N4008525B0029 Dwgs.pdf

WAKE

DURHAM

PERSON

GRANVILLE

FRANKLIN

WARREN

COLUMBUS

BLADEN

HARNETT

WAYNE

JOHNSTON

WILSON

NASH

EDGECOMBE

SAMPSON

DUPLIN

JONES

GREENE

LENOIR

PITT

HERTFORD

GATES

CARTERET

CRAVEN

ONSLOW

PENDER

NEW

HANOVER

BRUNSWICK

PAMLICO

BEAUFORT

HYDE

DARE

C A M

D E N

PA

SQ

U O

TAN K

TYRRELL

PER

Q

UI M

ANS

C H O W

A N

MARTIN WASHINGTON

NORTHAMPTON

CUR

I

U K

T R

C

BERTIE

VANCE

CUMBERLAND

HALIFAX

ATLANTIC OCEAN

CAMP LEJEUNE

BASE MAP

MAR

IN

ES

R

OAD

COURTHOUSE

BAY

N.C. HIGHWAY 172

STONE

BAY

N.C. HIGHWAY 172

N.

C.

H

IG

HW

AY

N .C

. H

IG

H W

AY

MARSOC

COMPLEX

SITE

PRACTICAL APPLICATION

TRAINING FACILITY

EVERETT CREEK ROAD

NEW RIVER

RR635

RR633

RR631

RR637

STONE BAY

NOT TO SCALE1 LOCATION MAP

NORTH

NOT TO SCALE1" = 600 FEET2 ENLARGED BASE MAP

NORTH

3BASE MAP

NORTH

FINAL

22-0047 PRACTICAL APPLICATION TRAINING

FACILITY (LE22S03R) MARSOC

G-001

COVER SHEET

12-18-2025

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

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

www.capefearengineering.com | N.C. LICENSE # C-1621

60037281

· ALL SHUTDOWNS INCLUDING UTILITY SHUTDOWNS ESPECIALLY OF WATER OR ELECTRICAL SYSTEMS MUST BE COORDINATED WITH THE

CONTRACTING OFFICER (ROICC), AND MUST NOT EXCEED (3) HOURS.

· CONTRACTOR MUST TAKE NECESSARY MEASURES TO PROTECT ALL EXISTING COMMUNICATION UTILITIES IN AND AROUND THE PROJECT AREA. EXERCISE CAUTION IN CONSTRUCTION AND EXCAVATION ACTIVITIES ESPECIALLY IN THE VICINITY OF THE ROAD TO PROTECT THE

EXISTING FIBER OPTIC LINE(S).

· THE BUILDING AND SITE WILL BE CONSTRUCTED IN A SINGLE PHASE.

· CONSTRUCTION ACTIVITIES MUST NOT IMPEDE OR INTERFERE WITH NORMAL OPERATIONS OF THE ADJACENT BUILDINGS OR OF CONSTRUCTION ACCESS TO OTHER PROJECTS SOUTHEAST OF THIS SITE DURING THE CONSTRUCTION PERIOD.

· THE SPECIFIC EXTENT OF AREAS PERMITTED TO BE USED FOR STAGING / LAYDOWN WILL BE COORDINATED AND COMMUNICATED TO THE CONTRACTOR BY THE CONTRACTING OFFICER (ROICC) AFTER AWARD. AREAS PERMITTED TO BE USED FOR STAGING / LAYDOWN MUST BE RESTORED TO THEIR CONDITION PRIOR TO START OF CONSTRUCTION. GRASSED AREAS MUST BE STRIPPED, PREPARED AND RE-SODDED AT COMPLETION OF WORK; SEE SPECIFICATIONS 32 05 33 LANDSCAPE ESTABLISHMENT, AND 32 92 23 SODDING.

· A CLIN IS REQUIRED FOR THIS PROJECT FOR PER-PLANT PRICE INSTALLED FOR SUPPLEMENTAL SCREENING. REFER TO BIDDING CONTRACT DOCUMENTS, SPECIFICATIONS AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. THE CLIN WILL BE EXERCISED IF REQUIRED AT THE OPTION OF THE GOVERNMENT ONCE THE SITE HAS BEEN COMPLETELY CLEARED, AND THE BUILDING HAS BEEN ERECTED.

CONSTRUCTION REQUIREMENT NOTES

G-002

SHEET INDEX AND GENERAL NOTES

60037282 151 Poole Rd. Suite 100 | Leland, NC, 28451

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

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60037281 1 COVER SHEET

G-002 60037282 2 SHEET INDEX AND GENERAL NOTES

GI001 60037283 3 CODE SUMMARY

GI002 60037284 4 CODE COMPLIANCE SITE PLAN

GI101 60037285 5 LIFE SAFETY PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 60037286 6 CIVIL OVERALL EXISTING CONDITIONS

VF101 60037286A 7 CIVIL EXISTING CONDITIONS

C-001 60037287 8 CIVIL GENERAL NOTES

C-002 60037288 9 CIVIL LEGEND AND ABBREVIATIONS

CD100 60037289 10 CIVIL DEMOLITION PLAN

CS100 60037290 11 CIVIL SITE PLAN

CU100 60037291 12 CIVIL OVERALL UTILITY PLAN

CU101 60037291A 13 CIVIL UTILITY PLAN

CG100 60037292 14 CIVIL GRADING PLAN

CG101 60037293 15 CIVIL EROSION CONTROL PLAN

C-500 60037294 16 CIVIL EROSION DETAILS

C-501 60037295 17 CIVIL EROSION DETAILS

C-502 60037296 18 CIVIL UTILITY DETAILS

C-503 60037297 19 CIVIL UTILITY DETAILS

C-504 60037298 20 CIVIL SITE DETAILS

STRUCTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

S-001 60037299 21 STRUCTURAL GENERAL NOTES

S-101 60037300 22 STRUCTURAL FOUNDATION PLAN

S-201 60037301 23 STRUCTURAL FOUNDATION SECTIONS

ARCHITECTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

A-001 60037302 24 GENERAL NOTES, DETAILS, LEGEND, AND ABBREVIATIONS

A-101 60037303 25 ARCHITECTURAL FLOOR PLAN

A-102 60037304 26 REFLECTED CEILING/ROOFING PLAN

A-201 60037305 27 BUILDING ELEVATIONS

A-301 60037306 28 BUILDING SECTIONS

A-302 60037307 29 WALL SECTIONS AND DETAILS

A-601 60037308 30 DOOR AND FINISH SCHEDULES

FIRE PROTECTION

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

FA001 60037309 31 FIRE ALARM LEGEND

FA101 60037310 32 FIRE ALARM FLOOR PLAN

FA501 60037311 33 FIRE ALARM DETAILS

PLUMBING

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

P-001 60037312 34 PLUMBING COVER SHEET

P-101 60037313 35 FLOOR PLAN - WASTE AND VENT

P-102 60037314 36 FLOOR PLAN - WATER

P-501 60037315 37 PLUMBING DETAILS

P-601 60037316 38 PLUMBING SCHEDULES

P-701 60037317 39 PLUMBING RISERS

MECHANICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

M-001 60037318 40 MECHANICAL COVER SHEET

M-101 60037319 41 FLOOR PLAN - MECHANICAL

M-501 60037320 42 MECHANICAL DETAILS

M-601 60037321 43 MECHANICAL SCHEDULES

M-701 60037322 44 MECHANICAL CONTROLS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 60037323 45 ELECTRICAL NOTES AND LEGEND

ES101 60037324 46 SITE PLAN - ELECTRICAL

ES501 60037325 47 SITE ELECTRICAL DETAILS

ES502 60037326 48 SITE ELECTRICAL DETAILS

ES503 60037327 49 SITE ELECTRICAL DETAILS

E-101 60037328 50 FLOOR PLAN - POWER

E-102 60037329 51 FLOOR PLAN - EQUIPMENT CONNECTIONS

E-103 60037330 52 FLOOR PLAN - LIGHTING

E-501 60037331 53 ELECTRICAL DETAILS

E-502 60037332 54 ELECTRICAL DETAILS

E-601 60037333 55 ELECTRICAL SCHEDULES

E-602 60037334 56 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

T-001 60037335 57 TELECOMMUNICATIONS NOTES AND LEGEND

T-101 60037336 58 FLOOR PLAN - TELECOMMUNICATIONS

T-501 60037337 59 TELECOMMUNICATIONS DETAILS

T-502 60037338 60 TELECOMMUNICATIONS DETAILS

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 ANY EXISTING FACILITIES AND ANY

EQUIPMENT FROM DAMAGE DURING INSTALLATION AND 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.

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 REQUIREMENTS WITHIN.

ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE STATEMENT OF WORK 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 THE 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. 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. ALL FINISHES SHALL BE PRESENTED TO THE CONTRACTING

OFFICER AS ONE SUBMITTAL FOR SELECTION AND APPROVAL PRIOR TO INSTALLATION. ALL

FINISH MATERIALS THAT COULD BE DISCONTINUED SHALL BE ON-SITE PRIOR TO STARTING

PROJECT SO THERE WILL BE NO DIFFERENCES IN COLOR.

5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURER'S ARE REFERENCED, IT SHALL BE

UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL.

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).

8. THE TERMS "OWNER" AND "GOVERNMENT" WILL BE CONSIDERED TO BE THE SAME /

INTERCHANGEABLE FOR THIS PROJECT.

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

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

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

GI001

CODE SUMMARY

1. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 1 SEPTEMBER 2022

2. UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 6 MAY 2021

3. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 30 JULY 2022

4. UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, JANUARY 2010

5. IBC INTERNATIONAL BUILDING CODE, 2021

6. NFPA 10 PORTABLE FIRE EXTINGUISHERS, 2022

7. NFPA 70 NATIONAL ELECTRICAL CODE, 2023

8. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

9. NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021

10. NFPA 101 LIFE SAFETY CODE, 2021 (LSC)

11. ABA ARCHITECTURAL BARRIERS ACT

APPLICABLE BUILDING CODES

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

CONSTRUCTION TYPE

ALLOWABLE AREA & HEIGHT

ACTUAL AREA & HEIGHT

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

EXTERIOR WALLS

INTERIOR FINISH CLASSIFICATION

TRAVEL DISTANCES

CAPACITY OF EXITS (INTERIOR SPACE ONLY)

ADDITIONAL LIFE SAFETY CRITERIA

REQUIRED EXIT

CAPACITY

AVAILABLE EXIT

CAPACITY

NUMBER OF EXITS

REQUIRED

NUMBER OF EXITS

PROVIDED

170 [1-36" WIDE DOOR]

170 [1-36" WIDE DOOR]

170 [1-36" WIDE DOOR]

FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

5 FT < FSD < 10-FT

GROUPS B & A-3

TYPE II-B

1-HR

1-HR

LEGEND

B BUSINESS (IBC 304.1, LSC 6.1.11) - ORDINARY HAZARD (LSC 38.1.5)

S-1 STORAGE (IBC 311.2, LSC 6.1.13) - ORDINARY HAZARD (LSC 42.1.5.1)

A-3 ASSEMBLY (IBC 303.4, LSC 6.1.2.1) - ORDINARY HAZARD (LSC 12.1.5, 6.2.2.3)

PER IBC, THE BUILDING IS CLASSIFIED AS AN UNSEPARATED MIXED USE GROUP B, GROUP S-1, AND

GROUP A-3 OCCUPANCY.

PER LSC, THE BUILDING IS CLASSIFIED AS A MIXED USE BUSINESS, STORAGE, AND ASSEMBLY

OCCUPANCY.

EMERGENCY VOICE FIRE ALARM & MASS NOTIFICATION SYSTEM 1

SPRINKLER SYSTEM - NOT REQUIRED

1 MASS NOTIFICATION TRANSMITTER PROVIDED BY NIWCS (NOT IN CONTRACT)

TYPE II-B

BASED ON S-1 // B // A-3 USE GROUP:

ALLOWABLE AREA PER TABLE (IBC TABLE 506.2): 17,500-SF // 23,000-SF // 9,500-SF

ALLOWABLE STORIES (IBC TABLE 504.4): 2-STORY // 3-STORY // 2-STORY

ALLOWABLE HEIGHT (IBC TABLE 504.3): 55-FT // 55-FT // 55-FT

TOTAL BUILDING AREA: 5,460-SF

* TOTAL BUILDING AREA INCLUDES AREAS WITHOUT EXTERIOR WALLS (OPEN TRAINING BAY)

BENEATH THE HORIZONTAL PROJECTION OF THE ROOF

TOTAL BUILDING HEIGHT: 1-STORY/20-FT

(IBC TABLE 601, TYPE II-B CONSTRUCTION)

STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0-HR

BEARING WALLS, EXTERIOR 0-HR

BEARING WALLS, INTERIOR 0-HR

NON-BEARING WALLS, EXTERIOR* 0-HR

NON-BEARING WALLS, INTERIOR** 0-HR

FLOOR CONSTRUCTION 0-HR

ROOF CONSTRUCTION 0-HR

*BASED ON IBC TABLE 602 FOR A FIRE SEPARATION DISTANCE OF 10-FT OR MORE

**MINIMUM RATING PER CONSTRUCTION TYPE

EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE

LIMITS* (BASED ON NON-SPRINKLERED STORAGE // BUSINESS // ASSEMBLY OCCUPANCY):

EXITS (TABLE A.10.2.2) MINIMUM CLASS B // B // A

EXIT ACCESS CORRIDORS (TABLE A.10.2.2) MINIMUM CLASS C // B // B

OTHER SPACES (TABLE A.10.2.2) MINIMUM CLASS C // C // C

* MUST COMPLY WITH MOST RESTRICTIVE REQUIREMENT

COMMON PATH OF TRAVEL* (LSC TABLE A.7.6) BUSINESS/STORAGE/ASSEMBLY: 75/50/20** FT

**75 FEET WHERE OCCUPANT LOAD IS LESS THAN 50

DEAD END CORRIDOR* (LSC TABLE A.7.6) BUSINESS/STORAGE/ASSEMBLY: 20/50/20 FT

EXIT ACCESS TRAVEL* (LSC TABLE A.7.6) BUSINESS/STORAGE/ASSEMBLY: 200/200/200 FT

* MUST COMPLY WITH MOST RESTRICTIVE REQUIREMENT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

NUMBER OF EXITS (LSC 7.4)

1 FOR ORDINARY HAZARD STORAGE OCCUPANCIES WHERE THE EXIT CAN BE REACHED WITHIN THE DISTANCE

PERMITTED AS A COMMON PATH OF TRAVEL (LSC 42.2.4.1(2))

1 FOR BUSINESS OCCUPANCIES WITH AN OCCUPANT LOAD OF LESS THAN 100 PERSONS WITH EXITS DISCHARGING DIRECTLY TO THE EXTERIOR AND TOTAL TRAVEL DISTANCE NOT EXCEEDING 100 FT (LSC 38.2.4.3)

ALL MEANS OF EGRESS ARE REQUIRED TO BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC

38.2.8 & 42.2.8).

EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2

(LSC 38.2.9.1 & 42.2.9).

MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC

3-600-01 10-2 (LSC 38.2.10 & 42.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND.

INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE,

ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT

PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED (UFC 3-600-01 10-2.2).

FIRE EXTINGUISHERS MUST BE PROVIDED IN BUSINESS OCCUPANCIES AND LOCATED IN

ACCORDANCE WITH NFPA 10 (LSC 38.3.5).

TD = XX FT

CPT = XX FT

X=REQUIRED EGRESS CAPACITY

Y=PROVIDED EGRESS CAPACITY

AREA (SQ. FT.)

OCCUPANT LOAD (SQ. FT./PERSON)

OCCUPANTS (PERSONS)

TRAVEL PATH AND DISTANCE

COMMON PATH OF TRAVEL DISTANCE

DEAD END TRAVEL DISTANCE

FIRE EXTINGUISHER CABINET

FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

KNOX BOX

FIRE HYDRANT

WATER LINE

FIRE WATER LINE

THE DISTANCE BETWEEN THE PRACTICAL APPLICATION TRAINING FACILITY AND THE CLOSEST

BUILDING IS MORE THAN 40-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE PRACTICAL APPLICATION TRAINING FACILITY TO THE IMAGINARY LOT LINE AND MORE THAN 30-FT FROM THE IMAGINARY LOT LINE TO THE CLOSEST BUILDING; THEREFORE, THE EXTERIOR WALLS

OF THE PRACTICAL APPLICATION TRAINING FACILITY ARE NOT REQUIRED TO BE RATED.

GROUP S-1

TYPE II-B

2-HR

1-HR

10 FT < FSD 0-HR 0-HR

MEANS OF EGRESS

OCCUPANT LOADS (LSC TABLE 7.3.1.2)

BUSINESS 150-SF/PERSON

STORAGE 500-SF/PERSON

CLASSROOM 20-SF/PERSON

* THE OCCUPANT LOAD FOR THE OPEN TRAINING BAY IS BASED ON SIX PEOPLE PER MEDICAL TRIAGE

TRAINING STATION. 12 TRAINING STATIONS ARE PROVIDED

AREA USE

APPROX. AREA

(SF)

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT LOAD

(PERSONS)

STORAGE 450STORAGE 103

TOTAL

OPEN TRAINING BAY 100 2,700 72*ASSEMBLY*

-3,847 106

BUSINESS 73TOILET 102 1150

CLASSROOM 624CLASSROOM 101 3220

DE = XX FT

REQUIRED FIRE FLOW

ON SEPTEMBER 25, 2025, HYDRANT FLOW TESTING CONDUCTED BY MCB CAMP LEJEUNE BASE

UTILITIES AND WITNESSED BY JENSEN HUGHES YIELDED THE FOLLOWING RESULTS:

STATIC PRESSURE: 76 PSI

RESIDUAL PRESSURE: 49 PSI

FLOW: 1,060 GPM

FLOW AT 20 PSI: 1,572 GPM

UFC 3-600-01 PARAGRAPH 9-2.2 REQUIRES THE FIRE FLOW FOR NON-SPRINKLERED FACILITIES TO

BE IN ACCORDANCE WITH NFPA 1. THE MINIMUM REQUIRED FIRE FLOW PER NFPA 1 TABLE

18.4.5.2.1 IS 1500 GPM. THE FLOW AVAILABLE AT 20 PSI IS SUFFICIENT TO MEET THE BUILDING

FIRE FLOW DEMAND.

AREA

CLASSROOM 101

TOILET 102

STORAGE 103

OPEN TRAINING BAY OCCUPANTS HAVE UNOBSTRUCTED EGRESS FROM THE COVERED AREA

OCCUPANT LOAD TOTAL AREA DIFFERS FROM TOTAL BUILDING AREA DUE TO DIFFERENCE IN IBC DEFINITION OF

"AREA, BUILDING" AND "FLOOR AREA, GROSS"

2/10/2312/18/25 santinid Snapshot

X

X X

SS

W W W W W W W W W

W W

W W

W W

W

W

X X X X X X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXXXXX

STORAGE

OPENTRAININGBAYFFE: 29.5'FG: 29.0'

CLASSROOM

G

RA

VE

L

AHU

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W W

W

W

F

F F

F F

W

W

X

X X X

SS

W W W W W W W W W

W W

W W

W W

W

W

X X X X X X X

X X

X X

X X

X X

X X

X

XXXXXXXXXXXXXXXXXXXXXXX

SCALE: 1/32" = 1'-0"

CODE COMPLIANCE SITE PLAN

PLAN

NORTH

2' 4' 8' 16'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

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

12-18-2025

GI002

CODE COMPLIANCE SITE PLAN

1. OVERALL BUILDING AREA IS WITHIN IBC LIMIT WITHOUT FRONTAGE INCREASE.

2. FIRE DEPARTMENT ACCESS ROADS MUST MEET THE PROVISIONS OF NFPA 1

SECTION 18.2.3.5 IN ACCORDANCE WITH UFC-3-600-01: 9-1.3, AS OUTLINED

BELOW:

2.1. UNOBSTRUCTED WIDTH:

20 FT

THE WIDTH MAY BE REDUCED WHERE APPROVED BY THE AHJ

2.2. UNOBSTRUCTED VERTICAL CLEARANCE:

13 FT 6 IN

2.3. ROAD SURFACE:

THE ROAD MUST BE CAPABLE OF SUPPORTING THE IMPOSED LOADS

OF FIRE APPARATUS.

THE ROAD MUST HAVE AN ALL-WEATHER DRIVING SURFACE.

2.4. TURNING RADIUS:

THE TURNING RADIUS MUST MAINTAIN THE MINIMUM ROAD WIDTH

1. EXIT DISCHARGE PATH

2. FIRE HYDRANT

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO

FACILITY

4. FIRE DEPARTMENT ACCESS ROAD

5. KNOX BOX

2/10/2312/18/25 santinid Snapshot santinid Snapshot santinid Snapshot santinid Snapshot santinid Snapshot santinid Snapshot

TD/CPT = 40 FT

A.1

5 4 3 12

B

A

C

A.1

D D.1D.1

TD/CPT = 46 FT

MEDICAL TRIAGE TRAINING STATIONS

(12 TOTAL)

EACH STATION ACCOMMODATES 6

PERSONS

72 OCCUPANTS

STORAGE

CLASSROOM

TOILET

OPEN TRAINING BAY

COVERED AWNING

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

OVERALL LIFE SAFETY FLOOR PLAN

PLAN

NORTH

2' 4' 8' 16'0'

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

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

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

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

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

GI101

LIFE SAFETY PLAN

2/10/2312/18/25

FO

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S

BLDG RR633

BLDG RR635

BLDG RR637

T

CONTROL POINT:

RBC400

CONTROL POINT:

RBC401

LOOP ROAD

T

SSMH

RIM ELEV: 31.55'

6" (W) IE: 18.06'

6" (S) IE: 18.15'

TO CONTROL POINT:

RBC402

690.99' N89° 53' 50.89"W 26

23242526

18 19 20 21 22 23 24 25 26 27 28

345678

21 22 23 24 25 26 27

22 23 24 25

5 6 7

9 10

17 18 19 20

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

12-18-2025 VF100

CIVIL OVERALL EXISTING CONDITIONS

60037286

SURVEY CONTROL DATA

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING

IN SEPTEMBER 2025.

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. CONTROL POINTS:

RBC400

N: 304045.96' E: 2473462.58'

ELEV: 29.63'

RBC401

N: 304097.39' E: 2472914.20'

ELEV: 28.93'

RBC402

N: 304279.22' E: 2472390.22'

ELEV: 30.74

5. EXISTING UTILITIES SHOWN ARE A COMBINATION OF FIELD SURVEY,

ASBUILT DRAWINGS FROM THE MARCH 2022 P1219 PROJECT IN RELATION

TO BUILDINGS RR631, RR633, RR635, RR637 AND MCBCL GIS.

6. WETLANDS PER MCBCL GIS AND HAVE NOT BEEN FIELD VERIFIED.

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENT

GRAVEL ROAD

FUTURE PAVED ROAD, PART

OF ADJACENT PROJECT

FUTURE CONCRETE SIDEWALK,

PART OF ADJACENT PROJECT

WETLANDS, TYP.

WETLANDS, TYP.

1" = 50'-0" 0 50 1001 CIVIL OVERALL EXISTING CONDITIONS

PLAN

NORTH

FO FO FO FO FO FO FO FO FO

FO

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U P

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

X X

X X

X X

X X

X

W W W W W W

W W

W W

W W

W

C

CB

MW

S

CONTROL POINT:

RBC400

LOOP ROAD

18 19 20 21 22 23 24 25 26 27 28

21 22 23 24 25 26 27

22 23 24

TO CONTROL POINT:

RBC402

1,058.20' N77° 14' 24.68"W

TO CONTROL POINT:

RBC401

510.55' N84° 10' 28.13"W

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

12-18-2025 VF101

CIVIL EXISTING CONDITIONS

60037286A

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

SURVEY CONTROL DATA

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

1" = 20'-0" 0 20 401 CIVIL EXISTING CONDITIONS

PLAN

NORTH

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING

IN SEPTEMBER 2025.

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. CONTROL POINTS:

RBC400

N: 304045.96' E: 2473462.58'

ELEV: 29.63'

RBC401

N: 304097.39' E: 2472914.20'

ELEV: 28.93'

RBC402

N: 304279.22' E: 2472390.22'

ELEV: 30.74

5. EXISTING UTILITIES SHOWN ARE A COMBINATION OF FIELD SURVEY,

ASBUILT DRAWINGS FROM THE MARCH 2022 P1219 PROJECT IN RELATION

TO BUILDINGS RR631, RR633, RR635, RR637 AND MCBCL GIS.

6. WETLANDS PER MCBCL GIS AND HAVE NOT BEEN FIELD VERIFIED.

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

CIVIL GENERAL NOTES

C-001

60037287

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.

14. THERE ARE POTENTIAL JURISDICTIONAL WETLANDS IN THE

VICINITY OF THE PROJECT AREA. A MINIMUM 50-FT BUFFER SHALL

BE MAINTAINED.

EXISTING CONDITION NOTES:

1. SEE SHEETS VF100 AND VF101 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

IMMEDIATELY.

6. CONTRACTOR MUST PROVIDE TEMPORARY THRUST BLOCKS AND

TEMPORARILY CAP WATERLINES FOR SEQUENCING OF

WATERLINE DEMOLITION AND INSTALLATION OF NEW TEES AND

FITTINGS.

7. CONTRACTOR MUST SEQUENCE DEMOLITION OF STORM AND

SANITARY SEWER TO ENSURE ALL SYSTEMS REMAIN ONLINE

DURING WORK. CONTRACTOR MUST PROVIDE TEMPORARY CAPS

AND PLUGS AND BYPASS PUMPING AS REQUIRED FOR

SEQUENCING OF DEMOLITION AND NEW WORK.

8. 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.

SIGNAGE, STRIPING, AND MARKING NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PEDESTRIAN AND

VEHICULAR TRAFFIC DETOURS AND MUST USE APPROPRIATE

SIGNAGE AND BARRICADES IN ACCORDANCE WITH ALL BASE,

STATE, AND FEDERAL REQUIREMENTS.

2. ALL ROAD AND LANE CLOSURES MUST BE REQUESTED AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO CLOSING OF

ANY ROADWAYS.

3. ALL ROAD CLOSURES MUST BE SUBMITTED TO THE CONTRACTING

OFFICER A MINIMUM OF 15 DAYS PRIOR TO THE REQUIRED DATE

OF CLOSURE AND MUST INCLUDE A TRAFFIC CONTROL PLAN IN

ACCORDANCE WITH MUTCD AND EM 385-1-1.

4. ALL TRAFFIC CONTROL METHODS AND DEVICES, BOTH

TEMPORARY AND PERMANENT, MUST BE IN ACCORDANCE WITH

THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY

ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" (MUTCD), MOST RECENT EDITION AND THE NORTH

CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT).

5. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND

SYMBOLS UNLESS OTHERWISE NOTED.

6. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH

INTO INTERSECTION AREAS.

7. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS

TRANSVERSE EXPANSION JOINTS ON PORTLAND CONCRETE

PAVEMENTS UNLESS APPROVED BY THE ENGINEER.

8. CONFORM ALL SYMBOLS TO THE NCDOT STANDARDS AND

PROJECT SPECIFICATIONS AND DETAILS.

9. SEE SIGNAGE & PAVEMENT MARKINGS ON SITE PLAN AND DETAIL

SHEETS, WHERE SHOWN.

10. PAVEMENT MARKINGS MUST BE COLORED PER THE PLANS,

WHERE SHOWN. PAVEMENT MARKINGS LOCATED IN PARKING

AREAS MUST BE WATER-BASED. CROSSWALKS AND PAVEMENT

MARKINGS IN TRAFFIC AREAS MUST BE THERMOPLASTIC.

11. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE

PROJECT LIMITS THAT ARE DAMAGED DURING CONSTRUCTION

MUST BE REPAIRED OR REPLACED TO THE CONTRACTING

OFFICER'S SATISFACTION.

SIDEWALK AND PAVING NOTES:

1. COMPLY WITH THE CURRENT NCDOT STANDARDS AND

SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS

OTHERWISE NOTED.

2. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE

CONCRETE PAVEMENT ABUTS BUILDINGS, MANHOLES, INLETS,

AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED

OTHERWISE.

3. FREE CONCRETE PAVEMENT EDGES THAT ABUT GRAVEL OR

ASPHALT PAVEMENT AREAS MUST BE THICKENED.

4. CONSTRUCTION JOINTS MUST BE USED AT THE END OF EACH

DAY'S PLACING OPERATIONS AND WHEN CONCRETE PLACEMENT

IS INTERRUPTED FOR 30 MINUTES OR LONGER.

5. ODD SHAPED SLABS (WHERE L:W RATIO IS GREATER THAN 1.25)

AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS,

BOLLARDS, ETC) MUST BE REINFORCED WITH WWF (6X6-W2.1X2.1)

IN CENTER OF SLAB.

6. REFER TO PROJECT SPECIFICATIONS FOR SPACING AND

DIMENSIONS OF ALL CONSTRUCTION AND EXPANSION JOINTS.

STORMWATER AND GRADING NOTES:

1. NO INSTALLATION OF IMPERVIOUS SURFACES IN EXCESS OF 10,000

SF MUST BE DONE PRIOR TO OBTAINING APPROVAL FROM NORTH

CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ).

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.

GENERAL UTILITY NOTES:

1. ALL UTILITY MATERIALS, CONSTRUCTION, TESTING AND

WORKMANSHIP MUST CONFORM TO THE PROJECT

SPECIFICATIONS, UFC STANDARDS, AND MUST MEET OR EXCEED

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

AND CAMP LEJEUNE STANDARDS AND SPECIFICATIONS.

2. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR MUST

PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING THIS

PROJECT.

3. COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED

UTILITY ADJUSTMENTS AND/OR RELOCATIONS.

4. ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW

PIPING HAS BEEN TESTED, CERTIFIED TO UTILITY PROVIDER AND

ACCEPTED FOR SERVICE.

5. FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITY

LINES PRIOR TO THE INSTALLATION OF ANY NEW LINES.

6. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE

INSTALLATION OF UTILITIES. IF NOT, CONTRACTOR MUST ENSURE

THAT MINIMUM COVER REQUIREMENTS ARE MET AND THAT

UTILITIES ARE ADEQUATELY PROTECTED.

7. ADJUST ALL UTILITY STRUCTURE RIM ELEVATIONS AS NECESSARY

TO MATCH FINAL ELEVATIONS.

8. NOTIFY THE UTILITY PROVIDER'S INSPECTORS AND CONTRACTING

OFFICER, AND ENGINEER AT LEAST 72 HOURS BEFORE

CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY

LINE INSTALLATION.

9. NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY PROVIDER'S

INSPECTORS AND CONTRACTING OFFICER AT LEAST 15 DAYS

PRIOR TO ANY UTILITY DISRUPTIONS.

10. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL

UTILITIES. ANY DISCREPANCIES MUST BE BROUGHT TO

ENGINEER'S ATTENTION IMMEDIATELY.

11. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET,

TRANSITION, AND FITTING THAT MAY BE REQUIRED. DETERMINE

AND PROVIDE FITTINGS AND CONCRETE THRUST BLOCKS

NECESSARY FOR COMPLETION OF THE SYSTEM.

12. PROVIDE EXTERIOR CORROSION PROTECTION ON UNDERGROUND

METALLIC PIPE LINES UNLESS OTHERWISE NOTED.

13. ALL UNDERGROUND UTILITIES MUST BE INSTALLED A MINIMUM OF

5 FEET FROM NEW OR EXISTING STRUCTURES.

WATER NOTES:

1. A NCDEQ WATER EXTENSION PERMIT IS REQUIRED FOR THIS

PROJECT.

2. ALL BACKFLOW PREVENTION ASSEMBLIES AND METERS MUST BE

LOCATED WITHIN THE BUILDING MECHANICAL ROOMS UNLESS

LOCATED OTHERWISE ON PLANS.

3. MINIMUM UTILITY SEPARATIONS

SANITARY SEWER - 10-FEET (LATERALLY)

- 18-INCHES (VERTICAL - WATER

OVER SEWER)

STORM SEWER - 18-INCHES (VERTICAL)

4. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE

VERTICAL SEPARATION IS LESS THAN 18" OR WHERE WATER

PASSES UNDER SEWER, THE SEWER AND WATERMAIN MUST BOTH

BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF

THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO

JOINTS)..

5. ALL WATERLINES MUST HAVE A MINIMUM OF 36-INCHES OF COVER

FROM FINISHED GRADE, UNLESS DUCTILE IRON IS SPECIFIED.

6. ALL WATERLINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION BETWEEN UNDERGROUND POWER &

COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL

/ COMMUNICATIONS CONTRACTOR.

7. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE, THE

WATERLINE MUST MAINTAIN A MINIMUM OF 18-INCHES OF

VERTICAL SEPARATION FOR A DISTANCE OF 10' ON EACH SIDE OF

THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO

JOINTS).

8. ALL WATERLINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM GAS LINES. COORDINATE WITH SITE GAS

CONTRACTOR.

SANITARY SEWER NOTES:

1. A NCDEQ SEWER EXTENSION PERMIT IS NOT REQUIRED FOR THIS

PROJECT.

2. ALL CLEANOUT SYMBOLS SHOWN REPRESENT THE LOCATION OF

SURFACE ACCESS POINTS. CONTRACTOR MUST LOCATE WYE

APPROPRIATELY BASED ON PIPE SIZE AND PIPE DEPTH.

3. MAXIMUM DISTANCE BETWEEN CLEANOUTS ON SERVICE LINES IS

100-FEET. CLEANOUTS MUST BE PLACED AT VERTICAL AND

HORIZONTAL CHANGES OF DIRECTION.

4. MANHOLES AND CLEANOUTS LOCATED IN PAVEMENT, CONCRETE

OR OTHER TRAFFIC AREAS MUST BE SET FLUSH TO FINISHED

GRADE AND BE HEAVY-DUTY TRAFFIC RATED (HS-20).

5. MANHOLES AND CLEANOUTS IN UNPAVED AND NON-TRAFFIC

AREAS MUST BE SET 1-INCH ABOVE FINISHED GRADE.

6. ALL SEWER LINES MUST HAVE A MINIMUM OF 36-INCHES OF COVER

FROM FINISHED GRADE UNLESS DUCTILE IRON PIPE.

7. MINIMUM UTILITY SEPARATIONS:

WATER - SEE WATER NOTES

STORM SEWER - 24-INCHES (VERTICAL)

8. ALL SEWER LINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM UNDERGROUND POWER AND COMMUNICATION

LINES. COORDINATE WITH SITE ELECTRICAL/COMMUNICATION

CONTRACTOR.

9. ALL SEWER LINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM GAS LINES.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA IS MORE THAN 1.0 ACRE. A LAND

DISTURBANCE PERMIT IS 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.

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

GPM GALLONS PER MINUTE

HW HEAD WALL

IE INVERT ELEVATION

LOD LIMITS OF DISTURBANCE

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

TDH TOTAL DYNAMIC HEAD

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

ABBREVIATIONS

C-500

1DETAIL

REFERENCE

SECTION

SYMBOL LEGEND:

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAILC-500

A1

VIEW TITLE

VIEW TITLE

1 1" = 20'

SCALE

PLAN

NORTH

IDENTIFICATION

NUMBER1

SCALE

NOT TO SCALE

DETAIL TITLE

DETAIL TITLE

C-002

CIVIL LEGEND AND ABBREVIATIONS

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

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

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

XX

BUILDING

GRAVEL DRIVE/PARKING

GRAVEL ROAD

CONCRETE STRIP

ASPHALT PAVEMENT

BOLLARD

CHAIN LINK FENCE

WATER LINE

PIPE BENDS AND TEES

VALVE

SEWER FORCEMAIN

SANITARY SEWER SERVICE

PUMPSTATION AND CONTROLS

INLINE SEWER CLEANOUT

UNDERGROUND COMM LINE

UNDERGROUND POWER

DRAINAGE SWALE

YARD HYDRANT

COMMUNICATION MANHOLE

FIRE HYDRANT

STONE CHECK DAM

TEMPORARY DIVERSION SWALE

TEMPORARY SILT FENCE

SILT FENCE ROCK OUTLET

CONCRETE SPLASH BLOCK

CONTOUR

SPOT ELEVATION

TRANSFORMER

ELECTRICAL JUNCTION BOX

LIMITS OF DISTURBANCE

LEGEND: EXISTING

FEATURES:

DEMOLISHED

FEATURES:

LEGEND: PROPOSED

FEATURES:

X X

S

W

C

SS

UC

UP

OE

E

C

PP

T

SD

CB

W

P2FM

UC

UP

BUILDING

ASPHALT PAVEMENT

CONCRETE SIDEWALK

GRAVEL ROAD

FENCE

GUY WIRE(S)

BOLLARD

WATERLINE

FIRE HYDRANT

WATERLINE VALVE

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

UNDERGROUND COMM

COMM MANHOLE

COMM HAND HOLE

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

ELECTRIC MANHOLE

LIGHT POLE

POWER POLE

TRANSFORMER

GAS LINE

STORM PIPE

DROP INLET / CATCH BASIN

CONTOURS

FLARED END SECTION

WETLANDS

WOODS/VEGETATION

MONITORING WELL

LP

G

C

W U

W U

W U

SS

X X X

9.40

LOD

T

60037288

MW

P8WL

F

J

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FO FO FO FO FO FO FO FO FO FO

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UP

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P U

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U P

UP

UP

UP

UP

UP

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

X X

X X

X X

X X

X

W W W W W W

W W

W W

W W

W

C

CB

MW

S

LOOP ROAD

18 19 20 21 22 23 24 25 26 27 28

21 22 23 24 25 26 27

22 23 24

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

12-18-2025 CD100

CIVIL DEMOLITION PLAN

60037289

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. REMOVE EXISTING VEGETATION. NO CLEARING IS ALLOWED OUTSIDE OF

AREA SHOWN.

2. REMOVE AND REPAIR GRAVEL PAVEMENT FOR WATER LINE AND HYDRANT

INSTALLATION, MATCH EXISTING SECTION.

3. OPEN CUT/ PATCH ASPHALT ROAD FOR UTILITY CONNECTION, SEE SHEET

CU100.

1" = 20'-0" 0 20 401 CIVIL DEMOLITION PLAN

PLAN

NORTH

C-504

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

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

X X

X X

X X

X X

X

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W W

W W

W W

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S

LOOP ROAD

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

X X

X X

X X

X X

X

W W W W W W

W W

W W

W W

W

C

CB

MW

S

LOOP ROAD

STORAGE

OPENTRAINING BAY

FFE: 29.5'FG: 29.0'

CLASSROOM

G

RA

VE

L

AHU

X

X

X

X

X

X

X

X

X

X

X

X

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X

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C

SSCO

RIM: 28.78

C

C

C

54.1'

44.7'

56.7'

6.

3'

R50.0

R30 .0

R25.0

R25.0

2'

194.4' 192.4'

0'

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

12-18-2025 CS100

CIVIL SITE PLAN

60037290

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

1. GRAVEL PARKING/PAVEMENT

2. GRAVEL TRAINING AREA WITH CONTAINMENT CURB

(SEE ARCHITECTURAL PLANS AND DETAIL 11 ON SHEET C-504)

3. HIGH SECURITY CHAINLINK FENCE

4. DOUBLE SWING GATE

5. PEDESTRIAN GATE

6. PROTECTIVE BOLLARD

7. CONCRETE SPLASHBLOCK

8. ASPHALT PAVEMENT

9. GRAVEL DRIVEWAY

10. GRAVEL ROAD REPAIR, MATCH EXISTING SECTION AND GRADE

1" = 20'-0" 0 20 401 CIVIL SITE PLAN

PLAN

NORTH

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

TYP

C-504

C-504

C-504

C-504

C-504

TYP

C-504

TYP

C-504

C-504

C-504

C-504

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO

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UC

UC

UC

UC

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UC

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U P

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UP

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UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

U P

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X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

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

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

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X

X X

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X X

X X

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X

X

X

X

X X

X X

X

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SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W W W W W W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W

W W

W W

W W

W W W

W W

W

WW

W

C

C

C

CO

CO

CO

CO

COCO

CO

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S

S

S

S

X X

MW

S

BLDG RR633

BLDG RR635

BLDG RR637

T

LOOP ROAD

T

SSMH

RIM ELEV: 31.55'

6" (W) IE: 18.06'

6" (S) IE: 18.15'

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO

UC

UC

UC

UC

UC

UC

UC

UC

UC

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U C

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FO FO FO FO

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FO

UP

UP

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U P

UP

UP

UP

UP

UP

UP

UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

UP

UP

UP

U P

U P

UP

UP

UP UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

UP

UP

UP UP

UP

UP

UP

UP UP

UP

UP

U P

U P

U P

U P

U P

UP

UP

UP

U P

U P

U P

U P

UP

UP

U P

UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

U P

X X

X

X

X

X

X X

X X

X X

X X

X X

X X

X X

X X

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

X X

X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X

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X

X X

X

X

X

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X

X X

X X

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X

X

X

X

X X

X X

X

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SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W W W W W W W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W

W W

W W

W W

W W W

W W

W

WW

W

C

C

C

CO

CO

CO

CO

COCO

CO

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S

S

S

S

X X

MW

S

BLDG RR633

BLDG RR635

BLDG RR637

T

LOOP ROAD

T

SSMH

RIM ELEV: 31.55'

6" (W) IE: 18.06'

6" (S) IE: 18.15'

STORAGE

OPEN

TRAINING BAY

FFE: 29.5'FG: 29.0'

CLASSROOM

G

RA

VE

L

AHU

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

U P

T

J

W

C

SSCO

RIM: 28.78

U C

UC

UC

UP

UP

U P

U P

UP

UP

UP

UP

UP

UP

U P

U P

U P

C

J

P2

FM

P2FM

P2FM

P8WL

P8W L

P8W L

C

P8WL

P8WL

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM

UC

UC

UC

C

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

12-18-2025 CU100

CIVIL OVERALL UTILITY PLAN

60037291

1. 4" SEWER SERVICE WITH CLEANOUT (SCHEDULE 40 PVC).

2. PACKAGE GRINDER PUMP STATION (SIMPLEX).

3. 2" FORCEMAIN (SDR-21).

4. CONNECT TO EXISTING SEWER STRUCTURE.

5. 2" ISOLATION GATE VALVE.

6. 8" WATER LINE C900 DR-18 (MINIMUM 36" DEPTH OF COVER).

7. CONNECT TO EXISTING WATERLINE.

8. FIRE HYDRANT.

9. YARD HYDRANT.

10. TAP FOR 1-1/2" DOMESTIC WATER SERVICE.

11. 8" GATE VALVE AND PLUG FOR FUTURE EXTENSION.

12. PROTECT EXISTING FENCE TO REMAIN, EXCAVATE ON BOTH SIDES OF FENCE FOR

UTILITY INSTALLATION.

13. OPEN CUT/PATCH AS REQUIRED FOR UTILITY INSTALLATION.

14. REMOVE TREES/VEGETATION AS REQUIRED FOR UTILITY INSTALLATION.

15. PAD MOUNTED TRANSFORMER W/ PROTECTIVE BOLLARDS (SEE ELECTRICAL).

16. UTILITY CROSSING, SEE DETAIL 8 ON SHEET C-503.

17. UNDERGROUND ELECTRICAL LINE, CONNECT TO EXISTING TRANSFORMER

(SEE ELECTRICAL).

18. UNDERGROUND COMMUNICATIONS LINE (SEE ELECTRICAL SITE SHEET ES101).

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

1" = 50'-0" 0 50 1001 CIVIL OVERALL UTILITY PLAN

PLAN

NORTH

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENT

GRAVEL ROAD

FUTURE PAVED ROAD, PART

OF ADJACENT PROJECT

FUTURE CONCRETE SIDEWALK,

PART OF ADJACENT PROJECT

WETLANDS, TYP.

WETLANDS, TYP.

C-504

C-503

C-503

C-503

TYP

C-503

C-503

C-503

C-503

C-504

C-502

TYP

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

C-503

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO

FO

FO

FO

FO

FO

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FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

UP

UP

UP

UP

U

P U

P

U P

UP

UP

UP

UP

UP

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

X X

X X

X X

X X

X

W W W W W W

W W

W W

W W

W

C

CB

MW

S

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FO

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FO

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FO FO FO FO FO FO FO FO

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FO

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P U

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U P

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UP

UP

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

X X

X X

X X

X X

X

W W W W W W

W W

W W

W W

W

C

CB

MW

S

LOOP ROAD

STORAGE

OPENTRAINING BAY

FFE: 29.5'FG: 29.0'

CLASSROOM

G

RA

VE

L

AHU

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

X

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X

X

X

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U P

U P

U P

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W

W

C

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RIM: 28.78

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UC

UC

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UP

UP

U P

U P

U P

UP UP

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UP

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P2

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P2

FM

P2

FM

P2

FM

P2FM

P2FM

P2FM

P2FM

P2FM

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P8WL

P8W L

P8W L

P8W L

P8W L

P8W L

P8W L

P8W L

C

P8WL

P8 W

L

P8WL

P8WL

P8WL

P8WL

P8WL

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P2FM

P2FM

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P2FM P2FM P2FM

P2FM

P2FM

P2FM

P2FM

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C

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

12-18-2025 CU101

CIVIL UTILITY PLAN

60037291A

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

C-504

1&4

1" = 20'-0" 0 20 401 CIVIL UTILITY PLAN

PLAN

NORTH

C-504

C-503

C-503

C-503

TYP

C-503

SE

E

SH

EE

T C

U

FO

R C

O N

TI

N

U

AT

IO

N

O F

FO

R

C

EM

AI

N

C O

N N

EC

TI

O N

SEE SHEET CU100

FOR CONTINUATION OF UNDERGROUND

POWER AND WATER CONNECTION

C-503

TYP

C-503

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALKCONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

C-503

1. 4" SEWER SERVICE WITH CLEANOUT (SCHEDULE 40 PVC).

2. PACKAGE GRINDER PUMP STATION (SIMPLEX).

3. 2" FORCEMAIN (SDR-21).

4. CONNECT TO EXISTING SEWER STRUCTURE (NOT USED - SEE SHEET CU100).

5. 2" ISOLATION GATE VALVE.

6. 8" WATER LINE C900 DR-18 (MINIMUM 36" DEPTH OF COVER).

7. CONNECT TO EXISTING WATERLINE.

8. FIRE HYDRANT.

9. YARD HYDRANT.

10. TAP FOR 1-1/2" DOMESTIC WATER SERVICE.

11. 8" GATE VALVE AND PLUG FOR FUTURE EXTENSION.

12. PROTECT EXISTING FENCE TO REMAIN, EXCAVATE ON BOTH SIDES OF FENCE FOR

UTILITY INSTALLATION.

13. OPEN CUT/PATCH AS REQUIRED FOR UTILITY INSTALLATION.

14. REMOVE TREES/VEGETATION AS REQUIRED FOR UTILITY INSTALLATION.

15. PAD MOUNTED TRANSFORMER W/ PROTECTIVE BOLLARDS (SEE ELECTRICAL).

16. UTILITY CROSSING, SEE DETAIL 8 ON SHEET C-503.

17. UNDERGROUND ELECTRICAL LINE, CONNECT TO EXISTING TRANSFORMER

(SEE ELECTRICAL).

18. UNDERGROUND COMMUNICATIONS LINE (SEE ELECTRICAL SITE SHEET ES101).

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STORAGE

OPENTRAINING BAY

FFE: 29.5'FG: 29.0'

CLASSROOM

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29.25

29.25

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C

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

12-18-2025 CG100

CIVIL GRADING PLAN

60037292

1. GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

2. DRAINAGE SWALE

3. APPROXIMATE LOCATIONS OF CLIN PLANTINGS, IF GOVERNMENT

EXERCISES THE CLIN OPTION TO PROVIDE ADDITIONAL SCREENING

FOR THE PROJECT. QUANTITY AND LOCATIONS AS DIRECTED BY

CONTRACTING OFFICER. PLANTING LOCATIONS…