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 MANS

C H O W

A N

MARTIN WASHINGTON

NORTHAMPTON

CUR

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U K

T R

C

BERTIE

VANCE

CUMBERLAND

HALIFAX

ATLANTIC OCEAN

CAMP LEJEUNE

MARSOC

MARSOC COMPLEX

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IFLE R

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NC 210

SITE

MRSG DST STORAGE

FACILITY

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EXPEDITIONARY RD

FINAL

23-0033 MRSG DST STORAGE FACILITY (MARSOC)

G-001

COVER SHEET

2-22-2024

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

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

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

DISCLOSURE OF INFORMATION:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO

ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL;

OR

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF THE RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO

THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH

THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

NOT TO SCALE1 LOCATION MAP

NORTH

1" = NTS1" = NTS2 ENLARGED BASE MAP

NORTH

3BASE MAP

NORTH

60039811

MRSG DST PHASED CONSTRUCTION REQUIREMENT NOTES

MRSG DST STORAGE FACILITY

THIS PROJECT MUST BE PERFORMED IN PHASES. ALL SHUTDOWNS MUST BE COORDINATED WITH THE CONTRACTING OFFICER (ROICC). THE OVERALL SITE WILL BE OCCUPIED BY THE GOVERNMENT DURING CONSTRUCTION. THE ROICC WILL DESIGNATE A LOCATION FOR THE CONTRACTOR'S TEMPORARY

CONSTRUCTION FENCING AND ACCESS TO THE PROJECT SITE.

PHASE 1 - PRIMARY POWER

· PRIOR TO START OF DEMOLITION/CONSTRUCTION, THE NEW TRANSFORMERS, POWER POLE AND CONDUCTORS AND ALL MATERIALS REQUIRED FOR

COMPLETING THE ELECTRICAL PRIMARY POWER WORK MUST BE ON SITE.

· THE NEW POWER POLE, TRANSFORMERS AND CONDUCTORS MUST BE IN PLACE PRIOR TO ELECTRICAL SHUTDOWN FOR THE POWER SWITCHOVER. THE

OUTAGE MUST BE COORDINATED WITH THE ROICC AND MUST NOT EXCEED (4) HOURS.

PHASE 2 - DEMOLITION & CONSTRUCTION

· ALL OTHER DEMOLITION AND CONSTRUCTION MAY PROCEED.

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UPDATED/REISSUED DEC 2025

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60039811 1 COVER SHEET

G-002 60039812 2 SHEET INDEX AND GENERAL NOTES

GI001 60039813 3 LIFE SAFETY GENERAL NOTES AND LEGEND

GI101 60039814 4 LIFE SAFETY FLOOR PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 60039815 5 CIVIL EXISTING CONDITIONS

C-001 60039816 6 CIVIL GENERAL NOTES

C-002 60039817 7 CIVIL LEGEND AND ABBREVIATIONS

CD100 60039818 8 CIVIL DEMOLITION PLAN

CS100 60039819 9 CIVIL SITE PLAN

CU100 60039820 10 CIVIL UTILITY PLAN

CG100 60039821 11 CIVIL GRADING PLAN

CG101 60039822 12 CIVIL EROSION CONTROL PLAN

C-500 60039823 13 CIVIL DETAILS -1

C-501 60039824 14 CIVIL DETAILS -2

C-502 60039825 15 CIVIL DETAILS -3

C-503 60039826 16 CIVIL DETAILS -4

C-504 60039827 17 CIVIL DETAILS -5

STRUCTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

S-001 60039828 18 STRUCTURAL GENERAL NOTES

S-101 60039829 19 STRUCTURAL FOUNDATION PLAN

S-201 60039830 20 STRUCTURAL FOUNDATION SECTIONS

ARCHITECTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

A-001 60039831 21 ARCHITECTURAL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS

A-101 60039832 22 ARCHITECTURAL FLOOR PLAN

A-102 60039833 23 REFLECTED CEILING AND ROOF PLAN

A-201 60039834 24 ELEVATIONS AND SCHEDULES

A-301 60039835 25 BUILDING SECTIONS

A-302 60039836 26 WALL SECTIONS

A-401 60039837 27 TOILET PLAN & ELEVATIONS, DOOR & WINDOW SCHEDULES/

DETAILS

FIRE PROTECTION

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

FA001 60039838 28 FIRE ALARM GENERAL NOTES AND LEGEND

FA101 60039839 29 FIRE ALARM FLOOR PLAN

FA501 60039840 30 FIRE ALARM DETAILS

FA502 60039841 31 FIRE ALARM DETAILS

FX001 60039842 32 FIRE SUPPRESSION GENERAL NOTES AND LEGEND

FX101 60039843 33 FIRE SUPPRESSION FLOOR PLAN

FX501 60039844 34 FIRE SUPPRESSION DETAILS

PLUMBING

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

P-001 60039845 35 PLUMBING NOTES & LEGEND

P-101 60039846 36 FLOOR PLAN - WASTE AND VENT

P-102 60039847 37 FLOOR PLAN - WATER

P-501 60039848 38 PLUMBING DETAILS

P-601 60039849 39 PLUMBING SCHEDULES

P-701 60039850 40 PLUMBING RISERS

MECHANICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

M-001 60039851 41 MECHANICAL NOTES, LEGEND & ABBREVIATIONS

M-101 60039852 42 FLOOR PLAN - MECHANICAL

M-501 60039853 43 MECHANICAL DETAILS

M-502 60039854 44 MECHANICAL DETAILS

M-503 60039855 45 MECHANICAL DETAILS

M-601 60039856 46 MECHANICAL SCHEDULES

M-701 60039857 47 MECHANICAL CONTROLS

M-702 60039858 48 MECHANICAL CONTROLS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 60039859 49 ELECTRICAL NOTES & LEGEND

ES101 60039860 50 SITE PLAN - ELECTRICAL

ES501 60039861 51 SITE ELECTRICAL DETAILS

E-101 60039862 52 FLOOR PLAN - POWER

E-102 60039863 53 FLOOR PLAN - EQUIPMENT CONNECTIONS

E-103 60039864 54 FLOOR PLAN - LIGHTING

E-501 60039865 55 ELECTRICAL DETAILS

E-502 60039866 56 ELECTRICAL DETAILS

E-601 60039867 57 ELECTRICAL SCHEDULES

E-602 60039868 58 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

T-001 60039869 59 TELECOMMUNICATIONS NOTES & LEGEND

T-101 60039869A 60 FLOOR PLAN - TELECOMMUNICATIONS

T-501 60039869B 61 TELECOMMUNICATIONS DETAILS

T-502 60039869C 62 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 EXISTING FACILITIES 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. ANY REFRIGERANT AMOUNTS REMOVED OR INSTALLED SHALL BE DOCUMENTED AND THE INFORMATION

SHALL BE PROVIDED TO THE BASE.

6. 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.

7. 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. 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. 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, I.E. CARPET AND TILE PRIOR TO STARTING

PROJECT SO THERE WILL BE NO DIFFERENCE 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 TERMS "OWNER" & "GOVERNMENT" WILL BE CONSIDERED TO BE THE SAME/ INTERCHANGEABLE FOR

THIS PROJECT.

7. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST". ALL WORK AND MATERIALS NOTED ARE NEW

UNLESS NOTED OTHERWISE.

8. THE TERM "INSTALL" WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL COMPLETE).

G-002

SHEET INDEX AND GENERAL NOTES

2-22-2024

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

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

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

60039812

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CODE COMPLIANCE SITE PLAN

SCALE: 1" = 30'-0"A1

N

NOTES:

FAL - FIRE ACCESS LANE (W - WIDTH)

FDC - FIRE DEPARTMENT CONNECTION

FDE - FIRE DEPARTMENT ENTRANCE (AD - ACCESS DISTANCE)

FH - FIRE HYDRANT

FMCP - FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

HL - HOSE LAY DISTANCE

IPL - IMAGINARY PROPERTY LINE

PIV - POST INDICATOR VALVE

RISER - SPRINKLER RISER

30-FT - MINIMUM 30-FT FIRE SEPARATION DISTANCE

MRSG DST

STORAGE

RISER

PIV

RR468

10'

IPL

30-FT

30'

10' IPL

FA

L W

>2 0-

FT

FDC

FDE - AD = 20-FT

FMCP

FH

HL - 160-FT

0 30' 60'

FH

FH

HYDRANT FLOW TEST

PRESSURE HYDRANT

HYDRANT: 10-76-12

HYDRANT FLOW TEST

FLOW HYDRANT

HYDRANT: 10-75-12

12" WATER MAIN

12" WATER MAIN

FH

0-F

T

02-22-2024

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

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

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

4445 Corporation Ln | Suite 239 | Virginia Beach, VA 23452 O: 757-213-6856 | F: 757-687-0702 www.jensenhughes.com

Lic. No. 044409

AARON P FREIDCO

M M

ON

WE

ALTH-OF-VIRGIN

IA

PROFESSIONAL-ENG

IN

EE

R

GI001

LIFE SAFETY GENERAL

NOTES AND LEGEND

1. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 12 JUNE 2023

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

3. UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 1 JANUARY 2010

4. UFC 4-440-01 WAREHOUSES AND STORAGE FACILITIES, 1 APRIL 2019

5. IBC INTERNATIONAL BUILDING CODE, 2021

6. NFPA 1 FIRE CODE, 2024

7. NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS, 2022

8. NFPA 70 NATIONAL ELECTRICAL CODE, 2023

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

10. NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2024

11. NFPA 101 LIFE SAFETY CODE, 2024 (LSC)

12. ABA ARCHITECTURAL BARRIERS ACT

APPLICABLE BUILDING CODES

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

CONSTRUCTION TYPE

BUILDING AREA & HEIGHT

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

EXTERIOR WALLS

INTERIOR FINISH CLASSIFICATION

TRAVEL DISTANCES

CAPACITY OF EXITS

ADDITIONAL LIFE SAFETY CRITERIA

REQUIRED EXIT

CAPACITY AVAILABLE EXIT CAPACITY NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

31510 [3-34" WIDE DOORS]

FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

5 FT < FSD < 10-FT

GROUP S-1

TYPE IIB

2-HR

1-HR LEGEND

S-1 STORAGE (IBC 311.2, LSC 6.1.13.1) - ORDINARY HAZARD (LSC 42.1.5.1, 6.2.2.3)

PER IBC, THE BUILDING IS CLASSIFIED AS A GROUP S-1 OCCUPANCY.

PER LSC, THE BUILDING IS CLASSIFIED AS A STORAGE OCCUPANCY.

FIRE ALARM/MASS NOTIFICATION SYSTEM

WET-PIPE SPRINKLER SYSTEM

TYPE IIB

BASED ON S-1 USE GROUP:

ALLOWABLE ACTUAL

ALLOWABLE AREA PER TABLE (IBC TABLE 506.2): 70,000-SF 6,000-SF

ALLOWABLE STORIES (IBC TABLE 504.4): 1-STORY 1-STORY

ALLOWABLE HEIGHT (IBC TABLE 504.3): 75-FT 24-FT

(IBC TABLE 601, TYPE IIB CONSTRUCTION)

REQUIRED PROVIDED

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

BEARING WALLS, EXTERIOR 0-HR 0-HR

BEARING WALLS, INTERIOR 0-HR 0-HR

NON-BEARING WALLS, EXTERIOR* 0-HR 0-HR

NON-BEARING WALLS, INTERIOR** 0-HR 0-HR

FLOOR CONSTRUCTION 0-HR 0-HR

ROOF CONSTRUCTION 0-HR 0-HR

*BASED ON IBC TABLE 705.5 FOR A FIRE SEPARATION DISTANCE OF 30-FT OR MORE

**MINIMUM RATING PER CONSTRUCTION TYPE

EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE

LIMITS (BASED ON SPRINKLERED STORAGE OCCUPANCY):

REQUIRED PROVIDED

EXITS (TABLE A.10.2.2) MINIMUM CLASS C MINIMUM CLASS C

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

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

REQUIRED PROVIDED

COMMON PATH OF TRAVEL (LSC TABLE A.7.6) ASSEMBLY: 100-FT 79-FT

DEAD END CORRIDOR (LSC TABLE A.7.6) ASSEMBLY: 100-FT 79-FT

EXIT ACCESS TRAVEL (LSC TABLE A.7.6) ASSEMBLY: 400-FT -

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

NUMBER OF EXITS (LSC 7.4)

2 FOR OCCUPANT LOADS LESS THAN 500

1 FOR TRAVEL DISTANCES LESS THAN THE COMMON PATH OF TRAVEL LIMITATION (LSC 42.2.4.1(2))

ALL MEANS OF EGRESS ARE REQUIRED TO BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 42.2.8.1).

EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 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 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 ARE NOT REQUIRED IN STORAGE OCCUPANCIES. (LSC 42.3.5)

TD = XX FT

CP = 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

FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

KNOX BOX

THE DISTANCE BETWEEN THE STORAGE FACILITY AND BUILDING RR468 IS MORE THAN 20-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE STORAGE FACILITY TO THE IMAGINARY LOT LINE AND MORE THAN 10-FT FROM THE IMAGINARY LOT LINE TO BUILDING RR468. THE DISTANCE BETWEEN THE STORAGE FACILITY AND THE REMAINING ADJACENT BUILDINGS IS GREATER THAN 40-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 10-FT FROM THE STORAGE FACILITY TO THE IMAGINARY LOT LINE AND MORE THAN 30-FT FROM THE IMAGINARY LOT LINE TO THE NEXT NEAREST BUILDING. THERE IS NO FIRE RESISTANCE RATING REQUIRED FOR THE EXTERIOR WALLS

OF THE STORAGE FACILITY BASED ON THE FIRE SEPARATION DISTANCE.

FSD > 10 FT

MEANS OF EGRESS

OCCUPANT LOADS (LSC TABLE 7.3.1.2, UFC 3-600-01 TABLE 10-1)

STORAGE MAXIMUM PROBABLE

BUSINESS 150-SF/PERSON

AREA USE

APPROX.

AREA

(SF)

OCCUPANT

LOAD FACTOR

(SF/PERSON)

OCCUPANT

LOAD

(PERSONS)

BUSINESS 55TOILET

TOTAL

BAY 3 5MAX PROBABLESTORAGE

STORAGE 1,746BAY 1 5MAX PROBABLE

STORAGE 1,887BAY 2 5MAX PROBABLE

0-HR

KNOX BOX REQUIREMENTS

SEE SHEET GI101 FOR KNOX BOX LOCATION

KNOX BOX MUST BE MOUNTED 5-FT ABOVE THE ADJACENT WALKING SURFACE.

CONTACT BASE FIRE DEPARTMENT FOR KNOX BOX ORDER FORM.

1,825 5,513 -

PROVIDED

0-HR

B

C

D

A

1 42 3 5

1 42 3 5

101 102 103

BAY 1 BAY 2 BAY 3

TOILET

TD

/C

P

F

T

TD

/C

P

F

T

TD

/C

P

F

T

02-22-2024

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

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

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

4445 Corporation Ln | Suite 239 | Virginia Beach, VA 23452 O: 757-213-6856 | F: 757-687-0702 www.jensenhughes.com

Lic. No. 044409

AARON P FREIDCO

M M

ON

WE

ALTH-OF-VIRGIN

IA

PROFESSIONAL-ENG

IN

EE

R

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

LIFE SAFETY FLOOR PLAN

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GI101

LIFE SAFETY FLOOR PLAN

PLAN

NORTH

UC UC UC UC UC UC UC

U C

U C

U C

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U C

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U C

UC

UC UC UC UC UC UC UC UC UC UC UC UC

UC UC

UC

UC UC UC

U C

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UC UC UC UC UC UC

UC UC UC UC UC UC UC UC UC UC UC UC UC

U C

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C

C C

C

C

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE OE OE OE OE OE OE

U P

UP

UP

UP

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UP

UP

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U P

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PUP UP UP UP UP UP

UP

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O E

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SS

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FM

FM

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FM

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FM

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CO

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T

X X X X

XXXXXX

X X

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XXXXXXXXXXXXXXXXXXXXXX

X X

X

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X

X

XXXX

W U W U

W U W U

W U

W UWU

WU

WU

WU

WU

WU

X X

X X

X X

CB

DD

W W

W W

W

W W W W

W

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W

BUILDING

RR468

BUILDING

RR467

CB

50'

WETLAND BUFFER

XXXXXXXXX

SD

SD

SD

SD

SD

SDSDSDSDSDSDSDSDSD

.0

40.0

.0

42.0

43.0

44.0

45.0

46.0

U P

U P

U P

U P

U P

C

35.0

40.0

45.0

36.037.0

38.0 39.0

41.0 42.0

43.0 44.0

46.0

47.0

48.0

SDMH

RIM: 46.96'

IE: 42.86'

CATCH BASIN

RIM: 46.59'

IE(N): 41.58

IE (E): 41.95'

IE (S): 41.94'

LIFT STATION SRR468A

RIM: 48.04'

IE IN (N): 45.6'

IE IN (E): 45.49'

IE OUT (W): 44.82'

POWER POLE

(TYP.)

ELECTRICAL

HAND HOLE

COMMS

MANHOLE

(TYP.)

UC UC UC UC UC

WU

WU

WU

WU

WU

W U

W U W U

W U W U

WOODED AREA

C S

TR

EE

T

NAILSET: 300

NAILSET: 301

VF100

CIVIL EXISTING CONDITIONS

2-22-2024

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

SURVEY NOTES

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

1 CIVIL EXISTING CONDITIONS

1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE

FEAR ENGINEERING SEPTEMBER 2023.

2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH

CAROLINA VIRTUAL REFERENCE STATION (VRS) SYSTEM.

3. HORIZONTAL DATUM IS NAD '83 (2011) AND ELEVATIONS

ARE BASED ON NAVD '88 VERTICAL DATUM.

4. UNDERGROUND UTILITIES LOCATED BY CAPE FEAR

ENGINEERING USING A COMBINATION OF GPR, LOCATING

EQUIPMENT, AND VISIBLE PHYSICAL EVIDENCE.

5. CONTROL POINTS:

300 NAIL

N: 305334.4629 E: 2466077.7636

ELEVATION: 44.1686

301 NAIL

N: 305335.1866 E: 2466351.3167

ELEVATION: 35.3423

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

LEGENDS, AND ABBREVIATIONS.

60039815

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SYM

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DATE

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APPROVED

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REVISIONS

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SATISFACTORY TO: DATE

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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SUBMITTED BY:

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DR.

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CHK.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SCALE:

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SIZE

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SPEC.

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CODE IDENT. NO

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NAVFAC DRAWING NO.

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SHEET OF

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FINAL

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J. FRANKLIN ORR, PE

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DESCRIPTION

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23-0033 MRSG DST STORAGE

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FACILITY (MARSOC)

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NOTED

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MKM

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ELB

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MTH

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MKM

bryantw Snapshot

C-001

CIVIL GENERAL NOTES

2-22-2024

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

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

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

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. 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 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). 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.

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.

14. ALL EXISTING TELECOM INFRASTRUCTURE ABOARD CLNC/NRAS IS TO BE

MAINTAINED BY GOVERNMENT PERSONNEL ONLY.

WATER NOTES:

1. A NCDEQ WATER EXTENSION PERMIT IS NOT 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 LESS THAN 1.0 ACRES. 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.

SEQUENCE OF LAND DISTURBANCE:

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

WORK.

2. DETERMINE AND MARK LIMITS OF DISTURBANCE.

3. INSTALL INLET PROTECTION ON EXISTING STORMDRAIN INLETS.

4. BRING SITE TO FINAL GRADE. SPREAD STOCKPILED TOPSOIL OVER DISTURBED

AREAS AFTER VERTICAL CONSTRUCTION IS COMPLETE.

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 AS

REQUIRED 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.

7. CONTRACTOR IS RESPONSIBLE FOR TRANSPORTING SEDIMENT OFFSITE AND

DISPOSING OF SEDIMENT IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

REGULATIONS.

60039816

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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23-0033 MRSG DST STORAGE

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FACILITY (MARSOC)

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C-002

CIVIL LEGEND AND ABBREVIATIONS

2-22-2024

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

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

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

ABBREVIATIONSSYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE 1

VIEW TITLE

DETAIL TITLE

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

A1

C-500

XX

BUILDING

ASPHALT PAVEMENT

CONCRETE SIDEWALK

CONCRETE PAVEMENT

BOLLARD

CHAIN LINK FENCE

WATER LINE

PIPE BENDS AND TEES

WATERLINE VALVE

SANITARY SEWER LINE

SANITARY SEWER CLEANOUT

UNDERGROUND COMM LINE

UNDERGROUND POWER

STORMDRAIN PIPE

STORMDRAIN INLET

SPLASH BLOCK

PROPOSED CONTOURS

SPOT ELEVATIONS

INLET PROTECTION

COMMUNICATION MANHOLE

SOD

LIMITS OF DISTURBANCE (LOD)

TRANSFORMER

TEMP. SILT FENCE

TEMP. CONST. ENTRANCE

VAPOR BARRIER

#57 STONE BASE

VAPOR DUCT

FIRE SERVICE

LEGEND: EXISTING

FEATURES:

DEMOLISHED

FEATURES:

LEGEND: PROPOSED

FEATURES:

X X

S

W

H

SS

UC

UP

OE

E

C

PP

T

SD

CB

40.0

W

SS

UC

UP

SD

9.409.70EX

BUILDING

ASPHALT PAVEMENT

CONCRETE SIDEWALK

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

CONTROL DATA

SCALE

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

HD HEAVY DUTY

HW HEAD WALL

IE INVERT ELEVATION

JB JUNCTION BOX

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

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

VIMS VAPOR INTRUSION MITIGATION SYSTEM

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

LP

CO

40.0

G

1 VIEW TITLE

1" = 20'

PLAN

NORTH

C

LOD

T

X X

F

60039817

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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SUBMITTED BY:

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DR.

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SCALE:

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CODE IDENT. NO

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FINAL

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J. FRANKLIN ORR, PE

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DESCRIPTION

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23-0033 MRSG DST STORAGE

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FACILITY (MARSOC)

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NOTED

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MKM

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ELB

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MTH

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C

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UC UC

UC

UC UC UC

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U C

U C

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UC UC UC UC UC UC

UC UC UC UC UC UC UC UC UC UC UC UC UC

U C

U C

U C

U C

U C

U C

U C

U C

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U C

U C

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UCUCUC

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OE

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OE

OE

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U P

U P

U P

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PUP UP UP UP UP UP

UP

U P

U P

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

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O E

O E

O E

O E

U P

U P

U P

U P

U P

U P

U P

U P

U P

E

E

SS

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SS SS SS SS SS SS SS SS SS

SS SS SS SS

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SS

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S

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CO

CO

CO

CO

CO

CO

CO

T

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X X

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X X

X

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X

X X

X X

X X

X X

X

X

XXXX

X X

X X

X

W U W U

W U W U

W U

W UWU

WU

WU

WU

WU

WU

X X

X X

X X

CB

DD

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

BUILDING

RR468

BUILDING

RR467

CB

50'

WETLAND BUFFER

XXXXXXXXX

SD

SD

SD

SD

SD

SDSDSDSDSDSDSDSD

.0

40.0

.0

42.0

43.0

44.0

45.0

46.0

U P

U P

U P

U P

U P

C

35.0

40.0

45.0

36.037.0

38.0 39.0

41.0 42.0

43.0 44.0

46.0

47.0

48.0

SDMH

RIM: 46.96'

IE: 42.86'

CATCH BASIN

RIM: 46.59'

IE(N): 41.58

IE (E): 41.95'

IE (S): 41.94'

LIFT STATION SRR468A

RIM: 48.04'

IE IN (N): 45.6'

IE IN (E): 45.49'

IE OUT (W): 44.82'

POWER POLE

(TYP.)

ELECTRICAL

HAND HOLE

COMMS

MANHOLE

(TYP.)

UC UC UC UC UC

WU

WU

WU

W U W U

WOODED AREA

C S

TR

EE

T

TYP

3 2

TYPTYP

+/- .06 ACRES

TYP

TYP

CD100

CIVIL DEMOLITION PLAN

2-22-2024

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

1 CIVIL DEMOLITION PLAN

1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

1. PREVIOUSLY FILLED WETLANDS AND ASSOCIATED

WETLAND BUFFER.

2. REMOVE EXISTING CHAIN LINK FENCE.

3. REMOVE EXISTING UNDERGROUND POWER.

4. REMOVE EXISTING POWER POLE.

5. REMOVE EXISTING OVERHEAD POWER.

6. REMOVE AND PROTECT FOR REINSTALLATION LIGHT

POLE.

7. OPEN CUT/PATCH CONCRETE DRIVE FOR UTILITY

CONNECTIONS.

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

LEGENDS, AND ABBREVIATIONS.

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

LEGENDS, AND ABBREVIATIONS.

60039818

±135'

±95'

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DATE

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APPROVED

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REVISIONS

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SATISFACTORY TO: DATE

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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SUBMITTED BY:

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DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DES.

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

CONST. CONTR.

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SCALE:

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SIZE

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SPEC.

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CODE IDENT. NO

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NAVFAC DRAWING NO.

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SHEET OF

AutoCAD SHX Text

FINAL

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J. FRANKLIN ORR, PE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

23-0033 MRSG DST STORAGE

AutoCAD SHX Text

FACILITY (MARSOC)

AutoCAD SHX Text

AutoCAD SHX Text 05-23-0033

AutoCAD SHX Text

NOTED

AutoCAD SHX Text

MKM

AutoCAD SHX Text

ELB

AutoCAD SHX Text

MTH

AutoCAD SHX Text

MKM

C

C

C

OE OE OE OE OE OE OE

O E

O E

O E

O E

O E

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O E

O E

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O E

O E

O E

O E

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O E

O E

O E

O E

O E

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S

S

S

S

CO

CO

CO

CO

CO

CO

CO

CO

T

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X X

X X

X X

X X

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XXXXXXXXXXXXXXXXXXXXX

X X

X

X X

X X

X

X X

X X

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X X

X

X

XXXX

X X

X X

X

CB

DD

BUILDING

RR468

BUILDING

RR467

CB

50'

WETLAND BUFFER

C

SDMH

RIM: 46.96'

IE: 42.86'

CATCH BASIN

RIM: 46.59'

IE(N): 41.58

IE (E): 41.95'

IE (S): 41.94'

LIFT STATION SRR468A

RIM: 48.04'

IE IN (N): 45.6'

IE IN (E): 45.49'

IE OUT (W): 44.82'

WU

WU

WU

W U W U

WU

WU

WU

W U W U

WOODED AREA

C S

TR

EE

T

TYP

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

X X

X X

X X

X X

MRSG DST

STORAGE

FACILITY

FFE: 47.38

60'±

100'±

95'±

135'±

34'

UC

UC

UC UC UC UC UC UC UC UC

U C

FH

UC UC UC

DD

20'

INNER

CLEAR

ZONE

(TYP.)

10'

OUTER

CLEAR

ZONE (TYP.)

C-503

C-500

C-500

C-500

TYP

C-502

TYP

TYP

TYP

CS100

CIVIL SITE PLAN

2-22-2024

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

CIVIL SITE PLAN

1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

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

LEGENDS, AND ABBREVIATIONS.

1. CONCRETE DRIVEWAY

2. OPEN CUT/PATCH EXISTING DRIVEWAY

3. HIGH SECURITY CHAIN LINK FENCE

4. CONCRETE MECHANICAL PAD

5. CONCRETE PROTECTIVE BOLLARD

6. CONCRETE SPLASHBLOCK

7. STORMWATER FLARED END SECTION

8. FIRE HYDRANT

9. POWER POLE

10. INSTALL LIGHT POLE (RELOCATED)

11. STORMWATER JUNCTION BOX

12. CLEAR ZONE LINES

60039819

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UC UC UC UC UC UC UC UC UC UC UC UC UC

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FM

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FM

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SS

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SS

SS

SS

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T

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X X

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X X

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X

CB

DD

W W

W W

W

W W W W

W

W W

W

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W W

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W W

W W

W W

W

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W

W

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W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W W

W

BUILDING

RR468

BUILDING

RR467

CB

50'

WETLAND BUFFER

SD

SD

SD

SD

SD

SDSDSDSDSDSDSDSD

U P

U P

U P

U P

U P

C

SDMH

RIM: 46.96'

IE: 42.86'

CATCH BASIN

RIM: 46.59'

IE(N): 41.58

IE (E): 41.95'

IE (S): 41.94'

LIFT STATION SRR468A

RIM: 48.04'

IE IN (N): 45.6'

IE IN (E): 45.49'

IE OUT (W): 44.82'

WU

WU

WU

W U W U

WU

WU

WU

W U W U

WOODED AREA

C S

TR

EE

T

TYP

C-501

2 1

TYP

TYP

C-501

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

X X

X X

X X

X X

OE OE OE OE OE OE

OE

OE

OE

OE

F F F F

SS SS SS

SS

MRSG DST

STORAGE

FACILITY

FFE: 47.38

W W W W

F F F F F

UC

UC

UC UC UC UC UC UC UC UC

C

U C

U G

E

UGE

UGE

UGE

UGE

FH

UGE UGE UGE UGE UGE

SSCO #1

RIM ±47.15

IE ±45.75

SSCO #3

RIM ±47.60

IE ±45.43

±30 LF OF 4" PVC

@ 1.05% SLOPE

±105 LF OF 4" PVC

@ 1.05% SLOPE

IE ±44.33

UC UC UC

DD

TYP

TYP

TYP

C-501

C-501

CU100

CIVIL UTILITY PLAN

2-22-2024

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

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

CIVIL UTILITY PLAN

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

LEGENDS, AND ABBREVIATIONS.

1. CONNECT TO EXISTING WATERLINE, INSTALL FITTINGS.

2. WATER GATE VALVE (SIZE VARIES)

3. DOMESTIC WATER METER AND BACKFLOW PREVENTER LOCATED INSIDE

BUILDING.

4. DOMESTIC WATER SERVICE. (1.5" PVC)

5. TIE DOMESTIC WATER SERVICE TO BUILDING PLUMBING.

6. FIRE LINE (12" DR18 C900)

7. POST INDICATOR VALVE (PIV) WITH PROTECTIVE CONCRETE SLAB, MIN. 24'

FROM BUILDING.

8. WALL MOUNTED FIRE DEPARTMENT CONNECTION (FDC)

9. TIE FIRE LINE TO BUILDING SPRINKLER SYSYTEM.

10. CONNECT TO EXISTING SANITARY SEWER SERVICE.

11. SANITARY SEWER SERVICE (4" PVC @ 1.05% MIN SLOPE)

12. SANITARY SEWER CLEANOUT

13. TIE SANITARY SEWER SERVICE TO BUILDING.

14. NEW/RELOCATED POWER POLE

15. NEW/RELOCATED OVERHEAD ELECTRIC

16. TIE UNDERGROUND ELECTRIC TO BUILDING.

17. TIE UNDERGROUND COMMUNICATIONS TO BUILDING.

18. FIRE HYDRANT

19. TIE UNDERGROUND ELECTRIC TO LIGHTPOLE.

60039820 1 1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

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RR468

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50'

WETLAND BUFFER

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