N4008522B0046 Dwgs.pdf

WAKE

DURHAM

PERSON

GRANVILLE

FRANKLIN

WARREN

COLUMBUS

BLADEN

HARNETT

WAYNE

JOHNSTON

WILSON

NASH

EDGECOMBE

SAMPSON

DUPLIN

JONES

GREENE

LENOIR

PITT

HERTFORD

GATES

CARTERET

CRAVEN

ONSLOW

PENDER

NEW

HANOVER

BRUNSWICK

PAMLICO

BEAUFORT

HYDE

DARE

C A M

D E N

PA

SQ

U O

TAN K

TYRRELL

PER

Q

UI M

ANS

C H O W

A N

MARTIN WASHINGTON

NORTHAMPTON

CUR

I

U K

T R

C

BERTIE

VANCE

CUMBERLAND

HALIFAX

ATLANTIC OCEAN

CAMP LEJEUNE

BASE MAP

FC332

NEW RIVER

HADNOT

POINT

MAR

IN

ES

R

OAD

COURTHOUSE

BAY

HO

LO

CO

M

B

BLVD

U S

R O

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NC ROUTE 24

N.C. HIGHWAY 172

STONE

BAY

N.C. HIGHWAY 172

N.

C.

H

IG

HW

AY

N .C

. H

IG

H W

AY

MOUT FACILITY

ATLANTIC

OCEAN

MOUT FACILITY

NOT TO SCALE1 LOCATION MAP

NORTH

1" = 200 FEET1" = 600 FEET2 ENLARGED BASE MAP

NORTH

3BASE MAP

NORTH

CAMP LEJEUNE

HOME OF

EXPEDITIONARY

FORCES IN READINESS

FINAL

STRUCTURE RTAFC REPAIRS 220046

G-001

COVER SHEET

05-01-2023

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.

60038648

OL

D

BE

AR

C

RE

EK

R

OA

D

G-002

SHEET INDEX, GENERAL INFO AND

PRIORITY WORK ORDER

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60038648 1 COVER SHEET

G-002 60038649 2 SHEET INDEX, GENERAL INFO AND PRIORITY WORK ORDER

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 60038650 3 CIVIL EXISTING CONDITIONS

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 60038651 4 CIVIL GENERAL NOTES, LEGENDS AND ABBREVIATIONS

CD100 60038652 5 CIVIL DEMOLITION PLAN

CS100 60038653 6 CIVIL SITE PLAN

CG100 60038654 7 CIVIL GRADING PLAN

C-500 60038655 8 CIVIL DETAILS

STRUCTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

S-001 60038656 9 GENERAL NOTES

S-101 60038657 10 PARTIAL FIRST AND SECOND FLOOR PLANS- BUILDINGS 3 AND 4

S-102 60038658 11 FOUNDATION PLAN - BUILDING 12

S-103 60038659 12 FOUNDATION PLAN - BUILDING 13

S-104 60038660 13 FOUNDATION PLAN - BUILDING 14

S-105 60038661 14 FIRST AND SECOND FLOOR PLANS - BUILDING 15

S-106 60038662 15 FIRST FLOOR PLAN - BUILDING 16

S-501 60038663 16 TYPICAL DETAILS

S-701 60038664 17 EXISTING CONDITION PHOTOS

ARCHITECTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

A-001 60038665 18 NOTES, LEGENDS & ABBREVIATIONS

A-002 60038666 19 REFERENCE BUILDING LOCATIONS PLAN

A-101 60038667 20 FLOOR PLANS, BLDG 1 - HOTEL

A-102 60038668 21 FLOOR PLANS, BLDG 2 - CITY HALL, BLDG 7 - CHURCH

A-103 60038669 22 FLOOR PLANS, BLDG 3 -4 APARTMENTS

A-104 60038670 23 FLOOR PLANS, BLDG 5 - OFFICE, BLDG 6 - OFFICE

A-105 60038671 24 FLOOR PLANS, BLDG 8 & 9 - BUS/RES

A-106 60038672 25 FLOOR PLANS, BLDG 10 - BUS/RES, HOUSE 21 RES,

HOUSE 22 RES

A-107 60038673 26 FLOOR PLANS, BLDG 11 & 12 TOWNHOUSES

A-108 60038674 27 FLOOR PLANS, BLDG 13 & 14 TOWNHOUSES

A-109 60038675 28 FLOOR PLANS, BLDG 15 - SCHOOL, BLDG 16 - GYMNASIUM

A-110 60038676 29 FLOOR PLANS, BLDG 17 - BANK, 19 - WAREHOUSE, BLDG 18

SERV., BLDG 31 SERV.

A-111 60038677 30 FLOOR PLAN, BLDGS 23, 24, 25, 26, 27, 28 - HOUSES

A-150 60038678 31 ROOF PLANS, BLDGS 1, 2, 3 & 4

A-151 60038679 32 ROOF PLANS, BLDGS 5, 6, 8, 9 & 15

A-152 60038680 33 ROOF PLANS, BLDGS 16,17,18 & 31

A-201 60038681 34 ELEVATIONS, BLDG 1

A-202 60038682 35 ELEVATIONS, BLDG 2

A-203 60038683 36 ELEVATIONS, BLDG 3 & 4

A-204 60038684 37 ELEVATIONS, BLDG 5

A-205 60038685 38 ELEVATIONS, BLDG 6

A-206 60038686 39 ELEVATIONS, BLDG 7

A-207 60038687 40 ELEVATIONS, BLDG 8 & 9

A-208 60038688 41 ELEVATIONS, BLDG 10

A-209 60038689 42 ELEVATIONS, BLDG 11

A-210 60038690 43 ELEVATIONS, BLDG 12

A-211 60038691 44 ELEVATIONS, BLDG 13, 14

A-212 60038692 45 ELEVATIONS, BLDG 15

A-213 60038693 46 ELEVATIONS, BLDG 16

A-214 60038694 47 ELEVATIONS, BLDG 17

A-215 60038695 48 ELEVATIONS, BLDG 19

A-216 60038696 49 ELEVATIONS, BLDG 18 & 31

A-217 60038697 50 ELEVATIONS, BLDG 21 & 22

A-218 60038698 51 ELEVATIONS, BLDG 23, 24, 25

A-219 60038699 52 ELEVATIONS, BLDG 26, 27, 28

A-501 60038700 53 REPLACEMENT STAIR PLANS & TYP. SECTIONS

A-502 60038701 54 TYP. CONDITIONS PHOTOS

A-503 60038702 55 DETAILS - 1

A-504 60038703 56 DETAILS - 2

A-601 60038704 57 WINDOWS/DOORS

GENERAL PROJECT 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

HAZARDOUS WASTE, AS WELL AS THE ENVIRONMENTAL IMPLICATIONS

RELATED TO BUILDING DEMOLITION MANAGEMENT (I.E. FLUORESCENT

LIGHTING TUBES, T-STATS, ETC.) EVERY EFFORT SHALL BE MADE TO

RECYCLE ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE, SHALL BE

DISPOSED OF OFF BASE IN ACCORDANCE WITH THE REQUIREMENTS OF

THE (NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL

QUALITY.

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

REMOVAL SERVICE PERFORMED AT THE BASE IS COMPLETED IN SUCH A

MANNER THAT WILL RESTORE A NEAT AND PROFESSIONAL APPEARANCE OF

BASE AREAS.

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

EXTERIOR AREAS, BEFORE BEING RETURNED TO THE GOVERNMENT.

WARRANTY:

1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST

DEFECTS IN MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL

OCCUPANCY DATE.

WORKING CONDITIONS:

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE 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 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.

2. 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.

3. 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.p

4. 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.

5. 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.

6. WHERE SPECIFIC PART NUMBERS OR MANUFACTURER'S ARE REFERENCED,

IT SHALL BE UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A

PROPOSED EQUAL.

7. THE TERMS "OWNER" & "GOVERNMENT" WILL BE CONSIDERED TO BE THE

SAME/ INTERCHANGEABLE FOR THIS PROJECT.

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

MATERIALS NOTED ARE NEW UNLESS NOTED OTHERWISE.

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

AND INSTALL COMPLETE).

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

05-01-2023

INDEX OF DRAWINGS

PLUMBING

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

P-001 60038705 58 PLUMBING NOTES & LEGEND

PD101 60038706 59 BLDG NO.1 HOTEL & NO.21 HOUSE - PLUMBING DEMOLITION

P-101 60038707 60 BLDG NO.1 HOTEL & NO.21 HOUSE - PLUMBING

P-501 60038708 61 PLUMBING DETAILS

ELECTRICAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

E-001 60038709 62 ELECTRICAL NOTES & LEGEND

ES101 60038710 63 SITE PLAN - ELECTRICAL

ES102 60038711 64 TLZ RAVEN - ELECTRICAL

ED101 60038712 65 BLDG NO.1 HOTEL - ELECTRICAL DEMOLITION

ED102 60038713 66 BLDG NO.1 HOTEL - ELECTRICAL DEMOLITION

ED103 60038714 67 BLDG NO.3/NO.4 APARTMENTS - ELECTRICAL DEMOLITION

ED104 60038715 68 BLDG NO.5 OFFICE - ELECTRICAL DEMOLITION

ED105 60038716 69 BLDG NO.7 CHAPEL - ELECTRICAL DEMOLITION

ED106 60038717 70 BLDG NO.16 GYM - ELECTRICAL DEMOLITION

ED107 60038718 71 BLDG NO.18 VSS - ELECTRICAL DEMOLITION

ED108 60038719 72 BLDG NO.19 WAREHOUSE - ELECTRICAL DEMOLITION

ED109 60038720 73 BLDG NO.20 WAREHOUSE - ELECTRICAL DEMOLITION

ED110 60038721 74 BLDG NO.21 HOUSE - ELECTRICAL DEMOLITION

E-101 60038722 75 BLDG NO.1 HOTEL - ELECTRICAL

E-102 60038723 76 BLDG NO.1 HOTEL - ELECTRICAL

E-103 60038724 77 BLDG NO.3/NO.4 APARTMENTS - ELECTRICAL

E-104 60038725 78 BLDG NO.5 OFFICE - ELECTRICAL

E-105 60038726 79 BLDG NO.7 CHAPEL - ELECTRICAL

E-106 60038727 80 BLDG NO.16 GYM - ELECTRICAL

E-107 60038728 81 BLDG NO.18 VSS - ELECTRICAL

E-108 60038729 82 BLDG NO.19 WAREHOUSE - ELECTRICAL

E-109 60038730 83 BLDG NO.20 WAREHOUSE - ELECTRICAL

E-110 60038731 84 BLDG NO.21 HOUSE - ELECTRICAL

E-501 60038732 85 ELECTRICAL DETAILS

E-502 60038733 86 ELECTRICAL DETAILS

E-601 60038734 87 ELECTRICAL SCHEDULES

PROJECT WORK DIVISIONS:

1. ALL WORK ON THIS PROJECT IS DIVIDED BY INDIVIDUAL BUILDINGS AND

EXTERIOR SITE WORK FOR PRICING AND EXECUTION. ALL WORK INDICATED

IN THE DRAWINGS FOR EACH BUILDING IN THE PRIORITY LIST MUST BE

INCLUDED COMPLETE FOR THAT NUMBERED ITEM. WORK FOR EACH

BUILDING INCLUDES BUT IS NOT LIMITED TO RE-ROOFING, EXTERIOR

PAINTING, STRUCTURAL REPAIR, STAIR REPLACEMENT, STAIR REPAIR, DOOR

REPLACEMENT, DOOR FRAME REPLACEMENT, WINDOW SHUTTERS,

ELECTRICAL AND MISCELLANEOUS CONSTRUCTION ITEMS.

2. ALL WORK FOR EACH BUILDING IS SHOWN ON RESPECTIVE ARCHITECTURAL,

STRUCTURAL, PLUMBING & ELECTRICAL FLOOR PLANS, ROOF PLANS,

ELEVATIONS, STAIR DRAWINGS, SCHEDULES AND SPECIFICATIONS.

3. CONTRACTOR RESPONSIBLE FOR ALL SCOPE INDICATED ON THE DRAWINGS.

4. CONTRACTOR TO NOTIFY CONTRACTING OFFICER IF ANY WORK REQUIRED

AFFECTS ANY BUILDING(S) THAT ARE NOT PART OF THE BASE CONTRACT OR

SUBSEQUENT CLINs.

PRIORITY WORK ORDER:

NUMBERED PRIORITY LIST OF PROJECT SCOPE

1. BUILDING 20

2. BUILDING 19

3. BUILDING 1

4. BUILDING 3

5. BUILDING 4

6. BUILDING 12

7. BUILDING 13

8. BUILDING 14

9. BUILDING 15

10. BUILDING 16

11. BUILDING 18

12. BUILDING 7

13. BUILDING 8

14. BUILDING 9

15. BUILDING 17

16. BUILDING 2

17. BUILDING 31

18. BUILDING 10

19. BUILDING 5

20. BUILDING 6

21. BUILDING 11

22. EXTERIOR LIGHTING

23. CURB REPLACEMENT

24. REPLACEMENT OF TIMBER TIE RETAINING WALLS (SHEET CS100 & C-500)

25. BUILDING 25

26. BUILDING 26

27. BUILDING 22

28. BUILDING 24

29. BUILDING 27

30. BUILDING 23

31. BUILDING 21

32. BUILDING 28

33. SITE WORK AT TLZ RAVEN (GRADING, LIGHTING & REFINISHING MASONRY SITE

WALLS)

34. CLEARING DRAINAGE SWALE, (SHEET CG100 KEYNOTE 5).

35. SITE WALL REFINISHING AND REPAIR, & SITE TRELLIS REPAIR/REFINISHING

GENERAL INFO:

60038649

TLZ

RAVEN

BLEACHERS

BLDG. NO. 16

GYMNASIUM

BLDG. NO. 15

SCHOOL

BL

D

G

G

H O

ST

BLDG 28

HOUSE

BL

DG

N O

.1

G

HO

ST

BLDG 30

GHOST

BLD

G . N

O . 31

VEH

. SER

BLDG 24HOUSE

BLDG 27

HOUSE

BLDG 22HOUSE

BLDG 26HOUSE

BLDG 25HOUSE

BLDG. NO. 2

CITY HALL

BLD

G

. N O

. 10

BU

S R

ES

BLDG 21

HOUSE

BLDG 23

HOUSE

BLDG. NO. 5

OFFICE BLDG. 6

OFFICE

BLDG. NO. 14

TOWNHOUSES

BLDG. NO. 20

WAREHOUSE

BLD

G. N

O. 1

TOWNHOUSES

BLDG. NO. 4

APARTMENTS

BLDG. NO. 3

APARTMENTS

BL

D

G . N

O . 1

TO

W N

H O

U

SE

S

BLD

G.

NO.17

BANK

BLDG. NO. 1

HOTEL

BLDG. 9

BUS/RES

BLDG. 8

BUS/RES

BLDG. NO. 7

CHURCH

BLDG.NO. 1

VEH. S

ER.

BL

D

G . N

O . 1

W

AR

EH

O U

SE

STORMWATER

POND

STORMWATER

POND

STORMWATER

POND

BLDG. NO. 32

MOSQUE

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

ABBREVIATIONS.

SURVEY CONTROL DATA

1. EXISTING CONDITIONS SHOWN PER MCB CAMP

LEJEUNE GIS AND DIGITIZED AERIAL PHOTOGRAPHY

2. NO SURVEY HAS BEEN PERFORMED BY CAPE FEAR

ENGINEERING, INC.

VF100

CIVIL EXISTING CONDITIONS1 CIVIL EXISTING CONDITIONS

1" = 40'

PLAN

NORTH

1"=40'-0"SCALE:

20' 40' 80' 120'0

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

05-01-2023

GENERAL SHEET NOTES

60038650

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 IMMEDIATELY.

6. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION

PLANS MAY EXTEND FURTHER THAN SHOWN. CONTRACTOR

IS RESPONSIBLE FOR COMPLETE REMOVAL OF UTILITIES

WITHIN THE ENTIRE PROJECT SITE UNLESS OTHERWISE

NOTED.

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. 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.

STORMWATER AND GRADING NOTES:

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

OTHERWISE NOTED.

2. DURING CONSTRUCTION, PERFORM GRADING IN A MANNER

AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT

ALL TIMES.

3. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY

TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

4. 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.

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.

5. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

CONSTRUCTION AS THE RESULT OF INCREASED RUNOFF OR

SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE

ACTION TO REMEDY SUCH CONDITIONS AND PREVENT

DAMAGE TO ADJACENT PROPERTIES.

6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

MAINTAINED CONTINUOUSLY, RELOCATED WHEN

NECESSARY, AND SHALL BE CHECKED FOR STABILITY AND

PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT.

SEQUENCE OF LAND DISTURBANCE:

1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO

THE BEGINNING OF WORK.

2. PROVIDE STORMDRAIN INLET PROTECTION AT EXISTING

INLETS.

3. INSTALL NEW STORM DRAIN STRUCTURES, OUTLET

STRUCTURES AND PIPES, PROVIDE INLET PROTECTION AT

NEW STORM DRAIN INLETS.

4. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES

EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL

EVENT (1.0" OR GREATER).

5. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND

CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT IDLE FOR

MORE THAN 14 DAYS.

6. PERMANENT GRASS MUST BE INSTALLED PER PROJECT

SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND IN

SEASON. FERTILIZE, WATER AND REPLACE TO ESTABLISH A

VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION MAY

BE REQUIRED UNTIL GRASS IS FULLY ESTABLISHED.

7. 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.

8. CONTRACTOR IS RESPONSIBLE FOR SPREADING EXCAVATED

SPOILS ON SITE AND GRADE WITH SMOOTH TRANSITIONS TO

MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN

POSITIVE DRAINAGE AT ALL AREAS. ALL IN ACCORDANCE

WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE1

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

1 VIEW TITLE

1" = 20'

PLAN

NORTH

LEGEND: EXISTING

FEATURES:

DEMOLISHED

FEATURES:

BUILDING

CONCRETE PAVEMENT

CONCRETE SIDEWALK

GRAVEL ROAD

SAFETY CHAIN

RETAINING WALL

CONCRETE CURB

RETAINING WALL

PROPOSED

FEATURES:

SOD

CONCRETE CURB

RETAINING WALL

FINISH GRADE AREA

ABBREVIATIONS

A/C AIR CONDITIONER

ATFP ANTI TERRORISM FORCE PROTECTION

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BW BARBED WIRE

C&G CURB AND GUTTER

CB CATCH BASIN

CC CONCRETE CURB

CI CURB DROP INLET

CJ CONTRACTION JOINT

CLF CHAIN LINK FENCE

CMH COMMUNICATION MANHOLE

CONC CONCRETE

D/B DESIGN/BUILD

DCJ DOWELED CONSTRUCTION JOINT

DI DROP INLET

DPW DEPARTMENT OF PUBLIC WORKS

DUMP DUMPSTER

E EAST

EHH ELECTRICAL HANDHOLE

EG EXISTING GAS

EJ EXPANSION JOINT

ELEC ELECTRIC

EMH ELECTRICAL MANHOLE

EL ELEVATION

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

HW HEAD WALL

IE INVERT ELEVATION

LP LIGHT POLE

LSA LANDSCAPE STONE

MAT MATERIAL

MH MANHOLE

MOF METAL ORNAMENTAL FENCE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION

NE NORTHEAST

NIC NOT IN CONTRACT

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NW NORTHWEST

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SCM STORMWATER CONTROL MEASURE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEP SEPARATION

SMH SANITARY SEWER MANHOLE

STA STATION

STY STORY

SW SOUTHWEST

TC TOP OF CURB

TD TRENCH DRAIN

TE THICKENED EDGE

TEJ THICKENED EDGE EXPANSION JOINT

THH TELECOMMUNICATION HANDHOLE

TMH TELECOMMUNICATION MANHOLE

TRANS TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

CIVIL GENERAL NOTES, LEGENDS

AND ABBREVIATIONS

C-001

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

05-01-2023

60038651

BLEACHERS

BLDG. NO. 16

GYMNASIUM

BLDG. NO. 15

SCHOOL

BL

D

G

G

H O

ST

BLDG 28

HOUSE

BL

DG

N O

.1

G

HO

ST

BLDG 30

GHOST

BLD

G . N

O . 31

VEH

. SER

BLDG 24HOUSE

BLDG 27

HOUSE

BLDG 22HOUSE

BLDG 26HOUSE

BLDG 25HOUSE

BLDG. NO. 2

CITY HALL

BLD

G

. N O

. 10

BU

S R

ES

BLDG 21

HOUSE

BLDG 23

HOUSE

BLDG. NO. 5

OFFICE BLDG. 6

OFFICE

BLDG. NO. 14

TOWNHOUSES

BLDG. NO. 20

WAREHOUSE

BLD

G. N

O. 1

TOWNHOUSES

BLDG. NO. 4

APARTMENTS

BLDG. NO. 3

APARTMENTS

BL

D

G . N

O . 1

TO

W N

H O

U

SE

S

BLD

G.

NO.17

BANK

BLDG. NO. 1

HOTEL

BLDG. 9

BUS/RES

BLDG. 8

BUS/RES

BLDG. NO. 7

CHURCH

BLDG.NO. 1

VEH. S

ER.

BL

D

G . N

O . 1

W

AR

EH

O U

SE

STORMWATER

POND

STORMWATER

POND

STORMWATER

POND

BLDG. NO. 32

MOSQUE

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

ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. REMOVE CONCRETE CURB.

2. REMOVE TIMBER RAILROAD TIE RETAINING WALLS AND

STEPS.

3. VEGETATION REMOVAL EXTENTS ARE FROM ENDS OF SWALE

AS SHOWN AND APPROXIMATELY 30' IN WIDTH. REMOVE ALL

TREES, BUSHES, UNDERGROWTH AND DEAD BRANCHES IN

HATCHED ARE AS SHOWN. GRIND STUMPS TO JUST BELOW

EXISTING GRADE.

CD100

CIVIL DEMOLITION PLAN1 CIVIL DEMOLITION PLAN

1" = 40'

PLAN

NORTH

1"=40'-0"SCALE:

20' 40' 80' 120'0

TYP

TYP

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

05-01-2023

GENERAL SHEET NOTES

SHEET KEYNOTES

60038652

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

30'

30'

30'

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

ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. REPLACE CONCRETE CURB

2. REPLACE RAILROAD TIE WALLS/STEPS WITH NEW SEGMENTAL CONCRETE

BLOCK WALLS/STEPS

3. SOD TLZ RAVEN

TLZ

RAVEN

BLEACHERS

BLDG. NO. 16

GYMNASIUM

BLDG. NO. 15

SCHOOL

BL

D

G

G

H O

ST

BLDG 28

HOUSE

BL

DG

N O

.1

G

HO

ST

BLDG 30

GHOST

BLD

G . N

O . 31

VEH

. SER

BLDG 24HOUSE

BLDG 27

HOUSE

BLDG 22HOUSE

BLDG 26HOUSE

BLDG 25HOUSE

BLDG. NO. 2

CITY HALL

BLD

G

. N O

. 10

BU

S R

ES

BLDG 21

HOUSE

BLDG 23

HOUSE

BLDG. NO. 5

OFFICE BLDG. 6

OFFICE

BLDG. NO. 14

TOWNHOUSES

BLDG. NO. 20

WAREHOUSE

BLD

G. N

O. 1

TOWNHOUSES

BLDG. NO. 4

APARTMENTS

BLDG. NO. 3

APARTMENTS

BL

D

G . N

O . 1

TO

W N

H O

U

SE

S

BLD

G.

NO.17

BANK

BLDG. NO. 1

HOTEL

BLDG. 9

BUS/RES

BLDG. 8

BUS/RES

BLDG. NO. 7

CHURCH

BLDG.NO. 1

VEH. S

ER.

BL

D

G . N

O . 1

W

AR

EH

O U

SE

STORMWATER

POND

STORMWATER

POND

STORMWATER

POND

BLDG. NO. 32

MOSQUE

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

05-01-2023

GENERAL SHEET NOTES

SHEET KEYNOTES

CS100

CIVIL SITE PLAN1 CIVIL SITE PLAN

1" = 40'

PLAN

NORTH

1"=40'-0"SCALE:

20' 40' 80' 120'0

TYP

TYP

C-500

C-500

TYP

C-500

TYP

C-500

C-500

TYPC-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

60038653

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYPC-500

TYPC-500

BLEACHERS

BLDG. NO. 16

GYMNASIUM

BLDG. NO. 15

SCHOOL

BL

D

G

G

H O

ST

BLDG 28

HOUSE

BL

DG

N O

.1

G

HO

ST

BLDG 30

GHOST

BLD

G . N

O . 31

VEH

. SER

BLDG 24HOUSE

BLDG 27

HOUSE

BLDG 22HOUSE

BLDG 26HOUSE

BLDG 25HOUSE

BLDG. NO. 2

CITY HALL

BLD

G

. N O

. 10

BU

S R

ES

BLDG 21

HOUSE

BLDG 23

HOUSE

BLDG. NO. 5

OFFICE BLDG. 6

OFFICE

BLDG. NO. 14

TOWNHOUSES

BLDG. NO. 20

WAREHOUSE

BLD

G. N

O. 1

TOWNHOUSES

BLDG. NO. 4

APARTMENTS

BLDG. NO. 3

APARTMENTS

BL

D

G . N

O . 1

TO

W N

H O

U

SE

S

BLD

G.

NO.17

BANK

BLDG. NO. 1

HOTEL

BLDG. 9

BUS/RES

BLDG. 8

BUS/RES

BLDG. NO. 7

CHURCH

BLDG.NO. 1

VEH. S

ER.

BL

D

G . N

O . 1

W

AR

EH

O U

SE

STORMWATER

POND

STORMWATER

POND

STORMWATER

POND

BLDG. NO. 32

MOSQUE

1. SEE SHEET C-001 FOR GENERAL NOTES, LEGENDS,

ABBREVIATIONS.

1. ELEVATION OF NEW WALLS TO MATCH EXISTING

2. ELEVATIONS OF NEW CURB TO MATCH EXISTING

3. PRIOR TO SODDING. CONTRACTOR SHALL GRADE TLZ TO PROVIDE

POSITIVE DRAINAGE. MIN 1% ADDITIONAL TOPSOIL FILL MATERIAL MAY

BE REQUIRED.

4. BACKFILL/COMPACT ERODED/SUNKEN AREAS AGAINST EXISTING

FRONT AND EACH SIDE OF STOOPS TO PROVIDE POSITIVE DRAINAGE,

WITH COMPACTED ABC AND FINES. EXTEND OUT & BLEND INTO

EXISTING GRADES AT MAX 4:1 SLOPE

5. VEGETATION REMOVAL EXTENTS ARE FROM ENDS OF SWALE AS

SHOWN AND APPROXIMATELY 30' IN WIDTH. REMOVE ALL TREES,

BUSHES, UNDERGROWTH AND DEAD BRANCHES IN HATCHED ARE AS

SHOWN. GRIND STUMPS TO BELOW EXISTING GRADE

CG100

CIVIL DRAINAGE PLAN1 CIVIL GRADING PLAN

1" = 40'

PLAN

NORTH

TYP

TYP

TYP

TYP

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

05-01-2023

GENERAL SHEET NOTES

SHEET KEYNOTES

60038654

LEGEND

FINISH GRADE AREA, BACKFILL/ COMPACT AGAINST EXISTING STOOPS

TO PROVIDE DRAINAGE WITH COMPACTED ABC AND FINES.

TYP

TYP

TYP

TYP

TYP

TYP

EXISTING

CONCRETE

STOOP

EXISTING GRAVEL PAVEMENT

FOUNDATION SOIL

FOUNDATION SOIL

COMPACTED

GRANULAR BASE

7.1°

7.1°

4H:1V SLOPE

12" FREE DRAINING

AGGREGATE

CAP BLOCK

CAP BLOCK

COMPACTED ABC AND FINES

COMPACTED ABC

AND FILLS

±1 '-1

R2

EXISTING

SIDEWALK

EXISTING

PAVEMENT

4"

6"

1" 5"

6"

COMPACTED

GRANULAR BASE

7.1°

4H:1V SLOPE

12" FREE DRAINING

AGGREGATE

CAP BLOCK

EXISTING

CONCRETE

STOOP

FOUNDATION SOIL

EXISTING CONCRETE

CURB & GRAVEL

PAVEMENT

EXISTING CONCRETE

SIDEWALK

COMPACTED ABC AND FINES

CIVIL DETAILS

C-500

SEGMENTAL BLOCK RETAINING WALL (TWO TIER)

NOT TO SCALE1

NOTES:

1. BACKFILL MATERIALS AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE

EXCAVATION AND FILL SPECIFICATION AND THE PROJECT GEO-TECHNICAL REPORT.

2. RETAINING WALL SECTION IS SHOWN FOR GENERAL REFERENCE/COORDINATION ONLY.

3. CONTRACTOR TO PROVIDE WALL GEOMETRY (LENGTH AND HEIGHT) TO MATCH EXISTING AND PROVIDE

POSITIVE DRAINAGE.

4. MAX. SLOPE 4H:1V

5. MODULAR PRECAST CONCRETE BLOCK RETAINING WALL SYSTEM. PAVESTONE OR UNILOCK BASIS OF

DESIGN

CONCRETE CURB

NOT TO SCALE2

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

05-01-2023

NOTES:

1. CURB SECTION SHOWS FOR GENERAL REFERENCE/COORDINATION ONLY, ADJUST SECTION/HEIGHT TO

MATCH EXISTING CONDITIONS.

2. EXPANSION AND CONTRACTION JOINTS TO BE PROVIDED PER PROJECT SPECIFICATIONS.

SITE AREA DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES

AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

ALL OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

STABILIZATION

7 DAYS

7 DAYS

7 DAYS

14 DAYS

14 DAYS

NONE

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED

7 DAYS FOR SLOPES GREATER

THAN 50' IN LENGTH.

NONE, EXCEPT FOR PERIMETERS AND HQW

ZONES

TIMEFRAME EXCEPTIONS

NEW STABILIZATION TIMEFRAMES

STABILIZATION SCHEDULE

NOT TO SCALE

PROVIDE SAND-BASED CENTIPEDE SOD (EREMOCHLOA OPHIUROIDES) FOR ALL TURF AREAS. SODDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION

CONTROL PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS.

TEMPORARY STABILIZATION

PERMANENT STABILIZATION

MAINTENANCE

NA

NOTES

FERTILIZATION/ FERTILIZATION/ACRE

UNWEATHERED; AVOID WEEDS

QUALITY

DRY, UNCHOPPED,

750 LBS. 10-10-10

SPREAD BY HAND OR MACHINE, MUST

BE TACKED DOWN.

SHOULD COME FROM WHEAT OR OATS

2 TONS

AMOUNT/

ACRE

MATERIAL

STRAW

GRASS TYPE

RATE PER ACRE

ACRE

NADEC 1 - APR 15

SEEDING

TIME OF

GERMAN MILLET 40 LBS.

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

750 LBS. 10-10-10 NA NA

RYE (GRAIN) &

LESPEDEZA, KOBE

120 LBS. &

50 LBS.

APRIL 15-AUG 15

TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE

NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING SHALL BE INSTALLED AND

MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND

DESIGN MANUAL AND PROJECT SPECIFICATIONS.

MULCHING MATERIALS AND APPLICATION RATES

TEMPORARY SEEDING

EXPANSION JOINTS

60038655

SEGMENTAL BLOCK RETAINING WALL (SINGLE TIER)

NOT TO SCALE4

NOTES:

1. BACKFILL MATERIALS AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE

EXCAVATION AND FILL SPECIFICATION AND THE PROJECT GEO-TECHNICAL REPORT.

2. RETAINING WALL SECTION IS SHOWN FOR GENERAL REFERENCE/COORDINATION ONLY.

3. CONTRACTOR TO PROVIDE WALL GEOMETRY (LENGTH AND HEIGHT) TO MATCH EXISTING AND PROVIDE

POSITIVE DRAINAGE.

4. MAX. SLOPE 4H:1V

5. RETURN WALL TO FORM STEP/STOOPS AT LOCATIONS WHERE TIMBER TIES RETURN TO FORM STEPS.

6. MODULAR PRECAST CONCRETE BLOCK RETAINING WALL SYSTEM. PAVESTONE OR UNILOCK BASIS OF

DESIGN

A-001

NOTES, LEGENDS & ABBREVIATIONS

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

05-01-2023

NUMBERING SYSTEM:

A-100

DISCIPLINE:

G - GENERAL

A - ARCHITECTURAL

P -PLUMBING

M - MECHANICAL

E - ELECTRICAL

SHEET NUMBER

WITHIN SERIES

FA - FIRE ALARM

T - TELECOMMUNICATIONS

C - CIVIL

DRAWING SYMBOLS:

A101

A101

1 SIM

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

Ref

EXTERIOR ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SECTION

A-101

1 SIM

PLAN, BLOW-UP DETAIL

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SPOT ELEVATION

# DEMOLITION SHEET KEYNOTE

FLOOR LEVEL & NAMENAME

ELEVATION

# SHEET KEYNOTE

101 ROOM NAME / NUMBER

ROOM NAME

NORTH ARROW

1 REVISION TAG

MATCH LINE

STANDARD SYMBOLOGY:

A ---------------------

AB ANCHOR BOLT

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AVG AVERAGE

B ---------------------

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

C ---------------------

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CDR CARD READER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CTR CENTER

D ---------------------

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DR DOOR

DS DOWNSPOUT

E ---------------------

EA EACH

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FND FOUNDATION

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN FLR FINISH FLOOR

FLASH'G FLASHING

FLR FLOOR

FRTW FIRE RETARDANT TREATED WOOD

FSTNR FASTENER

FT FEET

FTG FOOTING

---------------------G

GALV GALVANIZED

GHM GALVANIZED HOLLOW METAL

H ---------------------

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

J ---------------------

S --------------------

SF SQUARE FOOT (FEET)

SHTHG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SS STAINLESS STEEL

STD STANDARD

STL JST STEEL JOIST

STOR STORAGE

T --------------------

TEMP TEMPORARY

THK THICKNESS

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB

TRTD TREATED

V --------------------

VERT VERTICAL

W --------------------

L ---------------------

LLV LONG LEG VERTICAL

LT LIGHT

M ---------------------

MATL MATERIAL

MAX MAXIMUM

ME MATCH EXISTING

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MILS MIL THICKNESS

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTG MOUNTING

MTL METAL

N ---------------------

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P --------------------

PAR PARAPET

PCC PRECAST CONCRETE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

Q --------------------

QTY QUANTITY

R --------------------

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

RFG ROOFING

REINF REINFORCEMENT

RM ROOM

RO ROUGH OPENING

HD GALV HOT DIPPED GALVANIZING

U --------------------

UL UNDERWRITERS LABORATORY

TYP TYPICAL

RCP REFLECTED CEILING PLAN

INFO INFORMATION

HDW HARDWARE

ELECTRICAL

JT JOINT

GC GENERAL CONTRACTOR

UNO UNLESS NOTED OTHERWISE

SPAC'G SPACING

SYP SOUTHERN YELLOW PINE

H HEIGHT

W WIDTH

DIM DIMENSION

GA GAUGE

SCHED SCHEDULE

GIHM GALVANIZED INSUL HOLLOW METAL

PT, PTD PAINT, PAINTED

STL STEEL

DEMO'ED DEMOLISHED

ABBREVIATIONS

U.S. UNDERSIDE

SOW SCOPE OF WORK

---------------------F

O --------------------

GENERAL ARCHITECTURAL NOTES

1. THE EXISTING OVERALL EXTERIOR BUILDINGS WITH THEIR INTERIOR GENERAL

ARRANGEMENT FLOOR PLAN REPRESENTS A SCHEMATIC RECORD DOCUMENT,

PROVIDING THE BUILDING OWNER AND GENERAL CONTRACTOR AN ELECTRONIC

DIGITAL MEDIA, DEPICTING THE EXISTING INTERIOR AND EXTERIOR GEOMETRIC

OVERALL LAYOUTS OF ITS BUILDING ELEMENTS. PROVIDING ACTUAL DETAILED

WORKING DRAWINGS OF EXISTING ELECTRICAL AND MECHANICAL SYSTEMS ARE NOT

PART OF THE SCOPE OF THIS PROJECT.

2. ARCHITECTURAL CONTRACT DOCUMENTS (WORKING DRAWINGS) DEPICTED

GENERAL ARRANGEMENT SPACES WERE DIMENSIONALLY MEASURED FROM

EXISTING FACE TO FACE OF FINISHED INTERIOR WALL SURFACES; UNLESS NOTED

OTHERWISE.

3. FOR FULL ACTUAL CONSTRUCTION MEASUREMENTS, GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR CHECKING ALL EXISTING DIMENSIONS AND SITE VERIFYING

EXISTING CONDITIONS (ABOVE AND BELOW FINISHED FLOORS & CEILINGS), FOR ALL

THEIR ACCURACIES, BEFORE RENOVATION, ALTERATIONS OR RETROFITTING

PROCEEDS AS TO NEW CONSTRUCTION.

4. THE USE OF THE WORD 'TYPICAL' MEANS FOR ALL SIMILAR CONDITIONS UNLESS

OTHERWISE NOTED.

5. DO NOT SCALE DRAWINGS, GOVERN DIMENSIONS: LARGE SCALE DETAILS GOVERN

OVER SMALL SCALE DETAILS. THE WORK SHALL BE LAID OUT FROM DIMENSIONS

SHOWN ON THE WORKING DRAWINGS ONLY. ALL CONTRACTORS SHALL WORK FROM

MOST RECENT DRAWINGS SUPPLIED.

6. DETAILS ARE USUALLY KEYED ONLY ONCE ON THE PLANS (OR ELEVATIONS WHEN

THEY FIRST OCCUR) AND ARE TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT

CONSTRUCTION DOCUMENT SET UNLESS OTHERWISE NOTED.

7. THE GENERAL CONTRACTOR SHALL LAYOUT WALL LOCATIONS AND CENTER LINE

PLUMBING FIXTURE LOCATIONS AND REVIEW THIS LAYOUT WITH THE ARCHITECT AS

NECESSARY.

8. ALL PENETRATIONS THROUGH PARTITIONS & CEILINGS SHALL BE SEALED.

SEALANTS SHALL BE MANUFACTURED SYSTEMS AND SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

9. CONTRACTOR TO NOTIFY GOVERNMENT OF ANY DEFECTIVE DEVICE PRIOR TO

REMOVAL.

10. ANY DEVICE DAMAGED BY CONTRACTOR IS TO BE REPLACED BY THE CONTRACTOR.

11. NOTE THERE IS NO INTERIOR PAINTING EXCEPT AS NOTED IN DRAWINGS.

12. WHERE KEYNOTES ARE SHOWN ON DRAWINGS AND NOTED AS "TYP.", THEY ARE

APPLICABLE TO ALL CONDITIONS, WORK, AND MATERIALS OCCURRING THROUGHOUT

EACH BUILDING.

1. DEMOLITION AND ALTERATION NOTES SHALL NOT BE CONSIDERED TO BE ALL

INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT AND ASSESS

EACH AREA AND TO FULFILL THE INTENT OF THE DESIGN INDICATED BY THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL REVIEW ALL ITEMS TO BE DEMOLISHED WITH OWNER TO

IDENTIFY ANY ITEMS TO BE SALVAGED PRIOR TO START OF DEMOLITION.

3. EVERY PRECAUTION SHALL BE TAKEN TO MINIMIZE THE TRAVEL OF DUST AND DIRT

FROM THE CONSTRUCTION AREA TO ADJACENT SPACES. TEMPORARY DUST

PROTECTION SHALL BE COORDINATED WITH THE OWNER'S REQUIREMENTS.

4. THE CONTRACTOR SHALL STOP WORK AND INFORM OWNER IMMEDIATELY IN

WRITING OF ANY HAZARDOUS MATERIAL ENCOUNTERED OR MATERIAL THOUGHT TO

BE HAZARDOUS MATERIAL. THE OWNER, AFTER RECEIVING WRITTEN NOTICE SHALL

INSTRUCT THE CONTRACTOR ON HOW TO PROCEED.

5. PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL COORDINATE BRACING AND

MAINTAIN THE STRUCTURAL INTEGRITY OF THE REMAINING ELEMENTS OF THE

BUILDING AND ITS SYSTEMS AS REQUIRED. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE SUPPORT OF ADJACENT COMPONENTS OF THE BUILDING

DURING DEMOLITION AND NEW CONSTRUCTION WORK. THE CONTRACTOR SHALL

PROVIDE ALL TEMPORARY SHORING, SCAFFOLDING, ETC., WHICH ARE NECESSARY

TO PREVENT COLLAPSE, SUBSIDENCE, DEFLECTION OR ANY OTHER TYPE OF

DAMAGE.

6. UNINTERRUPTED POWER SHALL BE PROVIDED TO RECEPTACLES AND LIGHTING

FIXTURES IN OCCUPIED AREAS ADJACENT TO WORK AREAS DURING ALL PHASES OF

DEMOLITION AND CONSTRUCTION.

7. TEMPORARY LIGHTING SHALL BE PROVIDED THROUGHOUT THE SPACE UNDER

DEMOLITION AND CONSTRUCTION TO MINIMUM LIGHT LEVEL AS REQUIRED BY ALL

TRADES TO PERFORM WORK.

8. ALL ABANDONED PIPING, AND CONDUITS THAT ARE INDICATED TO BE REMOVED OR

NO LONGER IN SERVICE WITHIN THE AREA OF THE SCOPE OF WORK SHALL BE

CAPPED AND RECESSED BEHIND FINISHED SURFACES.

9. FOR ALL SURFACES SCHEDULED TO REMAIN, PATCH AND MATCH SURFACES

DISTURBED BY DEMOLITION OR REMOVAL OF EQUIPMENT OR UTILITIES. INSTALL

PATCHING TO MATCH ADJACENT WORK IN FINISH, STRUCTURAL QUALITIES,

COURSING OF MASONRY, SURFACE TEXTURE, COLOR AND OTHER

CHARACTERISTICS. PATCH SURFACES TO COMPLY WITH FIRE RATINGS,

SMOKE-TIGHT RATINGS, ACOUSTICAL CRITERIA AND OTHER PERFORMANCE

CRITERIA INDICATED.

10. UPON COMPLETION OF DEMOLITION WORK, LEAVE ALL AFFECTED AREAS IN BROOM

CLEAN CONDITION.

GENERAL DEMOLITION NOTES

D DIAMETER

TS TUBE STEEL

60038665

TLZ RAVEN

(SOCCER FIELD)

BLEACHERS

BLDG. NO. 16

GYMNASIUM

BLDG. NO. 15

SCHOOL

BL

D

G

G

H O

ST

BLDG 28

HOUSE

BL

DG

N O

.1

G

HO

ST

BLDG 30

GHOST

BLD

G . N

O . 31

VEH

. SER

BLDG 24HOUSE

BLDG 27

HOUSE

BLDG 22HOUSE

BLDG 26HOUSE

BLDG 25HOUSE

BLDG. NO. 2

CITY HALL

BLD

G

. N O

. 10

BU

S R

ES

BLDG 21

HOUSE

BLDG 23

HOUSE

BLDG. NO. 5

OFFICE BLDG. 6

OFFICE

BLDG. NO. 14

TOWNHOUSES

BLDG. NO. 20

WAREHOUSE

BLD

G. N

O. 1

TOWNHOUSES

BLDG. NO. 4

APARTMENTS

BLDG. NO. 3

APARTMENTS

BL

D

G . N

O . 1

TO

W N

H O

U

SE

S

BLD

G.

NO.17

BANK

BLDG. NO. 1

HOTEL

BLDG. 9

BUS/RES

BLDG. 8

BUS/RES

BLDG. NO. 7

CHURCH

BLDG.NO. 1

VEH. S

ER.

BL

D

G . N

O . 1

W

AR

EH

O U

SE

STORMWATER

POND

STORMWATER

POND

STORMWATER

POND

BLDG. NO. 32

MOSQUE

TYP

TYP

TYP

TYP

TYP

NO WORK IN

THIS AREA

LIMITS OF

CONSTRUCTION

TYP

TYP

TYP

TYP

TYP

TYP

TYP

BUILDING NO. 1 HOTEL SHEETS A101, A150, A201,

BUILDING NO. 2 CITY HALL SHEETS A102, A150, A202,

BUILDING NO. 3 APARTMENTS SHEETS A103, A150, A203,

BUILDING NO. 4 APARTMENTS SHEETS A103, A150, A203,

BUILDING NO. 5 OFFICE SHEETS A104, A151, A204,

BUILDING NO. 6 OFFICE SHEETS A104, A151, A205,

BUILDING NO. 7 CHURCH SHEETS A102, A206,

BUILDING NO. 8 BUS/RES SHEETS A105, A151, A207,

BUILDING NO. 9 BUS/RES SHEETS A105, A151, A207,

BUILDING NO. 10 BUS/RES SHEETS A106, A208,

BUILDING NO. 11 GHOST SHEETS A107, A209,

BUILDING NO. 12 TOWNHOUSES SHEETS A107, A210,

BUILDING NO. 13 TOWNHOUSES SHEETS A108, A211,

BUILDING NO. 14 TOWNHOUSES SHEETS A108, A211,

BUILDING NO. 15 SCHOOL SHEETS A109, A151, A212,

BUILDING NO. 16 GYMNASIUM SHEETS A109, A152, A213,

BUILDING NO. 17 BANK SHEETS A110, A152, A214,

BUILDING NO. 18 VEHICLE SERVICE SHEETS A110, A152, A216,

BUILDING NO. 19 WAREHOUSE SHEETS A110, A215,

BUILDING NO. 20 WAREHOUSE (NIC) NO ARCHITECTURAL SCOPE

BUILDING NO. 21 HOUSE SHEETS A106, A217,

BUILDING NO. 22 HOUSE SHEETS A106, A217,

BUILDING NO. 23 HOUSE SHEETS A111, A218,

BUILDING NO. 24 HOUSE SHEETS A111, A218,

BUILDING NO. 25 HOUSE SHEETS A111, A218,

BUILDING NO. 26 HOUSE SHEETS A111, A219,

BUILDING NO. 27 HOUSE SHEETS A111, A219,

BUILDING NO. 28 HOUSE SHEETS A111, A219,

BUILDING NO. 29 GHOST (NIC) NO SCOPE

BUILDING NO. 30 GHOST (NIC) NO SCOPE

BUILDING NO. 31 VEHICLE SERVICE SHEETS A110, A152, A216,

BUILDING NO. 32 MOSQUE (NIC) NO SCOPE

1. CLEAN AND RECOAT/ PAINT SITE WALLS

2. CLEAN, PREPARE, AND REPAINT RAILINGS AND GUARD RAILS

3. REPAIR WOOD SCREENS/ TRELLIS CLEAN AND RECOAT. REPLICATE EXISTING

CONFIGURATIONS AND PAINT ALL. FENCE / LATTICE REPAIR INCLUDES REMOVAL

AND REPLACEMENT OF ROTTED BOARDS, RESECURING BOARD ENDS WHERE

LOOSE OR DETACHED. USE STAINLESS STEEL ANNULAR THREADED RING NAILS.

PREPARE ALL SURFACES AND REPAINT.

A-002

REFERENCE BUILDING LOCATIONS

PLAN

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

05-01-2023

DIRECTORY / LIST OF BUILDINGS

1 REFERENCE BUILDING LOCATIONS PLAN

1" = 40'-0"

KEYNOTES

FOR ARCHITECTURAL SCOPE

60038666

1/8" = 1'-0"

FIRST FLOOR PLAN HOTEL BLDG 11

A-101 0 4' 8' 16'

PLAN NORTH

W19 W19 W19 W19 W19 W19 W19 W19

W19

W19W19

W19W19W19 W19 W19

W19W19

W31 W31

99R 9 9R

9 9 9

10 10 10

1010101010

12 12 12 12

1212 12 12

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2A

TYP

1. REMOVE WOOD FRAME & PLYWOOD SHUTTERS

2. REMOVE GROUTED DOOR FRAME. REMOVE & CUT GROUT & ANCHORS

FLUSH TO FACE OF CMU.

3. REMOVE EXISTING COILING DOOR AND ASSEMBLY.

4. REMOVE EXISTING OVERHEAD DOOR AND ASSEMBLY.

5. REMOVE COMPLETE STAIR ASSEMBLY WITH ALL MISCELLANEOUS

STEEL SUPPORTS & INTEGRAL RAILS & HANDRAILS. PREPARE ALL

SURFACES FOR NEW STAIR ASSEMBLIES.

6. REMOVE RUBBLE. RECORD APPROXIMATE PLACEMENT FOR PLACING

RUBBLE BACK IN PLACE AFTER STAIR WORK IS COMPLETE.

7. REMOVE STEEL STAIR SUPPORT LEDGER ANGLES BELOW STAIR

LANDINGS.

8. REMOVE EXISTING CEILING CEMENT BOARD / PLYWOOD CEILING

PANELS; REMOVE & SAVE 1X CEILING PERIMETER TRIM.

9. PREPARE STEEL RAILINGS AND STAIRS FOR REFINISHING.

10. PREPARE STEEL RAILINGS FOR REFINISHING.

11. PREPARE STEEL LADDERS FOR REFINISHING.

12. PREPARE STEEL ROOF / WALL ANCHOR RAILS / HOOKS / CHAINS /

STANCHIONS / BOLLARDS FOR REFINISHING.

13. PREPARE STEEL DOWNSPOUTS AND SCUPPERS FOR REFINISHING.

14. PREPARE EXTERIOR MASONRY, PRECAST LINTELS & PREVIOUSLY

FINISHED SURFACES FOR REFINISHING.

15. REMOVE EIFS SYSTEM, INSULATION AND SHEATHING FROM PARAPET

AND SOFFIT.

16. REMOVE METAL WALL CAP AND PRESERVE FOR RE-INSTALLATION.

17. PREPARE CONCRETE/CONCRETE TOPPING DECK SURFACE FOR

COATING.

1. FRAME & SHUTTERS ASSEMBLY

2. DOOR & FRAME; SEE LEGEND BELOW.

2A. CASED FRAME; SEE LEGEND BELOW.

3. COILING DOOR ASSEMBLY.

4. OVERHEAD DOOR ASSEMBLY.

5. STAIR ASSEMBLY WITH ALL MISCELLANEOUS STEEL SUPPORTS, RAILS AND

HANDRAILS.

6. RE-PLACE EXISTING RUBBLE.

7. STEEL SUPPORT LEDGER ANGLES BELOW STAIR LANDINGS. SIZE SAME AS

ORIGINAL DEMOLISHED LEDGER ANGLES.

8. CEMENT BOARD CEILING PANELS. REINSTALL 1X PERIMETER TRIM. REPLACE

ANY BROKEN / MISSING PIECES.

9. PAINT STEEL RAILINGS AND STAIRS.

10. PAINT STEEL RAILINGS.

11. PAINT STEEL LADDERS. RE-SECURE LOOSE BOLTS/ANCHORS.

12. PAINT STEEL ROOF / WALL ANCHOR RAILS / HOOKS / CHAINS & STANCHIONS &

BOLLARDS.

13. PAINT STEEL DOWNSPOUTS AND SCUPPERS.

14. PAINT EXTERIOR MASONRY & PRECAST LINTELS INCLUDING TRIM & ADJACENT

SURFACES.

15. WOOD TRELLIS/FRAME. MATCH ADJACENT FRAMING SIZE, SPACING AND

ELEVATION. PREPARE AND PAINT.

16. REPAIR WOOD FENCE/LATTICE. PREPARE AND PAINT.

17. BIRD/BAT SCREENING

18. CEMENT BOARD SIDING PANELS, REPLACE 1X PERIMETER TRIM TO MATCH.

19. RE-INSTALL METAL CAP FLASHING

20. CONCRETE DECK SURFACE COATING; CONTINUE COATING 16" INSIDE BLDG

DOORWAYS

WINDOW ASSEMBLIES - SEE DEMO KEYNOTE 1 AND NEW WORK KEYNOTE 1 THIS

SHEET. SEE SHEET A-601 FOR ELEVATIONS, & A-503 FOR DETAILS.

CASED METAL DOOR FRAME (NO DOOR OR HARDWARE PREPS). SEE DEMO

KEYNOTE 2 AND NEW WORK KEYNOTE 2A THIS SHEET. SEE A-503 FOR FRAME

DETAILS, A-601 FOR DOOR & FRAME SCHEDULE.

METAL DOOR FRAME. SEE DEMO KEYNOTE 2 AND NEW WORK KEYNOTE 2 THIS

SHEET. SEE A-503 FOR FRAME DETAILS, A-601 FOR DOOR & FRAME SCHEDULE.

WHERE RATED DOOR IS INDICATED BY DOOR #R, FRAME MUST BE RATED.

METAL DOOR. SEE A-601 FOR DOOR & FRAME SCHEDULE.

METAL DOOR AND/OR FRAME. SEE DOOR & FRAME SCHEDULE ON SHEET A-601.

"R" INDICATES RATED FRAME & DOOR ASSEMBLY.# #R

1/8" = 1'-0"

SECOND FLOOR PLAN HOTEL BLDG 12

A-101 0 4' 8' 16'

PLAN NORTH

W19 W19 W19 W19 W19 W19 W19 W19

W19

W19

W19

W19

W19

W19W19W19W19W19

W34

W34

W34

W34

W32 W32W33W33

1R 1 11

1 1 1

1 1 1R 2 2

224 444

4 4 4 4 4 4

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2A

TYP

W19

1/8" = 1'-0"

THIRD FLOOR PLAN HOTEL BLDG 13

A-101 0 4' 8' 16'

PLAN NORTH

W19 W19 W19 W19 W19 W19 W19 W19

W19 W19 W19 W19 W19 W19 W19 W19 W19

W19W19

W19

1R

1 1

1 1

1 1

2 2 2 2 2 2

2 2 2 2 2

44444444

4 4 4 4 4 4 4

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

2A

TYP

1/8" = 1'-0"

BASEMENT PLAN HOTEL BLDG 14

A-101 0 4' 8' 16'

PLAN NORTH

TYP

SEE SHEETS

PD101 & P-101

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

DEMOLITION KEY NOTES

NEW WORK KEYNOTES

05-01-2023

GENERAL SHEET NOTES

A-101

FLOOR PLAN, BLDG 1 - HOTEL

1. SEE SHEET A-001 FOR ARCHITECTURAL ABBREVIATIONS, SYMBOLS, NOTES AND LEGENDS. ALL

KEYNOTES MAY NOT BE USED ON ALL SHEETS.

2. SEE SHEET G-002 FOR ADDITIONAL GENERAL NOTES INCLUDING LIST OF PROJECT PRIORITY WORK ORDER. REFER TO CIVIL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND

INFORMATION.

3. ALL WORK NOTED IS NEW UNLESS SPECIFICALLY REFERRED TO AS EXISTING.

4. REMOVE AND DEMOLISH ALL DOORS AND HARDWARE.SEE SHEET A-601 FOR DOOR SCHEDULE.

FRAMES WHICH MUST BE REPLACED ARE INDICATED BY SYMBOL; SEE LEGEND BELOW.

5. PROVIDE CONCRETE SPLASH BLOCKS AT ALL DOWNSPOUT LOCATIONS.

60038667

NOTES RE DOORS AND FRAMES, ALL BUILDINGS, SHEETS

A-101 THRU A-111:

FRAMES WHICH MUST BE REPLACED ARE INDICATED BY

TRIANGLE SYMBOLS, WITH TYPE OF FRAME AS DESCRIBED IN

LEGEND.

NOT ALL FRAMES ARE REPLACED. ALL EXISTING FRAMES

MUST BE PREPARED AND PAINTED.

DOOR REPLACEMENT IS INDICATED BY DOOR SYMBOL &

NUMBER AS DESCRIBED IN LEGEND.

LEGEND

FIRST FLOOR PLAN CITY HALL BLDG 21

A-102 0 4' 8' 16'

PLAN NORTH

W6 W6 W5

W6

W6

W6

W6

W6

W6

W6

W6

W6 W6 W6 W6 W6

W6

W6

W6

W6

W6

1R

1R

1 1

2 2 2

TYP

TYP

TYP

TYP

A-501

A-501

5 5

SIM.

SIM.

2A

TYP

1. REMOVE WOOD FRAME & PLYWOOD SHUTTERS

2. REMOVE GROUTED DOOR FRAME. REMOVE & CUT GROUT & ANCHORS

FLUSH TO FACE OF CMU.

3. REMOVE EXISTING COILING DOOR AND ASSEMBLY.

4. REMOVE EXISTING OVERHEAD DOOR AND ASSEMBLY.

5. REMOVE COMPLETE STAIR ASSEMBLY WITH ALL MISCELLANEOUS

STEEL SUPPORTS & INTEGRAL RAILS & HANDRAILS. PREPARE ALL

SURFACES FOR NEW STAIR ASSEMBLIES.

6. REMOVE RUBBLE. RECORD APPROXIMATE PLACEMENT FOR PLACING

RUBBLE BACK IN PLACE AFTER STAIR WORK IS COMPLETE.

7. REMOVE STEEL STAIR SUPPORT LEDGER ANGLES BELOW STAIR

LANDINGS.

8. REMOVE EXISTING CEILING CEMENT BOARD / PLYWOOD CEILING

PANELS; REMOVE & SAVE 1X CEILING PERIMETER TRIM.

9. PREPARE STEEL RAILINGS AND STAIRS FOR REFINISHING.

10. PREPARE STEEL RAILINGS FOR REFINISHING.

11. PREPARE STEEL LADDERS FOR REFINISHING.

12. PREPARE STEEL ROOF / WALL ANCHOR RAILS / HOOKS / CHAINS /

STANCHIONS / BOLLARDS FOR REFINISHING.

13. PREPARE STEEL DOWNSPOUTS AND SCUPPERS FOR REFINISHING.

14. PREPARE EXTERIOR MASONRY, PRECAST LINTELS & PREVIOUSLY

FINISHED SURFACES FOR REFINISHING.

15. REMOVE EIFS SYSTEM, INSULATION AND SHEATHING FROM PARAPET

AND SOFFIT.

16. REMOVE METAL WALL CAP AND PRESERVE FOR RE-INSTALLATION.

17. PREPARE CONCRETE/CONCRETE TOPPING DECK SURFACE FOR

COATING.

1. FRAME & SHUTTERS ASSEMBLY

2. DOOR & FRAME; SEE LEGEND BELOW.

2A. CASED FRAME;…