7388858 DrawingsAsOne.pdf

PDF 8 MB Posted Mar 19, 2026

Attached to: Repair Pump Station, Building 4638
Solicitation number: N400857388858
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 19, 2026

This document is a Final Design set of construction drawings for the Upgrade of Lift Station B4638 at Marine Corps Air Station Cherry Point, North Carolina (Work Order #7388858). The project involves the complete demolition and replacement of an existing wastewater lift station with a new Simplex package grinder pump station.

The scope of work includes demolition of the existing lift station complete with wetwell, pumps, and controls; installation of a new fiberglass Simplex package grinder pump station capable of pumping 25 GPM at 48 feet TDH; integration of the new pump station with the existing SCADA telemetry system; installation of new 2-inch SDR-21 or SCH 80 PVC discharge forcemain; replacement of sidewalk and site restoration; and installation of a new sewer cleanout. The electrical work requires 208V, three-phase, 3-wire power supply with a 15-amp breaker for the primary pump station location, with 120V control transformer provisions to power existing SCADA/telemetry cabinets that are to remain and be protected during construction. Construction phasing requirements mandate that the contractor provide bypass pumping or portable toilet facilities with a maximum outage not to exceed three days, including hand sanitizer provision. All work must comply with UFC standards, UFGS, IBC, IPC, NEC, NESC, NFPA, North Carolina Department of Environmental Quality regulations, and Marine Corps Air Station design standards. The design includes lift station pump elevation and electrical schedules for four locations (8 Tyler Drive, Building 4398, Building 4318, and Building 4228), with detailed civil details, utility plans, demolition plans, and site stabilization/erosion control specifications. A minimum one-year warranty against defects in material and workmanship is required from the beneficial occupancy date.

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Other files

File	Type	Posted
7388858 Amendment 0001.pdf	PDF	Apr 2, 2026
Master PPI Form.xlsx	XLSX spreadsheet	Mar 19, 2026
7388858 RFP.pdf	PDF	Mar 19, 2026
7388858 SpecsAsOne.pdf	PDF	Mar 19, 2026

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ACCESS ROAD

RAN

ROAD

N D

RIV

ROOSEVELT BOULEVARD

E R

D U

R O

ACCESS ROAD

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

UPGRADE LIFT STATION B4638

WO# 7388858

RIVER

New Bern

Dover

Tuscarora KinstonUS 70

NEUSE

Pollocksville

Trenton Seven Springs

Otway

Beaufort

US 70

Morehead City

E O

C A

MaysvilleComfort

US 17

Verona

Folkstone

Dixon

Holly Ridge

NEW RIVER

Pink

Beulaville

Hill

US 117

US 421

Wallace

Jacksonville

Richlands

T C

A N

Hampstead

T L

Scott Hill

Burgaw

Leland Wilmington

Havelock

Swansboro

Words Corner

C O

V E

R S

H E

E T

A N

D E

12925902

G-001

US 74 & 76

8 TYLER DRIVE

LIFT STATION

4318 LIFT

STATION

4228 LIFT

STATION

4398 LIFT

STATION

4638 LIFT

STATION

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

FINAL DESIGN

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 12925902 1 COVER SHEET AND INDEX

G-002 12925903 2 GENERAL NOTES

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 12925904 3 CIVIL EXISTING CONDITIONS PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 12925905 4 CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

CD100 12925906 5 CIVIL DEMOLITION PLAN

CU100 12925907 6 CIVIL UTILITY PLAN

C-500 12925908 7 CIVIL DETAILS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 12925909 8 ELECTRICAL ABBREVIATIONS, LEGEND, DETAILS

E-002 12925910 9 ELECTRICAL SELECTIVE DEMOLITION AND GENERAL NOTES

ED101 12925911 10 ELECTRICAL POWER DEMOLITION PLAN

EP101 12925912 11 ELECTRICAL POWER PLAN

CONSTRUCTION / PHASING NOTES & REQUIREMENTS

CONTRACTOR MUST PROVIDE BYPASS PUMPING OR PORTABLE TOILET(S) FOR OCCUPANTS'

USE AT LIFT STATION SITE 4638. IF PORTABLE TOILET(S) ARE PROVIDED, MAXIMUM OUTAGE

AT SITE MUST NOT EXCEED 3 DAYS.

INCLUDE HAND SANITIZER IN PORTABLE TOILETS.

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UPGRADE LIFT STATION B4638

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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AS NOTED

GENERAL DESIGN AND CONSTRUCTION NOTES:

1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY

STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE

EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS

CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL

REFERENCED STANDARDS SHALL BE THE LATEST EDITION.

2. ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN UNDAMAGED

CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED INSTRUCTIONS,

UNLESS SPECIFIED OTHERWISE HEREIN.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES & EQUIPMENT

FROM DAMAGE DURING INSTALLATION OF THE WORK AND DURING TESTING OPERATIONS.

4. CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS

WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH

CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING

CONDITIONS. REFER ALSO TO GEOTECHNICAL REPORT WHICH IS AVAILABLE UPON REQUEST,

IF APPLICABLE TO THE PROJECT SCOPE. EVERY EFFORT SHALL BE MADE TO RECYCLE

ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE, SHALL BE DISPOSED OF OFF BASE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE (NCDEQ) NORTH CAROLINA DEPARTMENT OF

ENVIRONMENTAL QUALITY.

5. ENSURE THAT ANY DEMOLITION, UTILITY CUT AND CAPPING, AND DEBRIS REMOVAL SERVICE

PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT

AND PROFESSIONAL APPEARANCE OF BASE AREAS.

6. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,

BEFORE BEING RETURNED TO THE GOVERNMENT.

WARRANTY:

1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN

MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.

GENERAL INFORMATION:

1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT, LABOR, AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE THE PROJECT. ALL

WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONTRACTING DOCUMENTS, THE

STATEMENT OF WORK (SOW) AND SUBJECT TO THE TERMS AND CONDITIONS OF THE

CONTRACT AND IN ACCORDANCE WITH (UFC) UNITED FACILITIES CRITERIA, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL

PLUMBING CODE (IPC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY

CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008), NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), BASE DESIGN AND CONSTRUCTION

STANDARDS INCLUDING BASE EXTERIOR ARCHITECTURAL PLAN (BEAP), AND ALL OTHER

APPLICABLE CODES.

WORKING CONDITIONS:

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE

CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS OF

THE BASE AND THE SAFETY AND CONVENIENCE OF BASE PERSONNEL. THE CONTRACTOR

SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE UTILITY SERVICE OFFICE

AND THE USER.

GENERAL PROJECT NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, QUANTITIES AND SQUARE

FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE

APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH

THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN THE

STATEMENT OF WORK (SOW), THE PROVIDED DRAWINGS, AND THE REQUIREMENTS OF THE

BASE. DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE MINIMUM

STANDARDS REQUIRED IN THIS PROJECT.

2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO

STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA.

UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS AND

REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.

3. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING

STRUCTURES, ETC. THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT. CONTRACTOR

SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS REQUIRED TO

PERFORM WORK. ANY DEMOLITION WORK THAT NEEDS TO BE ACCOMPLISHED TO COMPLETE

THE CONTRACT IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIAL SHALL BE

INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE

TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

4. A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR

AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING WITH

THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL PERTINENT

PROJECT REQUIREMENTS, AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE

CONTRACTOR MAY HAVE. WHERE FINISHES ARE PART OF THE PROJECT SCOPE, ALL FINISHES

SHALL BE PRESENTED TO THE CONTRACTING OFFICER AS ONE SUBMITTAL FOR SELECTION

AND APPROVAL PRIOR TO INSTALLATION. ALL MATERIAL THAT COULD BE DISCONTINUED

SHALL BE ON-SITE, PRIOR TO STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN

COLOR OR PATTERN.

5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURERS ARE REFERENCED, IT SHALL BE

UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL FOR

CONSIDERATION.

6. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST". ALL WORK AND MATERIALS

NOTED ARE NEW UNLESS NOTED OTHERWISE.

7. THE TERM "INSTALL" WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL

COMPLETE).

G E

N E

R A

L N

12925903

G-002

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

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UPGRADE LIFT STATION B4638

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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X X

UNK

20.0

HOUSE

PACKAGE LIFT STATION

RIM: 19.58

IE IN: 16.14

TO CONTROL POINT: 502

85FT

S46° 39' 33.97"W

REFERENCE

POINT

MASONRY

SCREEN WALL

LIFT STATION

CONTROL PANEL

X X

UPW

SAND BAGS

22.5

23.0

23.5

24.0

24.5

22.0

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YARD SPIGOT

REFERENCE

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TO CONTROL POINT: 501

149.76FT

S18° 01' 28.00"W

24.0

24.5

2" PVC

4" DIP

BOLLARD (TYP)

SCADA

PANELS AND

ANTENNA

CONTROL

PANEL

LIFT STATION VAULT

RIM 23.79'

IE IN 18.03'

±48' TO

BUILDING

YARD SPIGOT

BUILDING 4318

REFERENCE

POINT

TO CONTROL POINT: 503

71.75FT

S74° 39' 54.98"W

2" PVC

LIFT STATION

RIM 19.73'

IE IN 18.48'

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AND ANTENNA

ELEC/ PUMP

CONTROL PANELS

4" PVC

.021

19.5

LIFT STATION

RIM 17.10'

IE IN 13.13'

U P

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(BOLLARD)

TO CONTROL POINT: 505

46.69FT

N57° 53' 16.16"E

4" DIP

1.2 5"

PVC

BOLLARD (TYP)

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LIFT STATION

RIM 25.92'

IE IN 21.37'

U P

BUILDING 4638

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TO CONTROL POINT: 500

59.09FT

S48° 23' 29.71"W

2" PVC

4" P

SCADA

PANELS AND

ANTENNA

ELEC/ PUMP

CONTROL

PANELS

26.5

4228 LIFT STATION

PLAN

NORTH

1" = 10'

1"=10'-0"SCALE:

5' 10' 20' 30'0

4318 LIFT STATION

PLAN

NORTH

1" = 10'2

4398 LIFT STATION

PLAN

NORTH

1" = 10'

4638 LIFT STATION

PLAN

NORTH

1" = 10'

8 TYLER DRIVE LIFT STATION

PLAN

NORTH

1" = 10'

CIVIL EXISTING CONDITIONS PLAN CIVIL EXISTING CONDITIONS PLAN

CIVIL EXISTING CONDITIONS PLANCIVIL EXISTING CONDITIONS PLAN

CIVIL EXISTING CONDITIONS PLAN

G C

O N

S P

12925904

VF100

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

SURVEY NOTES

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING IN MARCH 2023.

2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH CAROLINA VIRTUAL REFERENCE

STATION (VRS) SYSTEM.

3. HORIZONTAL DATUM IS NAD '83 AND ELEVATIONS ARE BASED ON NAVD '88 (2011) VERTICAL

DATUM.

4. UNDERGROUND UTILITIES LOCATED BY CAPE FEAR ENGINEERING USING A COMBINATION OF

GPR, LOCATING EQUIPMENT, AND VISIBLE PHYSICAL EVIDENCE.

5. CONTROL POINTS:

500 503 N: 433654.20' N: 437562.25' E: 2630400.99' E: 2637675.51'

ELEV: 24.88' ELEV: 24.74'

501 505 N: 437649.31' N: 436771.64' E: 2631499.39' E: 2638610.64'

ELEV: 24.69' ELEV: 16.30'

N: 442367.76' E: 2638543.24'

ELEV: 20.56'

1. SEE SHEETS C-001 AND C-002 FOR CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

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5' 10' 20' 30'0

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E N

E R

A L

N O

12925905

C-001

C O

M M

O N

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

CIVIL GENERAL NOTES:

1. REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS TO THE ATTENTION OF THE CONTRACTING OFFICER AND/OR ENGINEER FOR RESOLUTION. ALL MATERIALS AND WORKMANSHIP

MUST CONFORM TO THE PROJECT SPECIFICATIONS.

2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. LOCATION, VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT INDICATED ON CONTRACT DRAWINGS IS REQUIRED. ANY CONFLICTS OR DISCREPANCIES MUST BE BROUGHT TO THE CONTRACTING OFFICER'S AND/OR ENGINEER'S ATTENTION IMMEDIATELY. CAPE FEAR ENGINEERING HAS NOT PHYSICALLY

LOCATED ANY UNDERGROUND UTILITIES.

3. PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE IN THE AREAS OF CONSTRUCTION. POTHOLE AND PHYSICALLY VERIFY DEPTH AND LOCATION OF ALL UTILITY LINES IN THE WORK AREA THAT REQUIRE COORDINATION WITH WORK ITEMS. POTHOLE VERIFICATION MUST BE DONE WELL IN ADVANCE OF ACTUAL WORK SO THAT POTENTIAL UTILITY CONFLICTS CAN BE VERIFIED AND RESOLVED WITHOUT CAUSING SCHEDULE DELAYS.

4. PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR MUST BE RESTORED BY THE CONTRACTOR TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER.

5. MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE

CONTRACTOR MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. WORK PERFORMED UNDER THIS CONTRACT MUST NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES UNLESS A

UTILITY OUTAGE HAS BEEN APPROVED IN ADVANCE.

7. SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL

DURING CONSTRUCTION.

8. RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER.

VEGETATE ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

9. TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED. REPAIR ANY PAVED AREAS

DAMAGED DURING CONSTRUCTION TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER.

10. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE MUST BE KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD

UP OF SOIL, MUD, DUST OR OTHER DEBRIS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.

12. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR MUST VERIFY ALL

MATERIAL QUANTITIES SHOWN.

13. KEEP REDLINE MARK-UPS OF ANY CHANGES MADE FROM THE APPROVED PLAN AND PROVIDE COPY OF REDLINES TO ENGINEER

UPON PROJECT COMPLETION.

EXISTING CONDITION NOTES:

1. SEE SHEET VF100 FOR EXISTING CONDITIONS AND SURVEY INFORMATION.

OFFSITE BORROW AREA NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING OFFSITE BORROW AREA HAS AN APPROVED EROSION CONTROL PERMIT AND

APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING ACTIVITY.

2. NO BORROW MATERIALS ARE AVAILABLE ON GOVERNMENT PROPERTY.

DEMOLITION PLAN NOTES:

1. LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR RELOCATION WORK. SPECIFICALLY TAKE EXTRA CAUTIONARY MEASURES TO PREVENT DISRUPTION OF ANY TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE FIELD, POSITIVE VERIFICATION BY POTHOLING IS REQUIRED. REPORT ANY CONFLICTS OR DISCREPANCIES TO ENGINEER.

2. LIMITS OF DEMOLITION AND DIMENSIONS ARE SHOWN FOR GENERAL REFERENCE. CONTRACTOR MUST BE RESPONSIBLE FOR REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.

3. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, USE A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO

OBTAIN A CLEAN VERTICAL EDGE.

4. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM

STORMDRAINS OR STREAMS.

5. REPORT ANY UNSUITABLE SOILS, CONTAMINATED SOILS, AND BURIED CONCRETE AND DEBRIS TO THE CONTRACTING OFFICER.

6. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION PLANS MAY EXTEND FURTHER THAN SHOWN. CONTRACTOR IS RESPONSIBLE FOR COMPLETE REMOVAL OF UTILITIES WITHIN THE ENTIRE PROJECT SITE UNLESS OTHERWISE NOTED.

STORMWATER AND GRADING NOTES:

1. NO INSTALLATION OF IMPERVIOUS SURFACES IN EXCESS OF 10,000 SF SHALL BE DONE PRIOR TO OBTAINING APPROVAL FROM NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ANY DESIGN CHANGES REQUIRED BY NCDEQ ARE INCORPORATED INTO THE CONSTRUCTION DOCUMENTS.

2. ALL CUT OR FILL SLOPES MUST BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.

3. DURING CONSTRUCTION, PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL

TIMES.

4. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

5. FOR ALL NEW BUILDINGS, PROVIDE A MINIMUM 5% SLOPE AWAY FROM THE BUILDING FOR THE FIRST 10-FEET AND ASSURE THAT FINISHED FLOOR ELEVATIONS ARE A MINIMUM OF 6-INCHES ABOVE THE ADJACENT SITE GRADE IN NON-PAVED AREAS.

6. ALL STORM PIPE MUST BE CLASS III REINFORCED CONCRETE PIPE (RCP), UNLESS OTHERWISE NOTED ON THE PLANS.

7. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL NEW PIPES AND EXISTING PIPES IMPACTED BY CONSTRUCTION MUST BE CLEANED TO REMOVE ALL ACCUMULATED SILT, SEDIMENT AND DEBRIS.

8. ALL STORM PIPE ENTERING STRUCTURES (NEW AND EXISTING) MUST BE CUT FLUSH TO INSIDE OF THE BOX AND GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT; MAXIMUM PROTRUSION MUST BE 6 INCHES.

9. ALL STORMWATER STRUCTURES IN PAVED AREAS MUST BE FLUSH WITH PAVEMENT AND BE HEAVY-DUTY TRAFFIC RATED.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA IS LESS THAN 1.0 ACRE. A LAND DISTURBANCE PERMIT IS NOT REQUIRED.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION AND

EROSION CONTROL DESIGN MANUAL (LATEST EDITION).

3. DIMENSIONS AND GRADES SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY

PLAN OR GRADE CHANGES.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.

5. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF INCREASED RUNOFF OR SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO ADJACENT

PROPERTIES.

6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT.

SEQUENCE OF LAND DISTURBANCE:

1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.

2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.

3. INSTALL TEMPORARY SILT FENCE AND SILT FENCE ROCK OUTLETS.

4. PROVIDE TEMPORARY INLET PROTECTION AT EXISTING INLETS/ PIPES.

5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1.0" OR

GREATER).

6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN

14 DAYS.

7. PERMANENT GRASS MUST BE INSTALLED PER PROJECT SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND IN SEASON.

FERTILIZE, WATER AND REPLACE TO ESTABLISH A VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED

UNTIL GRASS IS FULLY ESTABLISHED.

8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL MEASURES. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL

MEASURES.

9. CONTRACTOR IS RESPONSIBLE FOR SPREADING EXCAVATED SPOILS ON SITE AND GRADE WITH SMOOTH TRANSITIONS TO MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AT ALL AREAS. ALL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

ABBREVIATIONS

A/C AIR CONDITIONER

ATFP ANTI TERRORISM FORCE PROTECTION

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BW BARBED WIRE

C&G CURB AND GUTTER

CB CATCH BASIN

CC CONCRETE CURB

CI CURB DROP INLET

CJ CONTRACTION JOINT

CLF CHAIN LINK FENCE

CMH COMMUNICATION MANHOLE

CONC CONCRETE

D/B DESIGN/BUILD

DCJ DOWELED CONSTRUCTION JOINT

DI DROP INLET

DPW DEPARTMENT OF PUBLIC WORKS

DUMP DUMPSTER

E EAST

EHH ELECTRICAL HANDHOLE

EG EXISTING GAS

EJ EXPANSION JOINT

ELEC ELECTRIC

EMH ELECTRICAL MANHOLE

EL ELEVATION

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

HW HEAD WALL

IE INVERT ELEVATION

LP LIGHT POLE

LSA LANDSCAPE STONE

MAT MATERIAL

MH MANHOLE

MOF METAL ORNAMENTAL FENCE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION

NE NORTHEAST

NIC NOT IN CONTRACT

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NW NORTHWEST

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SCM STORMWATER CONTROL MEASURE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEP SEPARATION

SMH SANITARY SEWER MANHOLE

STA STATION

STY STORY

SW SOUTHWEST

TC TOP OF CURB

TD TRENCH DRAIN

TE THICKENED EDGE

TEJ THICKENED EDGE EXPANSION JOINT

THH TELECOMMUNICATION HANDHOLE

TMH TELECOMMUNICATION MANHOLE

TRANS TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE

VIEW TITLE

DETAIL TITLE

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

SCALE

VIEW TITLE

1" = 20'

PLAN

NORTH

X X X X

BUILDING

CONCRETE SIDEWALK

PROTECTIVE BOLLARD

SURVEYOR BENCHMARK

COMMUNICATIONS

MANHOLE

ELECTRICAL

GUYWIRE

MANHOLE

LIGHT POLE

POWER POLE

SWITCHBOX

TRANSFORMER

SYMBOL LEGEND

DESCRIPTION

SITE

DEMO

PROPOSEDEXISTING

LINETYPE LEGEND

DESCRIPTION

SITE

DEMO PROPOSEDEXISTING

ROADWAY CENTERLINE

PAVEMENT MARKING

X X X XCHAINLINK FENCE X X X X

[] [] [] [] []WOOD FENCE [] [] [] [] []

FENCE GATE

TREE LINE

COMMUNICATIONS

UC UCUNDERGROUND UC

OC OCOVERHEAD OC

ELECTRICAL

UP UPUNDERGROUND UP

OE OEOVERHEAD OE

X X X

X X X X

NOTE: NOT ALL SYMBOLS, LINETYPES, AND ABBREVIATIONS SHOWN HERE WILL BE USED

UC UC

OC OC

UP UP

X X X

SSCO

RIM: XX.XX

IE: XX.XX

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

SANITARY SEWER

MANHOLE

CLEANOUT

STORMWATER

INLET

MANHOLE

WATER

VALVE

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

SANITARY SEWER

SS SSGRAVITY SEWER PIPE SS

FM FMSEWER FORCEMAIN PIPE FM

STORMWATER

SD SDSTORMDRAIN PIPE SD

RD RDROOFDRAIN PIPE RD

CONTOURS (MAJOR)

CONTOURS (MINOR) 19.0'

20.0'

19.0'

20.0'

WATER

W WWATERLINE W

SS SS

FM FM

SD SD

RD RD

W W

19.0'

20.0'

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PM/DM

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AS NOTED

file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/BOLLARD.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/BOLLARD.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/BOLLARD.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/BOLLARD.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/BOLLARD.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/CLEANOUT.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg file:///C:/Users/marinoj/Documents/JOSH/HYPERLINKED_DETAILS/STORM%20DRAIN%20STRUCTURE.dwg

X X

UNK

20.0

HOUSE

PACKAGE LIFT STATION

RIM: 19.58

IE IN: 16.14

MASONRY

SCREEN WALL

LIFT STATION

CONTROL PANEL

TYP.

X X

UPW

SAND BAGS

22.5

23.0

23.5

24.0

24.5

22.0

SWALLOW RD

YARD SPIGOT

24.0

24.5

2" PVC

4" DIP

BOLLARD (TYP)

SCADA

PANELS AND

ANTENNA

CONTROL

PANEL

LIFT STATION VAULT

RIM 23.79'

IE IN 18.03'

TYP.

YARD SPIGOT

BUILDING 4318

2" PVC

LIFT STATION

RIM 19.73'

IE IN 18.48'

SCADA PANELS

AND ANTENNA

ELEC/ PUMP

CONTROL PANELS

4" PVC

.021

19.5

LIFT STATION

RIM 17.10'

IE IN 13.13'

U P

4" DIP

1.2 5"

PVC

BOLLARD (TYP)

SCADA

PANEL AND

ANTENNA

ELEC/ PUMP

CONTROL

PANELS

16.5

7 LIFT STATION

RIM 25.92'

IE IN 21.37'

U P

BUILDING 4638

2" PVC

4" P

SCADA

PANELS AND

ANTENNA

ELEC/ PUMP

CONTROL

PANELS

26.5

4228 LIFT STATION

PLAN

NORTH

1" = 10'

4318 LIFT STATION

PLAN

NORTH

1" = 10'2

4398 LIFT STATION

PLAN

NORTH

1" = 10'

4638 LIFT STATION

PLAN

NORTH

1" = 10'

8 TYLER DRIVE LIFT STATION

PLAN

NORTH

1" = 10'

CIVIL DEMOLITION PLAN CIVIL DEMOLITION PLAN

CIVIL DEMOLITION PLANCIVIL DEMOLITION PLAN

CIVIL DEMOLITION PLAN

E M

N P

12925906

CD100

C O

M M

O N

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

1. DEMOLISH LIFT STATION COMPLETE INCLUDING WETWELL, PUMPS, CONTROLS, AND

APPURTENANCE.

2. EQUIPMENT RACK, SCADA, AND ANTENNA TO REMAIN. PROTECT FROM DAMAGE AND

SPACE/SUPPORT AS REQUIRED DURING PUMP STATION REMOVAL AND INSTALLATION OF

NEW STATION.

3. EXISTING SEWER SERVICE TO BE CAPPED, PLUGGED AS REQUIRED UNTIL NEW PUMP

STATION IS OPERATIONAL AND ACCEPTED BY GOVERNMENT FOR USE. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING TEMPORARY FACILITIES AND/OR BYPASS PUMPING TO

ENSURE NO DISRUPTION IN SERVICE.

4. REMOVE EXISTING SEWER SERVICE FOR INSTALLATION OF NEW CLEANOUT.

5. REMOVE SIDEWALK TO NEAREST JOINT.

6. REMOVE SAND BAGS.

7. REMOVE BOLLARDS.

8. EXISTING FORCEMAIN TO BE FLUSHED CLEAN. AFTER CLEANING. PERFORM PRESSURE

TEST. INSTALL PLUGS AND/OR VALVES AS REQUIRED TO COMPLETE TESTING.

9. REMOVE PUMPS, CONTROLS, AND APPURTENANCES FROM EXISTING WETWELL. REMOVE

TOP 1-FOOT OF EXISTING WETWELL STRUCTURE. FILL REMAINING WETWELL WITH CLEAN

SAND. BACKFILL AREA TO WATCH ADJACENT GRADE.

10. REMOVE FORCEMAIN MIN 5' FROM WETWELL TO BE ABANDONED

1. SEE SHEETS C-001 AND C-002 FOR CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

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X X

UNK

HOUSE

MASONRY

SCREEN WALL

LIFT STATION

CONTROL PANEL

C-500

UGE

TYP.

C-500

TYP.

X X

UPW

SWALLOW RD

YARD SPIGOT

2" PVC

4" DIP

SCADA

PANELS AND

ANTENNA

CONTROL

PANEL

TYP.

C-500

YARD SPIGOT

BUILDING 4318

2" PVC

SCADA PANELS

AND ANTENNA

ELEC/ PUMP

CONTROL PANELS

4" PVC

C-500

TYP.

U P

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1.2 5"

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BOLLARD (TYP)

SCADA

PANEL AND

ANTENNA

ELEC/ PUMP

CONTROL

PANELS

C-500

TYP.

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U P

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4" P

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PANELS AND

ANTENNA

ELEC/ PUMP

CONTROL

PANELS

C-500

TYP.

C-500

4228 LIFT STATION

PLAN

NORTH

1" = 10'

4318 LIFT STATION

PLAN

NORTH

1" = 10'2

4398 LIFT STATION

PLAN

NORTH

1" = 10'

4638 LIFT STATION

PLAN

NORTH

1" = 10'

8 TYLER DRIVE LIFT STATION

PLAN

NORTH

1" = 10'

CIVIL UTILITY PLAN CIVIL UTILITY PLAN

CIVIL UTILITY PLANCIVIL UTILITY PLAN

CIVIL UTILITY PLAN

12925907

CU100

C O

M M

O N

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

1. SEE SHEETS C-001 AND C-002 FOR CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

1. SIMPLEX PACKAGE GRINDER PUMP STATION COMPLETE.

2. PUMP STATION CONTROLS TO BE FULLY COMPATIBLE AND INTEGRATED INTO EXISTING

SCADA SYSTEM (SEE ELECTRICAL).

3. TIE EXISTING SEWER SERVICE INTO NEW LIFT STATION WET WELL.

4. TIE PUMP STATION DISCHARGE FORCEMAIN TO EXISTING FORCEMAIN.

5. EXTEND AND TIE FORCEMAIN (2" SDR-21 OR SCH 80 PVC) AS REQUIRED TO CONNECT TO THE

EXISTING SEWER SERVICE. INSTALL BENDS AS REQUIRED.

6. REPLACE SIDEWALK.

7. FILL AREA AROUND NEW LIFT STATION TO PROVIDE POSITIVE DRAINAGE.

8. ALL DISTURBED AREAS TO BE STABILIZED.

9. INSTALL NEW SEWER CLEANOUT.

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

1"=10'-0"SCALE:

5' 10' 20' 30'0

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SEAL

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EPROJECT NO.:

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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12925908

C-500

C O

M M

O N

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com

N.C. LICENSE # C-1621

FINAL - 08-07-2025

SUPPORT TRA INING

MCAS CHERRY POINT, NC

7388858

SITE AREA DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES

AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

ALL OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

STABILIZATION

7 DAYS

14 DAYS

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED

7 DAYS FOR SLOPES GREATER

THAN 50' IN LENGTH.

NONE, EXCEPT FOR PERIMETERS AND HQW

ZONES

TIMEFRAME EXCEPTIONS

NEW STABILIZATION TIMEFRAMES

STABILIZATION SCHEDULE

NOT TO SCALE

PROVIDE SAND-BASED CENTIPEDE SOD (EREMOCHLOA OPHIUROIDES) FOR ALL TURF AREAS. SODDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS. SEE SHEET C-002 FOR ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.

TEMPORARY STABILIZATION

PERMANENT STABILIZATION

MAINTENANCE

NOTES

FERTILIZATION/ FERTILIZATION/ACRE

UNWEATHERED; AVOID WEEDS

QUALITY

DRY, UNCHOPPED,

750 LBS. 10-10-10

SPREAD BY HAND OR MACHINE, MUST

BE TACKED DOWN.

SHOULD COME FROM WHEAT OR OATS2 TONS

AMOUNT/

ACRE

MATERIAL

STRAW

GRASS TYPE

RATE PER ACRE

ACRE

NADEC 1 - APR 15

SEEDING

TIME OF

GERMAN MILLET 40 LBS.

NA1,000 LBS. 10-10-10120 LBS.RYE (GRAIN) NAAUG 15-DEC 30

750 LBS. 10-10-10 NA NA

RYE (GRAIN) &

LESPEDEZA, KOBE

120 LBS. &

50 LBS.

APRIL 15-AUG 15

TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL

PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS.

MULCHING MATERIALS AND APPLICATION RATES

TEMPORARY SEEDING

CLEANOUT/SERVICE

CONNECT TO BUILDING SEWER

(INSTALL FITTINGS AS REQUIRED)

CONNECT TO MAINS

(INSTALL FITTINGS

AS REQUIRED)

PLUG AT

END OF LINE

4" DIA PIPE

CAST IRON

CLEANOUT COVER

THREADED FITTING

4" REMOVABLE

THREADED PLUG

EXISTING GRADE

2' SQUARE X 4" THICK

CONCRETE SLAB (IF

NOT IN PAVEMENT)

NOT TO SCALE2

ITEM DESCRIPTION

1. FIBERGLASS BASIN, 48"x72" WITH FIBERGLASS ANTI-FLOAT 5/8" 304

SS SIMPLEX MOUNTING STUDS

2. POLYPROPYLENE ACCESS COVER NUTS GLASSED INTO BASIN LID

3. 2" NPT GLASS FILLED PLASTIC ELECTRICAL COUPLING FLANGE

ASSEMBLY WITH GASKET KIT

4. GUIDE RAIL BASE ASSEMBLY

5. 2" SCH. 40 TYPE 304 SS GUIDE RAILS

6. 2" SCH. 80 PVC DISCHARGE PIPE (TYPICAL)

7. 2"NPT BRASS FLAPPER CHECK VALVE (THREADED)

8. 2" SCH. 80 PVC TRUE UNION BALL VALVE

9. 2" SCH. 80 PVC ELBOWS (2)

10. 1/4" 316 STAINLESS STEEL LIFTING CHAIN WITH 5/16" SS SHACKLE

11. 316 SS SIX HOOK CABLE HOLDER FLOAT BRACKET

12. 316 SS UPPER GUIDE WITH ALUMINUM SUPPORT GUIDE

13. 4" FLEXIBLE INLET HUB

14. VALVE BOX - HDPE 24"x 18"x 18"

15. DISCHARGE CONNECTION, 2" SCH. 80 PVC (SOLVENT WELD)

16. FLOAT SWITCHES

17. SIMPLEX SUBMERSIBLE GRINDER PUMP STATION PACKAGE

18. 2" 316 SS OR BRASS NIPPLE

19. 1 - 1/4" THREADED x PE SCH. 80 PVC NIPPLE

20. 1 - 1/4" x 2" REDUCING BUSHING SCH. 80 PVC

21. 2" IPT x HDPE ADAPTER

22. 2,500 PSI CONCRETE AROUND BASE TO PREVENT FLOTATION

DISCONNECT

WATER TIGHT

CONNECTION

VENT

CONTROL PANEL STAINLESS STEEL 3"Ø VENT

WITH INSECT SCREEN

#57 STONE

NOTES

1. CONTRACTOR IS TO PROVIDE A PACKAGED PUMP

STATION/CONTROL PANEL UNIT FROM A SINGLE

VENDOR AND SHALL BE CAPABLE OF HANDLING

DOMESTIC WASTE. ALL PUMP STATION EQUIPMENT AND

INSTALLATION SHALL BE IN ACCORDANCE OF THE MOST

RECENT N.C. STATE PLUMBING CODE.

2. PUMP STATION SHALL BE CAPABLE OF PUMPING 25 GPM

AT 48 FEET TDH. PUMP STATION SHALL BE 208V,

3-PHASE, 3-WIRE. (30-AMP STARTING APPROXIMATE)

3. PUMP STATION ELECTRICAL SUPPLY SHALL BE FED

FROM THE BUILDING'S PANEL. AS INDICATED ON THE

ELECTRICAL PLANS

4. PUMP STATION CONTROL PANEL SHALL SUPPLY POWER

TO ALARMS FROM A SEPARATE BREAKER THAN PUMP

MOTORS PER NC STATE PLUMBING CODE 712.3.4.1

5. PACKAGE GRINDER PUMP STATION BY THE FOLLOWING

MANUFACTURERS:

FLYGT, MYERS, BARNES, E-ONE, OR APPROVED EQUAL

#57 STONE

℄ DISCHARGE

℄ BASIN

18"

24"

12"

MIN. RUNTIME

W/NO FLOW

1 MINUTE

36" MIN.

ENGINEER

11 2 12

10 15

7 18 8

18"

6"6"

"H" MSL

BOTTOM

BASIN

"A" MSL

OR HIGHER

"B" MSL

TOP STATION

"C" MSL

FINISH GRADE

"E" W. W. ALARM ON

"G" MSL

PUMP OFF

4" MIN.

24'

"F" MSL

PUMP ON

48" 36"36"

12"

2,500 PSI CONCRETE

NOT TO SCALE

SIMPLEX PACKAGED GRINDER PUMP STATION

FINISH GRADE

CONCRETE SIDEWALK/STOOP

NOTES:

1. EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS.

2. WHERE NEW SIDEWALK MEETS EXISTING SIDEWALKS, EXISTING PAVEMENTS, NEW PAVEMENTS AND BUILDINGS, CONTRACTOR SHALL INSTALL 6" THICKENED EDGES AND COMPRESSIBLE FILLER STRIPS AT ENDS WHERE ABUTS EXISTING

CONCRETE.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECIFICATIONS.

HAND TOOLED 1/4" R

ALL EDGES

6"X6" W2.1X2.1 WWF-MESH

TO BE PROVIDED IN SHEETS

X X X X X X X X X X X X

SLOPE TO DRAIN (1/4"/FT)

COMPACTED SUBGRADE

(VARIES)

LIFT STATION PUMP ELEVATION SCHEDULE

LIFT STATION

LOCATION/ID

"A"

ELEVATION

(VENT)

"B"

ELEVATION

(RIM)

"C" ELEVATION

(GROUND)

"D"

ELEVATION

(INVERT IN)

"E"

ELEVATION

(ALARM)

"F"

ELEVATION

(PUMP ON)

"G"

ELEVATION

(PUMP OFF)

"H"

ELEVATION

(BOTTOM)

8 TYLER DRIVE 21.25' 19.75' 19.25' ±16.14' 15.66' 15.16' 14.16' 12.16'

BLDG. 4398 26.50' 25.00' 24.50' ±18.0' 17.50' 17.00' 16.00' 14.00'

BLDG. 4318 21.50' 20.00' 19.50' ±18.40' 17.90' 17.40' 16.40' 14.40'

BLDG. 4228 19.00' 17.50' 17.00' ±13.10' 12.60' 12.10' 11.10' 9.10'

BLDG. 4638 27.50' 26.00' 25.50' ±21.30' 20.80' 20.30' 19.30' 17.30'

"D" INVERT IN

LIFT STATION PUMP ELECTRICAL SCHEDULE

LIFT

STATION

LOCATION/ID

VOLTAGE PHASE AMPERAGE SCADA NOTES

8 TYLER

DRIVE 240V SINGLE

20/2 AMP BREAKER

(2 HOTS, 1 GROUND) N/A N/A

BLDG. 4398 208V THREE

20/3 AMP BREAKER

(3 HOTS, 1 NEUTRAL, 1

GROUND)

TO REMAIN AND BE

PROTECTED DURING

DEMOLITION AND

CONSTRUCTION

CONTROLLER WILL REQUIRE A 120V

CONTROL TRANSFORMER PROVISION TO

POWER THE SCADA/ TELEMETRY CABINET.

THE EXISTING SCADA/ TELEMETRY RACK IS

TO REMAIN WITH 120V POWER TO BE

SOURCED FROM THE NEW CONTROLLER.

BLDG. 4318 208V SINGLE

20/2 AMP BREAKER

(2 HOTS,1 NEUTRAL, 1

GROUND)

TO REMAIN AND BE

PROTECTED DURING

DEMOLITION AND

CONSTRUCTION

CONTROLLER WILL REQUIRE A 120V

CONTROL TRANSFORMER PROVISION TO

POWER THE SCADA/ TELEMETRY CABINET.

THE EXISTING SCADA/ TELEMETRY RACK IS

MOUNTED TO THE BUILDING WALL AND IS

TO REMAIN WITH 120V POWER TO BE

SOURCED FROM THE NEW CONTROLLER.

BLDG. 4228 208V SINGLE

30/2 AMP BREAKER

(2 HOTS, 1 NEUTRAL, 1

GROUND)

TO REMAIN AND BE

PROTECTED DURING

DEMOLITION AND

CONSTRUCTION

CONTROLLER WILL REQUIRE A 120V

CONTROL TRANSFORMER PROVISION TO

POWER THE SCADA/ TELEMETRY CABINET.

THE EXISTING SCADA/ TELEMETRY RACK IS

TO REMAIN WITH 120V POWER TO BE

SOURCED FROM THE NEW CONTROLLER.

BLDG. 4638 208V THREE

15/3 AMP BREAKER

(3 HOTS, 1 GROUND)

TO REMAIN AND BE

PROTECTED DURING

DEMOLITION AND

CONSTRUCTION. CONNECT

NEW PUMP STATION TO

EXISTING SCADA SYSTEM.

CONTROLLER WILL REQUIRE A 120V

CONTROL TRANSFORMER PROVISION TO

POWER THE SCADA/ TELEMETRY CABINET.

THE EXISTING SCADA/ TELEMETRY RACK IS

TO REMAIN WITH 120V POWER TO BE

SOURCED FROM THE NEW CONTROLLER.

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WEB

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WEB

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MTH

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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AS NOTED

NOT TO SCALE

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	2026-03-03T10:22:27-0500
PERRY.HEATHER.MELYNN.1388599614

File details come from the government source that posted it. Updated Mar 19, 2026.