N4008522B0049 DRWGS.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 GEIGER

BASE MAP

FC332

NEW RIVER

HADNOT

POINT

MAR

IN

ES

R

OAD

HO

LO

CO

M

B

BLVD

U S

R O

U

TE

NC ROUTE 24

CAMP GEIGER

CHAPEL (TC601)

NC HWY 53

CAMP GEIGER

CHAPEL (TC601)

8TH STREET

7TH STREET

6TH STREET

5TH STREET

4TH STREET

C H

U R

C H

S

TR

EE

T

A

ST

R

EE

T

C S

TR

EE

T

D S

TR

EE

T

E

ST

R

EE

T

F

ST

R

EE

T

G S

TR

EE

T

9TH STREET

NOT TO SCALE1 LOCATION MAP

NORTH

1" = NTS1" = 600 FEET2 ENLARGED BASE MAP

NORTH

3BASE MAP

NORTH

CAMP LEJEUNE

HOME OF

EXPEDITIONARY

FORCES IN READINESS

FINAL

TC601 REPAIR BY REPLACEMENT

CAMP GEIGER CHAPEL

G-001

COVER SHEET

06-08-2023

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.

60039043

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60039043 1 COVER SHEET

G-002 60039044 2 SHEET INDEX AND GENERAL NOTES

GI001 60039045 3 CODE SUMMARY

GI002 60039046 4 CODE COMPLIANCE SITE PLAN

GI101 60039047 5 LIFE SAFETY PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 60039048 6 CIVIL EXISTING CONDITIONS

C-001 60039049 7 CIVIL GENERAL NOTES

C-002 60039050 8 CIVIL LEGEND AND ABBREVIATIONS

CD100 60039051 9 CIVIL DEMOLITION PLAN

CS100 60039052 10 CIVIL SITE PLAN

CU100 60039053 11 CIVIL UTILITY PLAN

CG100 60039054 12 CIVIL DRAINAGE AND EROSION CONTROL PLAN

C-500 60039055 13 CIVIL DETAILS

C-501 60039056 14 CIVIL DETAILS

STRUCTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

S-001 60039057 15 GENERAL NOTES

S-101 60039058 16 SLAB AND FOUNDATION PLAN

S-102 60039059 17 ROOF FRAMING PLAN

S-201 60039060 18 GABLE, SHEAR AND PANEL WALL ELEVATIONS

S-202 60039061 19 SHEAR AND PANEL WALL ELEVATIONS

S-301 60039062 20 SECTIONS

S-302 60039063 21 SECTIONS

S-501 60039064 22 TYPICAL DETAILS

S-502 60039065 23 TYPICAL DETAILS

ARCHITECTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

A-101 60039066 24 FLOOR PLAN

A-102 60039067 25 DIMENSION FLOOR PLAN

A-103 60039068 26 FURNITURE FLOOR PLAN

A-104 60039069 27 CEILING PLAN

A-105 60039070 28 ROOF PLAN

A-201 60039071 29 ELEVATIONS

A-202 60039072 30 ELEVATIONS

A-301 60039073 31 GENERAL SECTIONS

A-302 60039074 32 GENERAL SECTIONS

A-303 60039075 33 GENERAL SECTIONS

A-304 60039076 34 GENERAL SECTIONS

A-305 60039077 35 GENERAL SECTIONS

A-401 60039078 36 ENLARGED PLANS AND ELEVATIONS

A-402 60039079 37 CASEWORK ELEVATIONS

A-501 60039080 38 DETAIL SECTIONS

A-502 60039081 39 DETAIL SECTIONS

A-503 60039082 40 DETAIL SECTIONS

A-504 60039083 41 DETAIL SECTIONS

A-505 60039084 42 DETAIL SECTIONS

A-506 60039085 43 DETAIL SECTIONS

A-507 60039086 44 DETAIL SECTIONS

A-508 60039087 45 DETAIL SECTIONS

A-601 60039088 46 DOOR SCHEDULES

A-602 60039089 47 FINISH SCHEDULES AND DETAILS

FIRE PROTECTION

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

FA001 60039090 48 FIRE ALARM LEGEND

FA101 60039091 49 FIRE ALARM FLOOR PLAN

FA501 60039092 50 FIRE ALARM DETAILS

FX001 60039093 51 FIRE SUPPRESSION LEGEND

FX101 60039094 52 FIRE SPRINKLER FLOOR PLAN

FX501 60039095 53 FIRE SUPPRESSION DETAILS

PLUMBING

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

P-001 60039096 54 PLUMBING ABBREVIATIONS, LOADS, LEGEND, AND SCHEDULE

PS101 60039097 55 PLUMBING SANITARY OVERALL FLOOR PLAN

PS401 60039098 56 PLUMBING SANITARY WASTE-VENT ENLARGED FLOOR PLANS

PW101 60039099 57 PLUMBING DOMESTIC WATER OVERALL FLOOR PLAN

PW401 60039100 58 PLUMBING DOMESTIC WATER FIRST ENLARGED FLOOR PLAN

PG101 60039101 59 PLUMBING GAS PIPING ENLARGED FLOOR PLAN

P-501 60039102 60 PLUMBING DETAILS

P-601 60039103 61 PLUMBING RISER DIAGRAMS

INDEX OF DRAWINGS

MECHANICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

M-001 60039104 62 MECHANICAL NOTES, LEGENDS AND ABBREVIATIONS

MH101 60039105 63 MECHANICAL HVAC FLOOR PLAN

MH401 60039106 64 MECHANICAL HVAC ENLARGED FLOOR PLANS

MP101 60039107 65 MECHANICAL PIPING FLOOR PLAN

MP401 60039108 66 MECHANICAL ENLARGED PIPING FLOOR PLANS

M-501 60039109 67 MECHANICAL DETAILS

M-502 60039110 68 MECHANICAL DETAILS

M-601 60039111 69 MECHANICAL SCHEDULES

M-602 60039112 70 MECHANICAL SCHEDULES

M-701 60039113 71 MECHANICAL RISER DIAGRAM

M-801 60039114 72 MECHANICAL CONTROLS

M-802 60039115 73 MECHANICAL CONTROLS

M-803 60039116 74 MECHANICAL CONTROLS

M-804 60039117 75 MECHANICAL CONTROLS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 60039118 76 ELECTRICAL LEGEND AND ABBREVIATIONS

E-002 60039119 77 ELECTRICAL GENERAL AND DEMOLITION NOTES

ES100 60039120 78 ELECTRICAL SITE PLAN

EP101 60039121 79 ELECTRICAL POWER FLOOR PLAN

EP102 60039122 80 ELECTRICAL GROUNDING AND LIGHTNING PROTECTION

EL101 60039123 81 ELECTRICAL LIGHTING FLOOR PLAN

EL102 60039124 82 ELECTRICAL PHOTOMETRIC PLAN

E-501 60039125 83 ELECTRICAL DETAILS

E-502 60039126 84 ELECTRICAL TELECOM DETAILS

E-503 60039127 85 ELECTRICAL POLE AND TRANSFORMER DETAILS

E-504 60039128 86 ELECTRICAL POLE DETAILS

E-505 60039128A 87 ELECTRICAL LIGHTING PLATES

E-506 60039128B 88 ELECTRICAL LIGHTING PLATES

E-601 60039128C 89 ELECTRICAL RISER, SCHEDULES AND DETAILS

E-602 60039128D 90 ELECTRICAL LIGHTING FIXTURE SCHEDULE

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.

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

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

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

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

06-08-2023 G-002

SHEET INDEX AND GENERAL NOTES

60039044

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 13 INSTALLATION OF SPRINKLER SYSTEMS, 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

ADDITIONAL LIFE SAFETY CRITERIA

REQUIRED EXIT

CAPACITY AVAILABLE EXIT CAPACITY NUMBER OF EXITS

REQUIRED

NUMBER OF EXITS

PROVIDED

431,190 [1-34" WIDE DOOR, 3-68" WIDE DOORS]

FIRE SEPARATION DISTANCE (FSD)

FSD < 5-FT

5 FT < FSD < 10-FT

GROUP A-3

TYPE III-B

1-HR

1-HR LEGEND

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 A GROUP A-3 OCCUPANCY.

PER LSC, THE BUILDING IS CLASSIFIED AS AN ASSEMBLY OCCUPANCY.

EMERGENCY VOICE FIRE ALARM & MASS NOTIFICATION SYSTEM

WET-PIPE SPRINKLER SYSTEM

TYPE III-B

BASED ON A-3 USE GROUP:

ALLOWABLE AREA PER TABLE (IBC TABLE 506.2): 38,000-SF

ALLOWABLE STORIES (IBC TABLE 504.4): 1-STORY

ALLOWABLE HEIGHT (IBC TABLE 504.3): 75-FT

TOTAL BUILDING AREA: 8,465-SF

TOTAL BUILDING HEIGHT: 1-STORY/35-FT

(IBC TABLE 601, TYPE III-B CONSTRUCTION)

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

BEARING WALLS, EXTERIOR 2-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 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 ASSEMBLY OCCUPANCY):

EXITS (TABLE A.10.2.2) MINIMUM CLASS B

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

OTHER SPACES (TABLE A.10.2.2) MINIMUM CLASS C

COMMON PATH OF TRAVEL (LSC TABLE A.7.6) ASSEMBLY: 20* FT

*75 FEET WHERE OCCUPANT LOAD IS LESS THAN 50

DEAD END CORRIDOR (LSC TABLE A.7.6) ASSEMBLY: 20 FT

EXIT ACCESS TRAVEL (LSC TABLE A.7.6) ASSEMBLY: 250 FT

CAPACITY OF EXITS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

NUMBER OF EXITS (LSC 7.4)

3 FOR OCCUPANT LOADS BETWEEN 500 AND 1000

MINIMUM AISLE WIDTH BETWEEN ROWS OF SEATING (12.2.5.7.2)

12-INCHES

ALL MEANS OF EGRESS ARE REQUIRED TO BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 12.2.8).

EMERGENCY LIGHTING SYSTEMS MUST BE PROVIDED IN ACCORDANCE WITH LSC 7.9.2.1 & 7.9.2.2 (LSC 12.2.9.1).

MEANS OF EGRESS MUST BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 10-2 (LSC 12.2.10). 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 ASSEMBLY OCCUPANCIES. (LSC 12.3.5)

RESIDENTIAL RANGE TOP EXTINGUISHING SYSTEMS ARE NOT REQUIRED IN SPRINKLERED AREAS (UFC 3-600-01 4-19.2.2.1)

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

FIRE ALARM/MASS NOTIFICATION CONTROL PANEL

KNOX BOX

THE DISTANCE BETWEEN THE CHAPEL AND THE CLOSEST BUILDING IS MORE THAN 60-FT, WHICH PROVIDES A FIRE SEPARATION DISTANCE OF AT LEAST 30-FT FROM THE CHAPEL 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 CHAPEL ARE NOT REQUIRED TO BE RATED.

30 FT < FSD

1-HR

MEANS OF EGRESS

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

ASSEMBLY USE: BENCH-TYPE SEATING 18 LINEAR INCHES PER PERSON

ASSEMBLY USE: FIXED SEATING NUMBER OF FIXED SEATS

ASSEMBLY USE: CONCENTRATED USE 7-SF/PERSON (NET)

ASSEMBLY USE: LESS CONCENTRATED USE 15-SF/PERSON (NET)

MEP SPACE 500-SF/PERSON

AREA USE

APPROX. AREA

(SF)

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT LOAD

(PERSONS)

CONC. ASSEMBLY 223NARTHEX 101

TOTAL

I.T. ROOM 107A 85 1500MEP

LESS CONC. ASSEMBLY 177PRAYER ROOM 106 1215

LESS CONC. ASSEMBLY 85ADMIN OFFICE 107* 615

* SPACE ALSO USED AS A CONFESSIONAL AND CRY ROOM

** OCCUPANT LOAD INCREASED TO ANTICIPATED OCCUPANT LOAD

BENCH-TYPE SEATING 6,636 INCHESNAVE 108, S. TRANSEPT 110 369

BAND PLATFORM 112 260 1815LESS CONC. ASSEMBLY

18 INCHES/PERSON

LESS CONC. ASSEMBLY 916SANCTUARY 109 6215

FIXED SEATING --N. TRANSEPT 111 & BAND SEATING 43NUMBER OF SEATS

LESS CONC. ASSEMBLY 150SACRISTY 117 1015

MEP 324MECH 126 1500

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

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

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

NOT FOR

CONSTRUCTION

06-08-2023

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

LESS CONC. ASSEMBLY 38SOUND BOOTH 114 315

MEP 89RISER ROOM 115 1500

STORAGE 79STORAGE 116 1500

LESS CONC. ASSEMBLY 868FELLOWSHIP 120 70**15

10 FT < FSD < 30-FT

0-HR

KNOX BOX REQUIREMENTS

SEE SHEETS GI002 AND 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.

6/8/23

T

E

C H

U R

C H

S T

A

ST

7TH ST

6TH ST

S

CB

WV

T

G

W

BUILDING

G618

G G G G G G G G G G G G G G

G G G G G G G

G G

W W

W W

W

W W

W W

W W

W

W W

W

W

W

CB

CB

CB

BUILDING

G619

STORMWATER

POND

CAMP GEIGER CHAPEL

BUILDING

TC601

FFE: 21.74'

CAMP GEIGER CHAPEL

BUILDING

TC601

FFE: 21.74'

P2WL P2WL P2WL P2WL P2WLP6WL P6WL P6WL P6WL

F F F F F

C

C

62'-2"

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.

GI002

CODE COMPLIANCE SITE PLAN

SHEET NOTES:

1. OVERALL BUILDING AREA IS WITHIN IBC LIMIT WITHOUT

FRONTAGE INCREASE.

KEY NOTES:

1. EXIT DISCHARGE PATH

2. FIRE HYDRANT

3. INTENDED FIRE DEPARTMENT MAIN ENTRANCE TO

FACILITY

4. FIRE DEPARTMENT ACCESS ROAD

5. KNOX BOX

6. FIRE DEPARTMENT CONNECTION

7. POST INDICATOR VALVE

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:

1. UNOBSTRUCTED WIDTH:

20 FT

THE WIDTH MAY BE REDUCED WHERE APPROVED BY THE

AHJ

2. UNOBSTRUCTED VERTICAL CLEARANCE:

13 FT 6 IN

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.

4. TURNING RADIUS:

THE TURNING RADIUS MUST MAINTAIN THE MINIMUM

ROAD WIDTH

FIRE DEPARTMENT ACCESS ROAD

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

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

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

NOT FOR

CONSTRUCTION

06-08-2023

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

CPT = 26 FT

TD = 84 FT

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

OVERALL LIFE SAFETY FLOOR PLAN

PLAN

NORTH

GRAPHIC SCALE

NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE

MUST BE USED.

GI101

LIFE SAFETY PLAN

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

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

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

NOT FOR

CONSTRUCTION

06-08-2023

SEE DISCLOSURE OF INFORMATION STATEMENT ON SHEET G-001

O

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18.5

.0

.5

.0

.5

.0

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.0

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.0

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.018.5

19.5

19.0

.0 18.5

19.0

19.0

.5

18.0

17.5

.0

STORM

W

ATER

POND

C

FES

IE: 15.95

RCP

IE: 15.58

CATCH BASIN

RIM: 18.08'

IE(N): 15.63'

IE(S): 15.68'

IE(E): 15.78'

SSMH

RIM: 17.80'

IE(W): 12.63'

SSMH

RIM: 19.05'

IE(NW): *13.62'

IE(SW): 13.64'

IE(E): 13.61'

*LINE PLUGGED

UNDERGROUND

STEAM VAULT

PADMOUNT

TRANSFORMER

ELECTRICAL

HAND HOLE

COMM

PEDESTAL

24" OAK

24" OAK

24" MAGNOLIA

8" MAGNOLIA

8" MAGNOLIA

6" MAGNOLIA

6" MAGNOLIA

24" MAGNOLIA

12" CREPE MYRTLE

12" CREPE MYRTLE

4" CREPE MYRTLE

10" MAGNOLIA

10" MAGNOLIA

HOLLY TREE

CLUSTER

10" MAGNOLIA

12" MAGNOLIA

12" CREPE MYRTLE

6" CREPE MYRTLE

12" HOLLY

EXISTING

TREE

EXISTING

TREE

GAS

VALVE

24" OAK

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

LEGENDS, AND ABBREVIATIONS.

SURVEY CONTROL DATA

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE

FEAR ENGINEERING DECEMBER 2022.

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:

CRS280

N: 362246.85'

E: 2463430.54'

ELEV: 19.29'

CRS281

N: 362227.40'

E: 2463178.40'

ELEV: 19.07'

CSR282

N: 361847.14'

E: 2463483.02'

ELEV: 18.46'

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

06-08-2023

VF100

CIVIL EXISTING CONDITIONS

CIVIL EXISTING CONDITIONS

1" = 30'

PLAN

NORTH

1"=30'-0"SCALE:

15' 30' 60' 90'0

60039048

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 NO KNOWN WETLANDS OR SURFACE

WATERS LOCATED WITHIN THE PROJECT BOUNDARY.

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.

DEMOLITION PLAN NOTES:

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.

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

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

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

06-08-2023

C-001

CIVIL GENERAL NOTES

60039049

FH

PIV

W

C

E

T

T

SSCO

RIM: XX.XX

IE: XX.XX

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

MW

FH

WV

PIV

W

FDC

FDC

CO

D

CB

FES

IE: XX.XX

C

E

T

T

S

X XX X

WV

BFP

BUILDING

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONCRETE SIDEWALK

CONCRETE PAD

GRAVEL PAVEMENT

MASONRY PAVERS

CURB AND GUTTER

PROTECTIVE BOLLARD

SURVEYOR BENCHMARK

SIGN

WETLANDS

W

U

W

U

W

U

W

U

W

U

BORE LOCATION

MONITORING WELL

COMMUNICATIONS

MANHOLE

PEDESTAL

ELECTRICAL

GUYWIRE

MANHOLE

LIGHT POLE

POWER POLE

SWITCHBOX

TRANSFORMER

SANITARY SEWER

MANHOLE

CLEANOUT

S

STORMWATER

FLARED END SECTION

INLET

MANHOLE

WATER

VALVE

METER

POST INDICATOR VALVE

FIRE HYDRANT

FIRE DEPT. CONNECTION

BACKFLOW PREVENTER

FDC

FREESTAND

SIAMESE

BLDG

SIAMESE

BLDG

SINGLE

SYMBOL LEGEND

DESCRIPTION

SITE

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

MW

FH

WV

PIV

W

FDC

FDC

CO

D

CB

FES

IE: XX.XX

C

E

T

T

S

BFP

W

U

W

U

W

U

W

U

W

U

S

FDC

FREESTAND

SIAMESE

BLDG

SIAMESE

BLDG

SINGLE

DEMO

SSMH

RIM: XX.XX

IE: XX.XX

CATCH BASIN

RIM: XX.XX

IE: XX.XX

SDMH

RIM: XX.XX

IE: XX.XX

FDC

FDC

FES

IE: XX.XX

S

BFP

FDC

FREESTAND

SIAMESE

BLDG

SIAMESE

BLDG

SINGLE

PROPOSED

ROOFDRAIN DOWNSPOUT

YARD INLET

DS DS DS

YI YI YI

EXISTING

PROJECT LIMITS

LINETYPE LEGEND

DESCRIPTION

SITE

DEMO PROPOSEDEXISTING

LOD LOD

LIMITS OF DISTURBANCE

LOD LOD

ATFP ATFP

ATFP

ATFP ATFP

ROADWAY CENTERLINE

PAVEMENT MARKING

X X X X X

CHAINLINK FENCE

X X X X X

O O O O O

ORNAMENTAL FENCE

O O O O O

WOOD FENCE

SILT FENCE

FENCE GATE

TREE LINE

FZ

FLOOD ZONE

FZ

COMMUNICATIONS

UC UC

UNDERGROUND

UC

OC OC

OVERHEAD

OC

TV TV

CABLE TV

TV

FO FO

FIBER OPTIC

FO

FA FA

FIRE ALARM

FA

ELECTRICAL

UP UP

UNDERGROUND

UP

OE OE

OVERHEAD

OE

GAS

G G

UNDERGROUND

G

SANITARY SEWER

SS SS

GRAVITY SEWER PIPE

SS

FM FM

SEWER FORCEMAIN PIPE

FM

STORMWATER

SS SS

STORMDRAIN PIPE

SD

SS SS

ROOFDRAIN PIPE

RD

TRENCHDRAIN PIPE

SS

SS SS

UNDERDRAIN PIPE

UD

SS SS

BMP

CONTOURS (MAJOR)

CONTOURS (MINOR)

STEAM

OST OST

OVERHEAD

OST

UST UST

UNDERGROUND

UST

CWS CWS

CHILLED WATER SUPPLY

CWS

CWR CWR

CHILLED WATER RETURN

CWR

HWS HWS

HOT WATER SUPPLY

HWS

HWR HWR

HOT WATER RETURN

HWR

19.0'

20.0'

19.0'

20.0'

WATER

W W

WATERLINE

W

RAW RAW

RAW WATERLINE

RAW

X XX X

ABBREVIATIONS

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE

VIEW TITLE

DETAIL TITLE

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

A1

C-500

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

HW HEAD WALL

IE INVERT ELEVATION

LP LIGHT POLE

LSA LANDSCAPE STONE

MAT MATERIAL

MH MANHOLE

MOF METAL ORNAMENTAL FENCE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION

NE NORTHEAST

NIC NOT IN CONTRACT

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NW NORTHWEST

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SCM STORMWATER CONTROL MEASURE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEP SEPARATION

SMH SANITARY SEWER MANHOLE

STA STATION

STY STORY

SW SOUTHWEST

TC TOP OF CURB

TD TRENCH DRAIN

TE THICKENED EDGE

TEJ THICKENED EDGE EXPANSION JOINT

THH TELECOMMUNICATION HANDHOLE

TMH TELECOMMUNICATION MANHOLE

TRANS TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

VIEW TITLE

1" = 20'

PLAN

NORTH

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

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

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

06-08-2023

C-002

CIVIL LEGENDS AND ABBREVIATIONS

60039050

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

LEGENDS, AND ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. REMOVE EXISTING TREE.

2. REMOVE EXISTING ASPHALT PAVEMENT.

(ANTICIPATE 4" ASPHALT AND 6" ABC STONE .

3. EXISTING COMMUNICATIONS PEDESTAL TO BE RELOCATED BY

GOVERNMENT (SEE GENERAL UTILITY NOTE #14 ON SHEET C-001).

4. TREE PROTECTION.

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

O E

O E

OE

OE

O E

O E

O E

T

E

C H

U R

A

S

T

7TH ST

6TH

S

T

S

S

8SS

8SS

8SS

8SS

8SS

8SS

8SS

8SS

8SS

R

C P

CB

U P

U P

U P

U P

U P

U P

U P

U P

U

P

WV

G

W

S

S

S

S

S

S

BUILDIN

G

G618

U C

U

C

U C

U C

U C

U C

U

C

U

C

U C

U C

UC

U

C

U

C

U

C

U C

U C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C U

C

U

C

U

C

U C

U C

U C

U C

U C

U C

U C

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

U C

U C

U

C

U

C

U

C

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U

P

U

P

U P

U P

U

P

U

P

UP

U

P

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R 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

O S

T

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

U S

T

UST

U S

T

UST

U S

T

OST

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

UST

UST

U S

T

U S

T

U S

T

15RCP

15RCP

R

C P

R

C P

R

C P

R

C

P

CB

C

B

CB

BUILDIN

G

G617

BUILDIN

G

G619

BUILDING

TC701

S

S

S

S

S

S

S

S

18.5

.0

.5

.0

.5

.0

18.5

.0

19.5

.5

17.0

18.5

18.0

18.5

18.5

18.5

18.0

17.5

.0

17.5

.018.5

19.5

19.0

.0 18.5

19.0

19.0

.5

18.0

17.5

.0

STORM

W

ATER

POND

C

T

U C

U

C

U

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

06-08-2023

CIVIL DEMOLITION PLAN

1" = 30'

CD100

CIVIL DEMOLITION PLAN

PLAN

NORTH

1"=30'-0"SCALE:

15' 30' 60' 90'0

TYP

60039051

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. CONCRETE SIDEWALK.

2. CONCRETE STOOP.

3. HANDICAP RAMP (SEE ARCHITECTURAL).

4. ASPHALT PAVEMENT.

5. CONCRETE PAD.

6. KNOX BOX TO BE INSTALLED 5-FOOT FROM FINISHED STOOP GRADE AT

ENTRANCE. CONTRACTOR SHALL CONTACT BASE FIRE FOR ORDER FORM.

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

O E

O E

OE

OE

O E

O E

O E

T

E

C H

U R

A

S

T

7TH ST

6TH

S

T

S

S

CB

WV

G

BUILDIN

G

G618

O S

T

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

U S

T

UST

U S

T

UST

U S

T

OST

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

UST

UST

U S

T

U S

T

U S

T

CB

C

B

CB

BUILDIN

G

G617

BUILDIN

G

G619

BUILDING

TC701

S

S

STORM

W

ATER

POND

C

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

C

C

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

C

C

138.0

6.0 '(T

Y P

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

06-08-2023

CIVIL SITE PLAN

1" = 30'

CS100

CIVIL SITE PLAN

PLAN

NORTH

1"=30'-0"SCALE:

15' 30' 60' 90'0

TYP

C-500

C-500

TYP

C-500

C-500

C-500

60039052

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. CONNECT TO EXISTING SSMH AT PLUG (SCHEDULE 40 PVC).

2. SANITARY SEWER SERVICE (4"/6" PVC @ 2% MIN. SLOPE).

3. SANITARY SEWER CLEAN OUT.

4. DOMESTIC WATER SERVICE (2" PVC).

5. CONNECT TO EXISTING WATERLINE. INSTALL FITTINGS AS REQUIRED.

6. WATER METER.

7. FIRE WATER LINE (8" C900 DR-18 PVC).

8. PIV.

9. PADMOUNT TRANSFORMER (SEE ELECTRICAL PLANS).

10. UNDERGROUND POWER LINE (SEE ELECTRICAL PLANS).

11. COMMUNICATIONS PEDESTAL (SEE TELECOMMUNICATIONS PLANS).

12. UNDERGROUND COMMUNICATIONS LINE (SEE TELECOMMUNICATIONS PLANS).

13. NATURAL GAS LINE (SEE PLUMBING PLANS).

14. FIRE HYDRANT LINE (6" PVC).

15. FIRE HYDRANT ASSEMBLY.

16. EXISTING COMMUNICATIONS TO BE RELOCATED BY GOVERNMENT

PERSONNEL TO NEW COMMUNICATIONS PEDESTAL LOCATION (SEE GENERAL

UTILITY NOTE #14 ON SHEET C-001).

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

O E

O E

OE

OE

O E

O E

O E

T

E

C H

U R

A

S

T

7TH ST

6TH

S

T

S

S

8SS

8SS

8SS

8SS

8SS

8SS

8SS

8SS

8SS

R

C P

CB

U P

U P

U P

U P

U P

U P

U P

U P

U

P

WV

G

W

S

S

S

S

S

S

BUILDIN

G

G618

U C

U

C

U C

U C

U C

U C

U

C

U

C

U C

U C

UC

U

C

U

C

U

C

U C

U C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C

U

C U

C

U

C

U

C

U C

U C

U C

U C

U C

U C

U C

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

U C

U C

U

C

U

C

U

C

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U P

U

P

U

P

U P

U P

U

P

U

P

UP

U

P

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R W

R 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

O S

T

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

U S

T

UST

U S

T

UST

U S

T

OST

OST

UST

UST

U S

T

U S

T

UST

UST

U S

T

UST

UST

U S

T

U S

T

U S

T

15RCP

15RCP

R

C P

R

C P

R

C P

R

C

P

CB

C

B

CB

BUILDIN

G

G617

BUILDIN

G

G619

BUILDING

TC701

S

S

S

S

S

S

S

S

STORM

W

ATER

POND

C

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

P4SS

P4SS

P4SS

P S

S

P S

S

P S

S

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

P S

S

P2W L

P2W L

P2W L

P2W L

P2W L

P6W L

P6W L

P6W L

P6W L

P6W L

G

G

G

G

G

F

F

F

F

F

U P

U P

U P

C

C

U

C

U

C

U

C

U

C

U C

U C

U C

U C

FES

IE: 15.95

RCP

IE: 15.58

CATCH BASIN

RIM: 18.08'

IE(N): 15.63'

IE(S): 15.68'

IE(E): 15.78'

SSMH

RIM: 17.80'

IE(W): 12.63'

SSMH

RIM: 19.05'

IE(NW): *13.62'

IE(SW): 13.64'

IE(E): 13.61'

*LINE PLUGGED

UNDERGROUND

STEAM VALT

PADMOUNT

TRANSFORMER

ELECTRICAL

HAND HOLE

P4SS

P4SS

P4SS

P S

S

P S

S

P S

S

C A

M P

G E

IG

E

R C

H A

P E

L

B U

IL

D

IN

G

TC

F F

E : 2

1.7 4'

P S

S

P2W L

P2W L

P2W L

P2W L

P2W L

P6W L

P6W L

P6W L

P6W L

P6W L

G

G

G

G

G

F

F

F

F

F

U P

U P

U P

C

C

U

C

U

C

U

C

U

C

U C

U C

U C

U 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

06-08-2023

1" = 30'

PLAN

NORTH

CU100

CIVIL UTILITY PLAN

CIVIL UTILITY PLAN

1"=30'-0"SCALE:

15' 30' 60' 90'0

TYP

C-500

C-500

TYP

60039053

C-500

C-500

C-500

1. STEPS (SEE ARCHITECTURAL PLANS FOR DETAILS)

2. FLARED END SECTION.

3. STORM DRAIN PIPE.

4. SPLASHBLOCK.

5. DROP INLET

6. TEMPORARY SILT FENCE.

7. TEMPORARY CONSTRUCTION ENTRANCE TO BE REMOVED AND REPLACED

WITH SOD ONCE SITE HAS BEEN STABILIZED, CULVERT TO REMAIN FOR

PERMANENT MAINTENANCE ACCESS.

8. TEMPORARY CONSTRUCTION ENTRANCE TO BE REMOVED AND AREA

RETURNED TO EXISTING GRADE. CULVERT TO BE REMOVED AND SWALE

RESTORED TO PROVIDE POSITIVE DRAINAGE.

9. SILT FENCE ROCK OUTLET.

10. TREE PROTECTION. LIMITED LIMBING/PRUNING AND ROOT REMOVAL MAY BE

PERMITTED AS NECESSARY FOR CONSTRUCTION OF FOUNDATION AND

BUILDING EXTERIOR. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL

CONSULT N.C. LICENSED TREE ARBORIST AND PROVIDE THE GOVERNMENT

A WRITTEN PLAN DETAILING EXTENT OF IMPACTS TO EXISTING TREES TO

THE GOVERNMENT FOR APPROVAL.

11. TEMPORARY INLET PROTECTION

12. RIP RAP OUTLET/INLET PROTECTION

13. STABILIZE ALL DISTURBED AREAS.

O E

O E

O E

OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

O E

O E

T

E

C H

U R

A

S

T

7TH ST

6TH

S

T

S

R

C P

CB

WV

G

O S

T

OST

UST

UST

OST

OST

UST

UST

15RCP

15RCP

R

C P

R

C P

R

C P

R

C

P

CB

C

B

CB

18.5

.0

.5

.0

.5

.0

18.5

19.0

19.5

.5

17.0

18.5

18.0

18.5

18.5

18.5

18.0

17.5

.0

17.5

.018.5

19.5

19.0

.0 18.5

19.0

19.0

.5

18.0

17.5

.0

G

G

G

G

G

FES

IE: 15.95

RCP

IE: 15.58

CATCH BASIN

RIM: 18.08'

IE(N): 15.63'

IE(S): 15.68'

IE(E): 15.78'

G

G

G

G

G

P S

D

19.65 19.65

FES #401

IE: 16.70'

FES #400

IE: 16.90'

FES #101

IE: 16.85'

FES #100

IE: 17.00'

FES #200

IE: 17.35'

FES #300

IE: 16.60'

FES #301

IE: 16.55'

16 LF 18" RCP

@ 0.3% SLOPE

43 LF15" RCP @

0.35% SLOPE

18.90

18.88

FFE: 19.07'

(-32")

19.94

19.97

DI #401A

RIM: 19.25'

IE: 16.75'

12 LF 18" RCP

@ 0.4% SLOPE

45 LF 18" RCP

@ 0.3% SLOPE

.5

.5

19.50

19.50

19.58

19.58

19.50

21.60 TP

19.10

19.10

19.00

19.35

19.45

20.30 TP

19.10

19.45

18.39

18.49

19.70

20.35 TP

19.50

21.60 TP

19.62

20.40 TP

19.67

20.40 TP

20.01

20.40 TP

21.74 FFE

21.74 FFE

20.50

21.74 FFE

20.25

21.74 FFE

19.70

21.74 FFE

19.80

19.05

21.60 TP

19.10

19.10

19.05

21.60 TP

18.35

18.45

18.76

18.66

21.74 FFE

20.30

21.74 FFE

19.70

21.74 FFE

19.75

21.74 FFE

19.10

19.05

21.60 TP

19.10

19.10

19.00

19.00

19.05

21.60 TP

21.74 FFE

18.75

18.90

18.90

19.00

19.00

19.00

19.00

21.74 FFE

18.70

20.35 TP

20.40

20.35

19.75

19.65

18.50

20.25 TP

20.20 TP

18.90

18.85

18.65

18.60

18.80

19.40

19.30

19.80

21.74 FFE

19.25

21.74 FFE

19.60

21.60 TP

19.75

19.71 TP

19.20

CHAPEL BUILDING

FFE: 21.74'

16 LF15" RCP

@ 0.3% SLOPE

FES #201

IE: 17.30'

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

MATCH EX.

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

LEGENDS, AND ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

O E

O E

O E

OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

O E

O E

T

E

C H

U R

A

S

T

7TH ST

6TH

S

T

S

R

C P

CB

WV

G

O S

T

OST

UST

UST

OST

OST

UST

UST

15RCP

15RCP

R

C P

R

C P

R

C P

R

C

P

CB

C

B

CB

18.5

.0

.5

.0

.5

.0

18.5

.0

19.5

.5

17.0

18.5

18.0

18.5

18.5

18.5

18.0

.5

.0

17.5

.018.5

19.5

19.0

.0 18.5

19.0

19.0

.5

18.0

17.5

.0

G

G

G

G

G

FES

IE: 15.95

RCP

IE: 15.58

CATCH BASIN

RIM: 18.08'

IE(N): 15.63'

IE(S): 15.68'

IE(E): 15.78'

G

G

G

G

G

SF

S

F

S F

S F

S F

S F

S F

S F

S F

S F

S

F

SF

S

F

SF

SF

SF

S

F

S F

S F

S F

S F

S F

S F

S F

S F

S F

S

F

SF

S F

S

F

S

F

SF

SF

S F

P S

D

.5

.5

T P

T

P

T

P

T

P

T

P

T

P

T P

T

P

T P

T

P

T

P

P 18S

D

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

06-08-2023

1" = 30'

PLAN

NORTH

CG100

CIVIL DRAINAGE PLAN

CIVIL DRAINAGE AND EROSION

CONTROL PLAN

1"=30'-0"SCALE:

15' 30' 60' 90'0

60039054

1" = 30'

PLAN

NORTH

CIVIL EROSION CONTROL PLAN

1"=30'-0"SCALE:

15' 30' 60' 90'0

PROVIDE TEMPORARY AND PERMANENT GROUND

STABILIZATION FOR DISTURBED AREAS.

7 DAY

14 DAY

TYP

C-501

TYP

TYP

TYP

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

(4) 6" TREADS

(5) 6"H TREADS

TYP

(5) 6"H TREADS

(5) 6"H TREADS

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

TEMPORARY CULVERT

C-501

TYP

TYP

C-501

TYP

TYP

TYP

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

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

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

06-08-2023

C-500

CIVIL DETAILS

NOT TO SCALE

12"

12"

WIDTH VARIES

MIN.

MIN.

TACK COAT (TYP.)

NEW UTILITY

(PROVIDE TRACER WIRE/

MARKING TAPE PER SPECS)

ASPHALT

PAVEMENT

CUT TO NEAT

EDGE & PRIME

PRIOR TO PAVING

PIPE TRENCH (VARIES

BASED ON TYPE OF

UTILITY)

NOTE:

TRENCH WIDTH VARIES BASED ON TYPE, SIZE AND DEPTH OF UTILITY.

CONTRACTOR MUST PROVIDE A TRENCH WIDTH REQUIRED FOR COMPLETE

INSTALLATION PER SPECIFICATIONS. THE MINIMUM TRENCH WIDTH FOR ANY

OPEN CUT IS 5 FEET.

TRENCH WIDTH VARIES

(SEE NOTE BELOW)

12"

MIN.

EDGE MILL (TYP.)

PROVIDE BEDDING PER

SPECIFICATIONS

CUTTING AND REPLACING PAVEMENT

WATER/ SEWER LINE

BACKFILL AND BEDDING PER

PROJECT SPECIFICATIONS

POWER/ COMM CONDUIT

NOT TO SCALE

UTILITY CROSSING DETAIL

18" MINIMUM

PLAN

SECTION X-X

PLAN & ELEVATION

PLAN

PLUGSBENDS & TEES

TEES

BENDS

NOTE:

SHALL BE INSTALLED PER PROJECT SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

NOT TO SCALE

WATERLINE CONNECTION

NOT TO SCALE

WATERLINE BEDDING DETAIL

NOT TO SCALE

6" 6"

O.D. OF PIPE

HAUNCHING

INITIAL

BACKFILL

FINAL

BACKFILL

SPRING LINE

TAMP WELL

UNDER BOTTOM

HALF OF PIPE

MINIMUM SIDE

CLEARANCE

NCDOT #57

STONE

NOTES:

1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM

THE INSIDE FACE OF THE SHORING AND BRACING.

2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.

3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.

4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.

VALVE BOX

WATERLINE

MECHANICAL JOINT

TAPPING VALVE

MECHANICAL JOINT SLEEVE FOR

EXISTING WATER MAIN

X

6" MIN

A

A

X

X

6" MIN

A A

X

24"MIN 12" & LARGER PIPE

18"MIN 10" & SMALLER PIPE

B B

18"

MIN

S

Q U

A R

E

D

C

S

Q U

A R

E

4"& 6"

8"

10"

12"

14"

16" 38"

35"

29"

26"

22"

16"

A B

1/4 BENDS

1/8 BENDS

A B

9" 10"

12" 13"13"

10"

17" 14" 17"

21" 16"

21"

24" 19"

24"

27" 21" 27"

1/16 BENDS

A B

6" 8"

8" 10"

10" 13"

11" 16"

12" 20"

12" 24"

TEES

A B

10" 12"

13" 16"

16" 20"

18" 24"

22" 27"

24" 30"

PLUGS

C D

10" 21"

12"

29"

14" 36"

16" 41"

18"

48"

20" 54"

NON-PAVED AREAS

PAVED AREAS

FINISHED GROUND OR

PAVEMENT

UNDISTURBED EARTH

SIZE

THRUST BLOCKS

COMPACTED OR UNDISTURBED EARTH (TYP)

C-500

CONCRETE SIDEWALK/STOOP

NOT TO SCALE

NOTES:

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

SPECIFICATIONS (SEE DETAIL 2 THIS SHEET)

2. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECIFICATIONS.

SLOPE TO DRAIN

(1/4" PER FT)

M A

T C

H

E X

I S

T I N

G

M

I N

(VARIES-SEE PLAN)

1/8"

1/8" R

1"

1/2"

CONTRACTION JOINT (CJ)

EXPANSION JOINT (EJ)

APPROVED SUBGRADE

FINISHED GRADE

SLOPE AWAY FROM

SIDEWALK (TYP.)

HAND TOOLED 1/4" R

ALL EDGES

BROOM FINISH

6"X6" W1.4X1.4 WWF-MESH

TO BE PROVIDED IN SHEETS

JOINT SEALER

PREFORMED

EXPANSION JOINT

FILLER

2 3

TYPICAL CONCRETE PAVING STRIP/STOOP JOINTS

NOT TO SCALE

NORMAL DUTY ASPHALT PAVEMENT

NOT TO SCALE

6" CRUSHED STONE

BASE COURSE (ABC)

COMPACTED

SUBGRADE

4" SURFACE COURSE (NCDOT S9.5C)

NOTE:

IN AREAS OF PAVEMENT PATCH/REPAIRS/WIDENING

CONTRACTOR SHALL MATCH EXISTING PAVEMENT SECTION IF

GREATER THAN DETAIL SHOWN

DETAIL

NOTES:

1. H = PAVEMENT THICKNESS

2.…