Y" & 1/8 BEND (USE REDUCING TYPE WHERE REQUIRED)

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BUILDING DRAIN OR SEWER SEE PLAN FOR SIZE SEE SPECS FOR MATERIAL

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DIRECTION OF FLOW

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EXTENSION - SAME SIZE AS SEWER UP TO 4"

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FINISHED FLOOR

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ADJUSTABLE CLEANOUT W/ NICKEL-BRONZE RING & COVER (MATCH FLOOR LEVEL)

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INTERIOR

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EXTERIOR

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EX. FF EL. = 15.97'

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EX. 5"W

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INV. = 8.90'

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EX. INV. = 9.70' +/-

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EXISTING DATA

EX. DUKE ENERGY

TRANSFORMER

EX. SHED

CONTROL

PANEL

2"C FOR POWER AND CONTROLS TO WET WELL

MOUNT ON UNISTRUT

3" GALVANIZED POST IN 12" DIAMETER

CONCRETE (COAT POST IN CONTACT WITH

CONCRETE WITH BITUMINOUS COATING)

1"C FOR POWER FROM MECH. ROOM 1"C FOR POWER FROM MECH. ROOM

PCP

DISC.

CELLU-

LAR

DIALER

OWNER:

PHONE:

ADDRESS:

SCALE:

DATE:

SHEET OFLICENSE NO.C-0647

DRAWN:

DESIGNED:

APPROVED:

STROUD ENGINEERING, P.A.

GRAPHIC SCALE:

DRAWING NO.:

PROJECT NO.:

BY NO. DATE DESCRIPTION

R E V I S I O N S

BEFORE YOU DIG!

NC ONE CALL

(TOLL FREE)

(OR 1-800-632-4949)

IT'S THE LAW!

422 HIGHWAY 24

MOREHEAD CITY, NC 28557

(252) 247-7479

CARTERET COMMUNITY COLLEGE

MCGEE BUILDING

PUMP STATION RELOCATION

PM3191~002

PUMP STATION ELECTRICAL PLAN

MOREHEAD CITY CARTERET COUNTY NORTH CAROLINA

CARTERET COMMUNITY COLLEGE

3505 ARENDELL STREET

MOREHEAD CITY, NC 28557

WGB

LMS

11/21/2025

AS NOTED

E1 1WILLIAM G. BRAXTON, P.E.

1/8"=1'-0"

8 4 8 16

ELECTRICAL ABBREVIATIONS:

AF AMP FUSE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR-HANDLER UNIT

AIC AMPERE INTERRUPTING CAPACITY

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

CU CONDENSING UNIT

DISC DISCONNECT

E.C. ELECTRICAL CONTRACTOR

ECB ENCLOSED CIRCUIT BREAKER

EHH ELECTRIC HAND HOLE

EMT ELECTRICAL METALLIC TUBING

G GROUND

GFCI GROUND FAULT CURRENT INTERRUPT

GRC GALVANIZED RIGID CONDUIT

HP HORSEPOWER

HVAC HEATING, VENTILATION, AIR CONDITIONING

IG ISOLATED GROUND

KVA KILOVOLT AMPERE

KW KILOWATT

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MIN MINIMUM

MLO MAIN LUG ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MSB MAIN SWITCHBOARD

N NEUTRAL

NEC NATIONAL ELECTRIC CODE (NFPA 70)

NFPA NATIONAL FIRE PROTECTION AGENCY

NIC NOT IN CONTRACT

NL NIGHTLIGHT

Ø PHASE

P POLE

PB PULL BOX

PVC POLYVINYL CHLORIDE

RCPT RECEPTACLE

SCCR SHORT CIRCUIT CURRENT RATING

SPEC SPECIFICATIONS

SQ SQUARE

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLTS

VIF VERIFY IN FIELD

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

SCALE: 1/8"=1'-0"E1

1 ELECTRICAL DEMOLITION PLAN

SCALE: 1/8"=1'-0"E1

2 PUMP STATION ELECTRICAL PLAN

ELECTRICAL DEMOLITION PLAN NOTES:

1. LOCATION OF EXISTING WET WELL. EXISTING PUMPS TO

REMAIN OPERATIONAL DURING THE ENTIRETY OF

CONSTRUCTION UNTIL COMPLETION OF PROJECT, IN

WHICH EXISTING WET WELL AND PUMPS WILL REMAIN

ABANDONED.

SCALE: NONEE1

4 ELECTRICAL ONE-LINE DIAGRAM

SCALE: NONEE1

3 CONTROL PANEL MOUNTING DETAIL

ELECTRICAL ONE-LINE PLAN NOTES:

A. PROVIDE DUCT SEAL FOR ALL CONDUITS ENTERING

PANEL.

B. ALL CONDUITS ROUTED TO WET WELL SHALL SLOPE

TOWARD WET WELL.

Docusign Envelope ID: 33F63D20-E5E5-4034-A675-C264F25E5FBA

11/21/2025

AutoCAD SHX Text P1

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PCP

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CELLULAR DIALER

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PR-22

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EXISTING PANEL

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PCP DISC.

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EM-20,22,24

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EXISTING PANEL

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NOTE

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NEUTRAL

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BUS AMPS

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VOLTS

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AIC

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MAIN BKR

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LUGS

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FED FROM

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MOUNTING

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ROOM

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CIRCUIT DESCRIPTION

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LOAD KVA

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CKT

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CKT

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BKR

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CKT

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LOAD KVA

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STANDARD

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MLO

AutoCAD SHX Text 22,000

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AutoCAD SHX Text 480Y/277V 3P 4W

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SURFACE

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UTILITY

AutoCAD SHX Text 100%

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AutoCAD SHX Text 1.9

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AutoCAD SHX Text 30/3

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AutoCAD SHX Text 0.133

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AutoCAD SHX Text 15/3

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AutoCAD SHX Text 15/2

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AutoCAD SHX Text 1.88

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TOTAL CONNECTED KVA BY PHASE

AutoCAD SHX Text 4.12

AutoCAD SHX Text 5.27

AutoCAD SHX Text 2.22

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CONN KVA

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CONN KVA

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CALC KVA

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CALC KVA

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LIGHTING

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AutoCAD SHX Text 0.813

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LARGEST MOTOR

AutoCAD SHX Text 2.83

AutoCAD SHX Text 0.707

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MOTORS

AutoCAD SHX Text 5.65

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CONTINUOUS

AutoCAD SHX Text 5.3

AutoCAD SHX Text 6.63

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TOTAL LOAD

AutoCAD SHX Text 13.8

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BALANCED 3-PHASE LOAD

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16.6 A

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EX. BREAKER

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EX. BREAKER

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EX. SPARE

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EX. SPARE

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EX. BREAKER

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SPACE

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EX. BREAKER

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EX. BREAKER

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EX. BREAKER

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EX. PUMP BREAKER (NOTE 1)

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PUMP CONTROL PANEL DISCONNECT

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SPACE

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SPACE

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SPACE

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EQUIPMENT CONNECTION SCHEDULE

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CALLOUT

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DESCRIPTION

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SYMBOL

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VOLTS

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PUMP

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2 HP

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PUMP

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2 HP

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PUMP

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HIGH WATER ALARM

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LEAD PUMP ON

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PUMP OFF

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WET WELL

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PUMP

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NOTE

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NEUTRAL

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BUS AMPS

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VOLTS

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AIC

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MAIN BKR

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LUGS

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ROOM

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CKT

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STANDARD

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MLO

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FLUSH

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UTILITY

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EX. BREAKER

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CELLULAR DIALER

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SPACE

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PUMP

AutoCAD SHX Text EC TO PROVIDE 2" CONDUIT AND INSTALLATION OF POWER CABLE TO PUMPS. POWER CABLE PROVIDED WITH PUMP.

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FEEDER SCHEDULE

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FEEDER AMPS

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CONDUIT AND FEEDER

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AutoCAD SHX Text 1"C,3#12,#12G

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SIZING METHOD: COPPER, 60°C #12 THROUGH #1, 75°C 1/0 AND ABOVE

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SEAL 060133

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Sheets and Views

MCGEE PS RELOC-P1

MCGEE PS RELOC-P2

MCGEE PS RELOCATION-E1

	2025-11-24T07:11:48-0800
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File details come from the government source that posted it. Updated Dec 1, 2025.