Attachment J1 - Drawings 1246.pdf

VAIGNEUR.CHRISTOPHER.

L.1264998332

Digitally signed by

VAIGNEUR.CHRISTOPHER.L.1264998332

Date: 2023.09.26 08:55:28 -04'00'

LANOIE.RONALD.L.1011923

Digitally signed by

LANOIE.RONALD.L.1011923352

Date: 2023.09.26 13:08:28 -04'00'

CRAFT.RICHARD.S.10585

99340

Digitally signed by

CRAFT.RICHARD.S.1058599340

Date: 2023.09.27 07:31:30 -04'00'

RAMIREZ.PHILIP.JOHN.139558

Digitally signed by

RAMIREZ.PHILIP.JOHN.1395586064

Date: 2023.09.26 11:11:33 -04'00'

WEBB.OWEN.H.

1229842990

Digitally signed by

WEBB.OWEN.H.1229842990

Date: 2023.09.27 07:37:58 -04'00'

GATES.JEREMY.B

RYAN.1172057701

Digitally signed by

GATES.JEREMY.BRYAN.117205

Date: 2023.09.27 15:41:56 -04'00'

THE DRAWINGS IN THIS SET ARE A STAND ALONE

PACKAGE. THE ADDITIONAL PACKAGE DESIGNATIONS

BELOW ARE FOR INFORMATION ONLY:

A. REPAIR PHASE 4 BEQ BUILDING 1244F (BE1812M)

AND 1247I (BE1815M)

B. REPAIR PHASE 4 BEQ BUILDING 1245G (BE1813M)

C. REPAIR PHASE 4 BEQ BUILDING 1246H (BE1814M)

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-O

CT-2

www.cems-ae.com | PM: Dave Yensan | Project: 18152T | 843.875.3637

SHEET

SIZE

ISSUE DATE:

F

SCALE: OF

REVISIONS

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (30"x42") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

08 SEPT 2023

M. JOHANNES

D. VON TERSCH

G-002C

D. VON TERSCH

INDEX OF DRAWINGS - BLDG 1246H

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

N40085-18-D-0616

28526

INDEX OF DRAWINGS - BLDG 1246H

# OF

TOTAL P.W.#

SHEET

NO. SHEET TITLE

GENERAL

1 28525 G-001 COVER SHEET

2 28526 G-002C INDEX OF DRAWINGS - BLDG 1246H

CIVIL

3 28527 C-001C LEGEND AND GENERAL NOTES

4 28528 C-002C GENERAL NOTES

5 28529 VF101C EXISTING TOPOGRAPHIC SURVEY

6 28530 CD101C DEMOLITION / EROSION CONTROL PLAN

7 28531 CS101C SITE PLAN

8 28532 C-501C EROSION CONTROL DETAILS

9 28533 C-502C DETAILS

STRUCTURAL

10 28534 S-001 GENERAL NOTES AND DESIGN LOADS

11 28535 S-002 SPECIAL INSPECTIONS AND NOTES

12 28536 S-101C FIRST, SECOND AND THIRD FLOOR PLANS - BLDG 1246H

13 28537 S-102C ROOF AND CEILING FRAMING PLANS - BLDG 1246H

14 28538 S-301 DETAILS AND SECTIONS

15 28539 S-302 SECTIONS

16 28540 S-401 ENLARGED STAIR PLAN AND SECTIONS

17 28541 S-402 ENLARGED STAIR PLAN AND SECTIONS

18 28542 S-501 TYPICAL DETAILS

ARCHITECTURAL

19 28543 A-001 ABBREVIATIONS, SYMBOLS AND LEGENDS

20 28544 A-002 GENERAL NOTES

21 28545 AD101C DEMOLITION FIRST, SECOND AND THIRD FLOOR PLANS -

BLDG 1246H

22 28546 AD102C DEMOLITION ATTIC AND ROOF PLANS - BLDG 1246H

23 28547 AD103C DEMOLITION FIRST, SECOND AND THIRD FLOOR

REFLECTED CEILING PLANS - BLDG 1246H

24 28548 AD201C DEMOLITION EXTERIOR ELEVATIONS - BLDG 1246H

25 28549 AD401 TYPICAL DEMOLITION ENLARGED SLEEPING ROOM

PLANS

26 28550 AD901 DEMOLITION PHOTOS AND DETAIL

27 28551 A-101C FIRST, SECOND AND THIRD FLOOR PLANS - BLDG 1246H

28 28552 A-102C ATTIC AND ROOF PLANS - BLDG 1246H

29 28553 A-103C FIRST, SECOND AND THIRD FLOOR REFLECTED CEILING

PLANS - BLDG 1246H

30 28554 A-201C EXTERIOR ELEVATIONS - BLDG 1246H

31 28555 A-301 SECTIONS

32 28556 A-401 ENLARGED SLEEPING ROOM PLANS

33 28557 A-501 DETAILS

34 28558 A-502 DETAILS

35 28559 A-601 FINISH SCHEDULE AND CABINET DETAILS

INTERIORS

36 28560 I-001 INTERIORS GENERAL NOTES AND ABBREVIATIONS

FIRE PROTECTION

37 28561 F-101C FIRST, SECOND AND THIRD FLOOR SUPPRESSION PLAN-

BLDG 1246H

MECHANICAL

38 28562 M-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

39 28563 M-101C FIRST, SECOND, AND THIRD FLOOR PLANS - BLDG 1246H

40 28564 M-401 ENLARGED PLANS

41 28565 MP402 TYPICAL SLEEPING ROOM PLAN, ABBREVIATIONS,

LEGEND AND SCHEDULE

42 28566 M-501 SECTIONS AND ENLARGED PLANS

43 28567 M-601C SCHEDULES - BLDG 1246H

44 28568 M-701 CONTROLS LEGEND AND ABBREVIATIONS

45 28569 M-702 CONTROLS

46 28570 M-703 CONTROLS

ELECTRICAL

47 28571 E-001 GENERAL NOTES, LEGENDS AND MOUNTING HEIGHTS

48 28572 E-101C FIRST, SECOND AND THIRD FLOOR PLANS - BLDG 1246H

49 28573 E-102C ATTIC AND ROOF PLANS - BLDG 1246H

50 28574 E-401 ENLARGED PLAN

51 28575 E-501 LIGHTING SCHEDULES AND DETAILS

52 28576 E-502 DETAILS

TOTAL: 52

SYM. DESCRIPTION DATE APP.

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

W

IS

CONSIN

A R

C H I T E C

T

-O

CT-2

J. BARNES

D. FARLEY

LEGEND AND GENERAL NOTES

C. MOORING

SHEET

SIZE

F

SCALE: AS NOTED OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (34"x22") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

N40085-18-D-0616

REVISIONS

SYM. DESCRIPTION DATE APP.

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

www.cems-ae.com | Summerville, SC | Wilmington, NC | 843.875.3637

ISSUE DATE: 08 SEPT 2023

SURVEY LEGEND

EXISTING

BUILDING OUTLINE

CONTOUR25

SANITARY SEWER (REC DRAWING)SS DATUR

STORM DRAIN

UNDERGROUND ELECTRICAL

(REC DRAWING)UE DATUR

UNDERGROUND COMMUNICATIONS

(REC DRAWING)

WATER LINE

SANITARY SEWER

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

TU DATUR

HIGH PRESSURE STEAM (REC DRAWING)ST DATUR

UNKNOWN UNDERGROUND UTILITYUNKx UNKx

WATER LINE (REC DRAWING)W DATUR W DATUR

STORM DRAIN (REC DRAWING)SD DATUR

CONCRETE CURB AND GUTTER

EDGE OF PAVEMENT

SCO

BENCHMARK / CONTROL POINT

COMMUNICATIONS MANHOLE

DRAINAGE MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

ELECTRICAL MANHOLE

LIGHT POLE

TELEPHONE PEDESTAL

TELEVISION PEDESTAL

ELECTRICAL DEVICE

FENCE

GAS LINE

OVERHEAD ELECTRICAL

POWER POLE

WATER VALVE

BOLLARD

DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

GUY WIRE

SIGN

TREE

CONCRETE SIDEWALK

CIVIL LEGEND

EXISTING

BUILDING OUTLINE

CONTOUR25

SANITARY SEWER (REC DRAWING)SS DATUR

STORM DRAIN

UNDERGROUND ELECTRICAL

(REC DRAWING)UE DATUR

UNDERGROUND COMMUNICATIONS

(REC DRAWING)

WATER LINE

SANITARY SEWER

UNDERGROUND COMMUNICATIONS

UNDERGROUND ELECTRICAL

TU DATUR

HIGH PRESSURE STEAM (REC DRAWING)ST DATUR

UNKNOWN UNDERGROUND UTILITYUNKx UNKx

WATER LINE (REC DRAWING)W DATUR W DATUR

STORM DRAIN (REC DRAWING)SD DATUR

CONCRETE CURB AND GUTTER

SCO

BENCHMARK / CONTROL POINT

COMMUNICATIONS MANHOLE

DRAINAGE MANHOLE

ELECTRIC TRANSFORMER

FIRE HYDRANT

ELECTRICAL MANHOLE

LIGHT POLE

TELEPHONE PEDESTAL

TELEVISION PEDESTAL

ELECTRICAL DEVICE

FENCE

GAS LINE

OVERHEAD ELECTRICAL

POWER POLE

WATER VALVE

BOLLARD

DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

GUY WIRE

SIGN

TREE

NEW

CONCRETE SIDEWALK

ASPHALT PAVEMENT

STORM DRAIN CLEANOUT

DOWNSPOUT

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

ASPHALT PAVEMENT

TO BE REMOVED

SILT FENCE

INLET PROTECTION

TREE PROTECTION

WHEELSTOP

BEQ 1246H

COORDINATE TABLE

POINT

NORTHING

227909.125

EASTINGLOCATION /

BLDG CORNER

NORTHWEST

NORTHEAST

SOUTHEAST

SOUTHWEST

2087239.541

227909.528 2087287.639

227732.184 2087289.124

227731.782 2087241.026

WHEELSTOP

C-001C

DOWNSPOUT

BUILDING COORDINATE POINT

(SHOWN ON CS101C AND TABLE BELOW)

STORM DRAIN = SD

MANHOLE = MH

TYP. = TYPICAL

REINFORCED CONCRETE PIPE = RCP

DUCTILE IRON PIPE = DIP

HIGH DENSITY POLYETHYLENE = HDPE

ABBREVIATIONS

LAND DISTURBANCE NOTES

1. THE PROJECT AREA IS APPROXIMATELY 7.8 ACRES AS SHOWN BY THE LIMITS OF

CONSTRUCTION. DISTURBED AREA IS APPROXIMATELY 0.6 ACRES AS SHOWN BY SILT

FENCE UNLESS OTHERWISE SHOWN BY THE LIMITS OF DISTURBANCE.

2. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS AND NOT PAVED SHALL BE

SODDED / GRASSED. PROVIDE PERMANENT SODDING AND TEMPORARY SEEDING PER

COVERAGE REQUIREMENTS, SEE SHEET C-002C.

3. THE PROPERTY IS LOCATED WITHIN BEAUFORT COUNTY, SOUTH CAROLINA LOCATED

ON BEAUFORT USGS QUAD SHEET AND OUTFALLS TO BRICKYARD CREEK.

4. THIS DEVELOPED PROPERTY LIES IN ZONE X PER FIRM COMMUNITY NO. 450025, PANEL

007D, DATED EFFECTIVE DATE SEPTEMBER 29, 1986.

5. THE DISTURBED ACREAGE IS 0.6 ACRES, OF WHICH NO NEW IMPERVIOUS AREA OR

BUILT UPON AREA (BUA) WILL BE CONSTRUCTED IN PROJECT AREA; THEREFORE, DOES

NOT REQUIRE SCDHEC PERMITTING FOR SEDIMENT & EROSION CONTROL AND

STORMWATER, ONLY NOTIFICATION LETTERS. A COASTAL AREA MANAGEMENT ACT

(CAMA) MAJOR DEVELOPMENT PERMIT IS NOT REQUIRED.

6. SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL (SCDHEC)

PERMITTING SUBMISSION AND ACQUISITION SHALL BE HANDLED BY MCAS BEAUFORT,

NATURAL RESOURCES AND ENVIRONMENTAL AFFAIRS OFFICE WITH ASSISTANCE FROM

ENGINEER OF RECORD (EOR).

TRANSF. = TRANSFORMER

INVERT ELEVATION = IE

ELEV. = ELEVATION

FRAME (RIM ELEVATION) = FR

INSTALLATION ACCESS

1. CONTRACTOR AND SUB-CONTRACTOR PERSONNEL ARE REQUIRED TO FOLLOW THE

PROCEDURES FOR BASE ACCESS AND DBIDS PROCESS TO ACCESS THE BASE.

DEMOLITION NOTES

1. UNLESS NOTED OTHERWISE, DEMOLITION WORK ENTAILS COMPLETE REMOVAL OF THE

ITEMS OR STRUCTURES IN THEIR ENTIRETY. REPAIR, REMOVAL AND REPLACEMENT OF

PAVEMENT AND SITE ITEMS SHOWN IS THE MINIMUM AMOUNT REQUIRED TO COMPLETE

THE PROJECT. ALL DEMOLISHED MATERIAL SHALL BE REMOVED FROM THE INSTALLATION.

2. SAW CUT AND REMOVE ALL EXISTING PAVEMENT AS NOTED ON PLANS. PROVIDE NEAT

AND CLEAN JOINTS AT PAVEMENT TO REMAIN. REMOVE AND REPLACE THE FULL SECTION.

3. ALL DEPRESSIONS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE FILLED &

COMPACTED WITH SUITABLE SOILS TO EXISTING GRADE AND SLOPED FOR POSITIVE

DRAINAGE. OFFSITE BORROW NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT

SHALL BE PROVIDED BY THE CONTRACTOR.

4. AFTER GRADING ACTIVITY HAS BEEN COMPLETED, THE CONTRACTOR SHALL PLACE

NECESSARY TOPSOIL AND SOD AS SPECIFIED ON THE SHEETS IN ALL DISTURBED

LOCATIONS NOT TO BE PAVED.

1. PLACE SCDHEC LAND DISTURBANCE NOTIFICATION, APPROVED PLANS AND THE ON-SITE SWPPP

(OS-SWPPP) AT A LOCATION ON THE SITE.

2. BEFORE LAND DISTURBING ACTIVITIES, THE LOCAL EQC MUST BE NOTIFIED, A DIG PERMIT SHALL

BE SUBMITTED TO MCAS WITH ADEQUATE NOTICE, AND A SWPPP PRECONSTRUCTION MEETING

PERFORMED.

3. INSTALL TEMPORARY CONSTRUCTION CHAIN LINK FENCING UPON APPROVAL BY CONTRACTING

OFFICER AND MCAS BEAUFORT FEAD.

4. INSTALL SILT FENCE, INLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

WHERE INDICATED ON THE PLANS OR AS NECESSARY. DISTURBANCE SHOULD BE MINIMAL AS

NECESSARY TO INSTALL MEASURES.

5. ESTABLISH PROPER CONSTRUCTION LIMITS TO LIMIT NON-CONSTRUCTION PERSONNEL FROM

WORK AREA.

6. REMOVE ALL CONCRETE SIDEWALKS AND ANY SITE STRUCTURES / FEATURES SPECIFIED TO BE

REMOVED ON THE PLANS.

7. TRENCHING AND INSTALLATION OF NEW STORM DRAINAGE LINES AND STRUCTURES MAY BEGIN.

SEQUENCE SHALL BE DICTATED BY WHETHER PRODUCTS / SUBMITTALS HAVE BEEN APPROVED.

SEE MECHANICAL PLANS FOR MORE DETAILS AND IMPROVEMENTS WITHIN 5 FEET OF BUILDINGS.

8. FILL AND COMPACT ALL TRENCHES.

9. INSTALL ALL NEW CONCRETE SIDEWALK.

10. COMPLETE FINISHED GRADING OPERATIONS AND PAVEMENT REPAIRS.

11. INITIATE PERMANENT VEGETATIVE STABILIZATION MEASURES.

12. REMOVE ACCUMULATED SEDIMENT AND MAINTAIN SEDIMENT DEVICES UNTIL SITE HAS BEEN

STABILIZED.

13. REMOVE SEDIMENT DEVICES ONCE SITE HAS BEEN STABILIZED AND GIVEN APPROVAL BY

GOVERNMENT.

14. SUBMIT NOTICE OF TERMINATION OF SCDHEC AND MEET ALL OF THE LAND DISTURBANCE

PERMIT REQUIREMENTS.

1. SEE SHEET C-501C THROUGH C-502C FOR CIVIL DETAILS.

2. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO STORM INLETS.

3. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND REPLACEMENT OF

CONCRETE PAVEMENT AS NECESSARY TO CONSTRUCT THE PROJECT. PAVEMENT REMOVAL

AND REPLACEMENT SHOWN IS THE MINIMUM AMOUNT REQUIRED TO CONSTRUCT THE PROJECT.

4. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE LATERALS, AND

DRAINAGE STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR

SHALL VERIFY THE EXACT LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND TO

PROTECT THE SAME DURING CONSTRUCTION.

5. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES SHOWN HEREON ARE

BASED ON FIELD OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION PROVIDED BY

OTHERS. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE AND WILL

BE RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO CONSTRUCTION.

6. CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE UTILITIES IN AREAS

WHERE WORK IS CONDUCTED, AND ENSURE THEY ARE TURNED OFF PROPERLY BEFORE

BEGINNING CONSTRUCTION.

7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE DONE TO ANY

NEW AND EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS SECTION.

8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE

PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE GOVERNMENT FROM

DAMAGE. CONTRACTOR TO VERIFY EXISTING UTILITY (STORM DRAIN, WATER LINE, ETC...) LINE

SIZES AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BEFORE ORDERING

MATERIALS. ADVANCED PERMISSION FROM THE INSTALLATION FOR PHOTOGRAPHY TO

DOCUMENT EXISTING CONDITIONS PRIOR TO START OF ANY WORK IS REQUIRED.

9. PRIOR TO STORM DRAIN LINE INSTALLATION, THE CONTRACTOR MUST VERIFY ELEVATIONS OF ALL THE EXISTING UTILITIES AT ALL UTILITY CROSSINGS. IF CONFLICT EXISTS, CONTRACTOR

SHALL RELOCATE UTILITIES AS NECESSARY AND NOTIFY THE CONTRACTING OFFICER (COR).

CONTRACTOR TO TAKE EVERY MEASURE TO LOCALIZE OUTAGES TO BUILDINGS. COORDINATE

ALL NECESSARY OUTAGES WITH COR.

CONSTRUCTION SEQUENCE NOTES

SCDHEC NOTES

1. STORMWATER, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IN PLACE FOR

THE DURATION OF SITE WORK IN ACCORDANCE WITH THE DRAWINGS. MEASURES SHALL

BE ESTABLISHED PRIOR TO SITE DISTURBANCE (TOTALING 0.6 ACRES) AND MAINTAINED

THRU STABILIZATION CLOSEOUT.

2. I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED

SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM.

FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS

CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF

LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF

APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000.

17.7'

SPOT ELEVATION

SPOT ELEVATION

GENERAL NOTES

18.25

18.25

EDGE OF PAVEMENT / SIDEWALK

28527

10/4/2023

C-002C

D. FARLEY

GENERAL NOTES

C. MOORING

SHEET

SIZE

F

SCALE: AS NOTED OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (34"x22") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

N40085-18-D-0616

REVISIONS

SYM. DESCRIPTION DATE APP.

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

www.cems-ae.com | Summerville, SC | Wilmington, NC | 843.875.3637

ISSUE DATE: 08 SEPT 2023

SITE INVESTIGATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN AS-BUILT SURVEY (PERFORMED BY A

SURVEYOR LICENSED IN THE STATE OF SOUTH CAROLINA) OF ALL ABOVE AND BELOW GROUND SITE FEATURES, INCLUDING UTILITIES, WITHIN THE PROJECT SITE AND AREA AFFECTED BY THIS PROJECT SCOPE. SURVEY SHALL CAPTURE ALL UTILITIES AND STRUCTURES. SURVEY SHALL PROPERLY VERIFY THE LOCATION, ELEVATION / DEPTH, RIM, INVERT(S) AND ITEM SIZE(S).

2. THE CONTRACTOR SHALL HIRE A UTILITY LOCATE COMPANY TO LOCATE AND MARK ALL SUBSURFACE UTILITIES OR OTHER NOTEWORTHY ITEMS FOR AWARENESS AND TO ENSURE PROTECTION IN THE VICINITY OF

EARTHWORK, DEMOLITION, REPAIR AND CONSTRUCTION.

3. ALL EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATIONS PER GIS DATA, LIDAR DATA, AND INSTALLATION RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY LOCATIONS, SIZES, AND DEPTHS OF ALL EXISTING ABOVE & BELOW GROUND UTILITIES AT LEAST 48 HOURS PRIOR TO THE START OF EARTHWORK, DEMOLITION, REPAIR AND CONSTRUCTION. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY

DISCREPANCIES AFFECTING EXCAVATION, DEMOLITION, REPAIR OR CONSTRUCTION.

4. THE CONTRACTOR SHALL CALL PUPS, 811 OR (888) 721-7877, BEFORE ANY EXCAVATION AND COORDINATE WITH MARINE CORPS AIR STATION (MCAS) ON LOCATING REQUIREMENTS. SOUTH CAROLINA STATE LAW REQUIRES ANY ACTIVITY THAT RESULTS IN THE MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER MATERIALS IN OR ON THE GROUND REQUIRES THE EXCAVATOR TO CONTACT THE UTILITY COMPANY OR ONE CALL CENTER WITH ADEQUATE INFORMATION REGARDING THE DIG. EACH EXCAVATOR IS REQUIRED TO WAIT 72-HOURS OR 3

BUSINESS DAYS BEFORE STARTING THE DIGGING WORK.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS (AS NECESSARY) WITHIN

THE PROJECT AREA. SOME UTILITY CONTACT INFORMATION IS AS FOLLOWS:

COMCAST: 4400 BELLE OAKS DR. CHARLESTON, SC 29405. 843-266-3010

DOMINION ENERGY: PO BOX 1168, BEAUFORT, SC 29901. 843-525-7731

CENTURYLINK: PO DRAWER 1659, BEAUFORT, SC 29902. 843-525-7979

HARGRAY COMMUNICATIONS GROUP, INC: PO BOX 346 BLUFFTON, SC 29910. 843-815-1676

BJWSA: 6 SNAKE RD OKATIE, SC 29909. 843-987-9229.

6. KNOWN UNDERGROUND UTILITY LOCATIONS ARE SHOWN ON THE PLAN. THE CONTRACTOR IS HEREBY NOTIFIED THAT NOT ALL UTILITY LOCATIONS ARE SHOWN AND/OR KNOWN, BUT COULD POSSIBLY BE ENCOUNTERED IN THE AREA OF WORK. ALL UTILITIES ENCOUNTERED SHALL BE PROTECTED DURING EXCAVATION, DEMOLITION, REPAIR AND CONSTRUCTION UNLESS OTHERWISE STATED TO BE REMOVED.

ENVIRONMENTAL NOTES

1. IF ANY SUSPECTED ARTIFACTS ARE DISCOVERED DURING GROUND DISTURBING ACTIVITIES, ALL WORK

SHOULD STOP AND NREAO (AND PROJECT MANAGER / CONTRACTING OFFICER) SHOULD BE NOTIFIED

IMMEDIATELY.

2. ALLIGATORS HAVE BEEN KNOWN TO INHABIT VARIOUS STORM WATER OUTFALLS. WORKERS SHOULD BE AWARE OF THEIR POTENTIAL PRESENCE. IF ENCOUNTERED, CONTACT NREAO PERSONNEL IMMEDIATELY FOR

ALLIGATOR REMOVAL/RELOCATION.

3. AREA IN-SITU MATERIAL IS KNOWN TO BE CONTAMINATED WITH PER- AND POLYFLUOROALKYL SUBSTANCES (PFAS). EXCAVATED EARTHWORK SHALL BE BACKFILLED IN PLACE. ALTERNATIVELY, CONTAMINATED MATERIAL SHALL BE CONTAINED, ENCLOSED, AND FOLLOW REQUISITE STATE AND FEDERAL REQUIREMENTS

FOR REMOVAL AND DISPOSAL.

4. BENTONITE CLAY AND/OR OTHER MATERIALS USED FOR DIRECTIONAL DRILLING MUST BE REMOVED FROM THE INSTALLATION. FOLLOW REQUISITE STATE AND FEDERAL REQUIREMENTS FOR REMOVAL AND DISPOSAL.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO ACQUIRE ALL NECESSARY PERMITS PER STATE, FEDERAL REGULATIONS, AND OSHA STANDARDS INCLUDING HAZARDOUS MATERIAL PERMITTING. A COPY OF THE LEAD AND ASBESTOS REPORT MUST BE SUBMITTED TO SCDHEC AT LEAST (10) WORKING DAYS PRIOR TO DEMOLITION WHEN APPLYING FOR A DEMOLITION PERMIT. ALL PERMITS/ RECEIPTS/ INSPECTION DOCUMENTS

SHALL BE COORDINATED WITH MCAS PROGRAM MANAGER, CHRIS DOSHER AT

CHRISTOPHER.DOSHER@USMC.MIL. PROPER LABELING, TRANSPORTING, AND DISPOSAL OF HAZARDOUS

CONTAINING MATERIALS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

6. UNLESS EXPLICITLY STATED, VAULTS SHALL BE CONSIDERED AS POSSIBLE SOURCES OF ASBESTOS CONTAINING MATERIAL. WET METHODS MUST BE EMPLOYED IF VAULT IS NOT ALREADY MOISTENED OR UNDERWATER. DUST SUPPRESSION VIA AMENDED WATER SHALL BE USED AT THE POINT OF DUST GENERATION. HEPA VACUUMS AT THE POINT OF WORK SHALL BE USED TO COLLECT ANY REMAINING AIRBORNE FIBERS. SHOULD THERE BE A CONCERN FOR SIGNIFICANT DUST GENERATION, THE GENERAL SETUP OF VAULTS AND MANHOLES MUST ENABLE THE USE OF NEGATIVE PRESSURE CONTAINMENT. EXPOSURE MONITORING OF AIRBORNE FIBERS MUST BE CONDUCTED. THE MONITORING WILL BE USED TO CREATE A “NEGATIVE EXPOSURE ASSESSMENT” AND WILL DICTATE WHAT THE APPROPRIATE LEVEL OF RESPIRATORY PROTECTION IS. RUN INITIAL AIRBORNE ASBESTOS “EXCURSION” SAMPLES TO DEVELOP A NEGATIVE EXPOSURE ASSESSMENT. UNDER NO CIRCUMSTANCES SHALL PERSONNEL USE COMPRESSED AIR OR OTHER

GASES IN THE VAULTS FOR THE PURPOSE OF “PUSHING” A DEVICE THROUGH THE CONDUIT.

7. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE AND DISPOSED OF OFFSITE AT A FACILITY LICENSED AND PERMITTED TO ACCEPT LIKE MATERIALS, WITH A STATE APPROVED EROSION CONTROL PLAN IN PLACE. ALL MATERIALS SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY FOR FURTHER PROCESSING BY THE

CONTRACTOR OR OTHER PARTIES IN ACCORDANCE WITH DOD REGULATIONS.

8. HAZARDOUS COMPONENT ABATEMENT FOR MATERIALS SUCH AS ASBESTOS, PETROLEUM DERIVATIVES, LEAD PAINT, PCB LIQUIDS, AND OTHER HAZARDOUS MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH A HAZARDOUS WASTE MANAGEMENT PLAN (HWMP) IN PLACE. THE CONTRACTOR SHALL ACQUIRE A COMPETENT/ CURRENT SCDHEC ASBESTOS SUPERVISOR DURING ANY POSSIBLE DISTURBANCE OF ACM TO ASSURE COMPLIANCE FOR BOTH STATE AND FEDERAL REGULATIONS. IF ASBESTOS IS PRESENT OR PRESUMED, THIS PROJECT IS SUBJECT TO SOUTH CAROLINA REGULATION 61-86.1, STANDARDS OF

PERFORMANCE FOR ASBESTOS.

9. THE CONTRACTOR SHALL ABATE, REMOVE, AND MANAGE THE HAZARDOUS MATERIALS IN ACCORDANCE WITH FEDERAL AND LOCAL ENVIRONMENTAL PROTECTION LAWS AND REGULATIONS. THE CONTRACTOR SHALL DETERMINE IF PERSONAL PROTECTIVE EQUIPMENT IS RECOMMENDED OR REQUIRED BASED ON EVALUATIONS OF THE COMPLETED REPORTS. IF PROJECT IS CLASSIFIED BY SCDHEC ASBESTOS STANDARDS AS NESHAP SIZE

PROJECT A SCDHEC LICENSED PROJECT.

10. CONTRACTOR WILL BE REQUIRED BY MCAS TO PROVIDE ASBESTOS PLAN FOR REVIEW AND ACCEPTANCE FROM NREAO WITH SAFETY BEFORE APPLYING FOR PERMIT. ESTABLISH DESIGNATED LIMITS FOR THE ASBESTOS REGULATED WORK AREA WITH THE USE OF RED BARRIER TAPE, CRITICAL BARRIERS AND SIGNS, AND MAINTAIN

ALL OTHER REQUIREMENTS FOR ASBESTOS CONTROL AREA EXCEPT LOCAL EXHAUST.

STANDARD NOTES:

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC

OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS

BROUGHT TO GRADE.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE

FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

· WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND

CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

· WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND

EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION

MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY, OR INCORRECTLY, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO THE WATERS

OF THE STATE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE

REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL

DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C. REG. 72-300 ET

SEQ. AND SCR100000.

8. TEMPORARY DIVISION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO

PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT-LADEN WATER TO

APPROPRIATE TRAPS OR STABLE OUTLETS.

9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD

BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN

STORM WATER DISCHARGES.

11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL

STABILIZATION IS REACHED.

12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR

A PERIOD OF 7 CALENDAR DAYS.

13. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE

CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE;

15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS.

THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

· WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

· WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

· COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

· FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

· MAINTENANCE; AND

· SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL

AREAS OF THE CONSTRUCTION SITE.

18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND

ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE

DEPARTMENT HAS APPROVED OTHERWISE.

3. EROSION CONTROL PLAN

1. GENERAL

A. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES

OR STRUCTURES AS SOON AS PRACTICAL IN THE DEVELOPMENT PROCESS.

B. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE

CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON-SITE SOIL INCLUDING THE USE OF

DIVERSION DITCHES, GRASSED WATERWAYS AND STORM SEWERS.

C. PLACE SILT FENCE BARRIERS AT LOCATIONS SHOWN ON PLAN. SILT BARRIERS SHALL BE MAINTAINED

IN PLACE AND IN GOOD CONDITION UNTIL GROUND COVER IS ESTABLISHED.

D. ALL DISTURBED AREAS NOT PAVED SHALL BE GRASSED. USE TEMPORARY PLANT COVER, MULCHING, AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO EROSION DURING

CONSTRUCTION.

E. CONTRACTOR SHALL PROVIDE DUMPSTER OF SUFFICIENT SIZE AND NUMBER TO CONTAIN THE SOLID

WASTE GENERATED BY THE PROJECT.

F. CONTRACTOR SHALL FREQUENTLY REMOVE GARBAGE TO MAINTAIN A CLEAN CONSTRUCTION SITE

AND MINIMIZE THE EXPOSURE OF WASTE TO STORM WATER.

A. ALL AREAS WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE FINAL STABILIZED WITH SOD.

2. GRASS AND COASTAL SEEDING SPECIFICATIONS

TEMPORARY SEEDING (EXCEPT FOR FLIGHTLINE LOCATIONS):

“COOL SEASON”: PLANTED BETWEEN 1 SEPTEMBER AND 3 MARCH

SPECIES RATE

RYEGRASS W/ BERMUDA 90-135 LBS./AC.

CONTRACTOR SHALL ENSURE EFFECTIVE WATERING AND PERIODIC

INSPECTION TO ENSURE APPROPRIATE GROWTH OF GRASS.

SEDIMENT AND EROSION CONTROL NOTES:

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STAIRS

TBM #5

N:227969.83

E:2087247.14

ELEV.:18.870

BASKETBALL

COURT

HORSESHOE

PIT

HORSESHOE PIT

TRANSF.

GRILL

BIKE

RACK

GRILL

8"

C O

VE

R

ED

W

AL

KW

AY

COVERED

WALKWAY

TRANSF.

PARKING

BLOCK (TYP.)

TRASH

CAN

TRASH

CAN

TRASH CAN

TRN #13

N:227714.46 E:2087329.40

ELEV.:17.420

6"CPP

6" C

PP

10"CPP

(A)(B)

(C

10"CPP

"C

PP

(A)

(B

(C)

(D

"R

C P

10"CPP10"CPP

DRAINAGE MANHOLE

RIM: 17.27'

INV IN: 13.47'

INV OUT: 13.42'

DROP INLET

RIM: 17.71'

INV IN (A): 14.78'

INV IN (B): 14.76'

INV OUT (C): 14.66'

DROP INLET

RIM: 18.41'

INV IN: 15.02'

INV OUT: 14.92'

DROP INLET

RIM: 16.68'

INV IN (A): 14.88'

INV IN (B): 14.43'

INV IN (C): 14.75'

INV OUT (D): 14.58'

DROP INLET

RIM: 17.52'

INV IN: 15.15'

INV OUT: 15.07'

DROP INLET

RIM: 18.04'

INV IN: 15.52'

INV OUT: 15.51'

DROP INLET

RIM: 16.74'

INV OUT: 15.31'

DROP INLET

RIM: 15.92'

INV IN: 12.25'

INV OUT: 12.07'

DROP INLET

RIM: 17.89'

INV IN (A): 12.24'

INV IN (B): 11.94'

INV OUT (C): 11.89'

DROP INLET

RIM: 14.76'

INV IN: 11.56'

INV OUT: 10.96'

DROP INLET

RIM: 16.24'

INV OUT: 12.43'

DROP INLET

RIM: 17.25'

INV IN: N/A

INV OUT: N/A

DROP INLET

RIM: 17.64'

INV IN: 15.08'

INV OUT: 15.07'

DROP INLET

RIM: 16.88'

INV OUT: 15.68'

DROP INLET

RIM: 16.67'

INV IN: 14.73'

INV OUT: 14.63'

DROP INLET

RIM: 16.42'

INV OUT: 14.95'

DROP INLET

RIM: 18.39'

INV OUT: 15.99'

SANITARY MANHOLE

RIM: 17.38'

INV IN: 12.74'

INV OUT: 12.67'

SANITARY MANHOLE

RIM: 17.59'

INV IN: 13.24'

INV OUT: 13.19'

SANITARY MANHOLE

RIM: 17.12'

INV OUT: 12.42'

SANITARY MANHOLE

RIM: 17.55'

INV OUT: 13.26'

SANITARY MANHOLE

RIM: 17.83'

INV IN: 11.33'

INV OUT: 11.13'

8"

PV

C

8"PVC

8"PVC

8"

PV

C

SANITARY MANHOLE

RIM: 16.83'

LID SEALED

DROP INLET

RIM: 18.73'

INV OUT: 15.51'

TRN #12

N:227697.33 E:2087202.88

ELEV.:17.723

6' WOOD FENCE

DUMPSTER

ENCLOSURE

TBM #4

N:227585.68 E:2087117.83

ELEV.:17.346

X

X X

X

ED

D

IN

G

S T.

(A

(C

(D

DROP INLET

RIM: 17.44'

INV OUT: 16.62'

6" C

PP

(B

(A) (C)

DROP INLET

RIM: 16.41'

INV IN (A): 14.09'

INV IN (B): 13.48'

INV OUT (C): 13.59'

DROP INLET

RIM: 16.79'

INV IN (A): 14.29'

INV OUT (B): 14.24'

INV IN (C): 14.47'

INV IN (D): 14.44'

INV IN (E): 14.43'

UNABLE TO FIND

END OF PIPE

DRAINAGE MANHOLE

RIM: 17.16'

INV IN: 13.36'

INV OUT: 13.16'

BUILDING 1246H

BUILDING 1247I

16.9516.93

.9

.0

17.05 17.10

17.23

17.30

17.38

17.21

.8

17.06

.3

17.47

.5

.6

.6

17.64

.6

18.4118.4318.3918.24

18.5318.59

18.42

.5

18.74 18.75

18.68

18.51 18.44

.2

18.19

17.91

17.89 17.85

17.83

18.02

18.15

.4

18.49

18.67

18.94

18.36 18.13

18.15

18.05

18.00 17.93

17.57

18.51 18.26

17.86 17.90

17.58 17.92

17.58 17.63

17.6817.69

17.76 18.62

17.60 17.60

17.21 17.31

17.18

.1

16.93

17.01 17.3717.37

17.32 17.39

17.65 17.65

18.67

17.65

17.79 17.29

16.97

16.96

17.00 17.01

17.37

.4

17.59 17.5117.8217.63

17.60

17.1817.05

16.93

17.40

17.4417.19

17.21

18.24 17.97

18.36

18.28

17.13 17.79

16.75 16.61

17.77

16.73

17.95

17.57

17.92 17.23

17.92 17.95

17.90

17.3617.3317.32

17.73

17.37

VF101C

EXISTING TOPOGRAPHIC SURVEY

N O

R

TH

SCALE: 1" = 20'

20' 0 20' 40'

GRAPHIC SCALE

EXISTING TOPOGRAPHIC SURVEY 1 SCALE: 1" = 20'-0"

SHEET

SIZE

F

SCALE: AS NOTED OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (34"x22") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

N40085-18-D-0616

REVISIONS

SYM. DESCRIPTION DATE APP.

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

www.cems-ae.com | Summerville, SC | Wilmington, NC | 843.875.3637

ISSUE DATE: 08 SEPT 2023

I HEREBY STATE THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,

INFORMATION, AND BELIEF, THE SURVEY SHOWN HEREON WAS MADE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE

MANUAL FOR SURVEYING IN SOUTH CAROLINA, AND MEETS OR EXCEEDS THE

REQUIREMENTS FOR A CLASS A SURVEY AS SPECIFIED THEREIN; ALSO THERE

ARE NO VISIBLE ENCROACHMENTS OR PROJECTIONS OTHER THAN SHOWN.

DAVID E. LUKAC JR., PLS. #28600

GENERAL NOTES:

1. ALL DISTANCES ARE HORIZONTAL GROUND IN

INTERNATIONAL FEET UNLESS OTHERWISE

SHOWN.

2. HORIZONTAL DATUM: NAD 1983/2011(SC)

VERTICAL DATUM: NAVD 1988

3. SURVEY COMPLETED BY McKIM & CREED IS

BASED ON PHYSICAL EVIDENCE FOUND IN

NOVEMBER 2022.

4. SURVEYOR HAS MADE NO INVESTIGATION OR

INDEPENDENT SEARCH FOR EASEMENTS OF

RECORD, ENCUMBRANCES, RESTRICTIVE

COVENANTS, OWNERSHIP, TITLE EVIDENCE,

OR ANY OTHER FACTS THAT AN ACCURATE

AND CURRENT TITLE SEARCH MAY DISCLOSE.

5. BROKEN LINES INDICATE PROPERTY LINES

NOT SURVEYED.

6. THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE

SHOWN HEREON IS FOR ILLUSTRATIVE

PURPOSES ONLY. THE UNDERSIGNED

CERTIFIES ONLY TO THE

RIGHT-OF-WAY/PROPERTY LINES SURVEYED,

AND DOES NOT CERTIFY TO THE

RIGHT-OF-WAY WIDTH/PROPERTY LINE OF ANY

ADJACENT PROPERTIES.

7. THE SUBJECT PROPERTY IS LOCATED WITHIN

2000' OF A HORIZONTAL NGS MONUMENT.

8. HORIZONTAL COORDINATES BASED UPON

SC-RTN GPS OBSERVATIONS USING TRIMBLE

"R12i" UNITS. THE NETWORK POSITIONAL

ACCURACY OF THE SC-RTN DERIVED

POSITIONAL COORDINATES MEETS OR

EXCEEDS THE CLASS A HORIZONTAL

POSITIONS. COORDINATES BASED UPON

GEOID 18 AND HAVE A 95% CONFIDENCE

RATING. VERTICAL DATUM HAS BEEN

ADJUSTED TO NAVD '88.

9. UNDERGROUND UTILITIES ARE SHOWN ONLY

WHERE ABOVEGROUND SERVICES WERE

VISIBLE.

10. SUBSURFACE AND ENVIRONMENTAL

CONDITIONS WERE NOT EXAMINED OR

CONSIDERED AS A PART OF THIS SURVEY. NO

STATEMENT IS MADE CONCERNING THE

EXISTENCE OF UNDERGROUND OR OVERHEAD

CONTAINERS OR FACILITIES THAT MAY

AFFECT THE USE OR DEVELOPMENT OF THIS

TRACT.

NOTE:

EXISTING TOPOGRAPHIC SURVEY SHOWS

EXISTING CONDITIONS OF EACH BEQ 1244 1245

1246 AND 1247 PRIOR TO ANY CONTRACT WORK.

FOLLOWING SHEETS SHOW BEQ 1244 AND 1247 AS

COMPLETED. CONTRACTOR SHALL ACQUIRE ALL

THREE SETS OF PLANS ASSOCIATED WITH BEQ

1244, 1245, 1246 AND 1247 TO COMPLETE ALL

REQUIRED WORK SHOWN.

28529

10/04/2023

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6" C

PP

10"CPP

"C

PP

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P

DROP INLET

RIM: 18.41'

INV IN: 15.02'

INV OUT: 14.92'

DROP INLET

RIM: 18.04'

INV IN: 15.52'

INV OUT: 15.51'

DROP INLET

RIM: 18.39'

INV OUT: 15.99'

10"CPP

DRAINAGE MANHOLE

RIM: 17.27'

INV IN: 13.47'

INV OUT: 13.42'

DROP INLET

RIM: 16.79'

INV IN (A): 14.29'

INV OUT (B): 14.24'

INV IN (C): 14.47'

INV IN (D): 14.44'

INV IN (E): 14.43'

DROP INLET

RIM: 16.74'

INV OUT: 15.31'

DROP INLET

RIM: 15.92'

INV IN: 12.25'

INV OUT: 12.07'

DROP INLET

RIM: 17.89'

INV IN (A): 12.24'

INV IN (B): 11.94'

INV OUT (C): 11.89'

DROP INLET

RIM: 14.76'

INV IN: 11.56'

INV OUT: 10.96'

DROP INLET

RIM: 16.24'

INV OUT: 12.43'

DROP INLET

RIM: 18.73'

INV OUT: 15.51'

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TBM #5

N:227969.83

E:2087247.14

ELEV.:18.870

BASKETBALL

COURT

ED

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IN

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S T.

HORSESHOE PIT

TRANSF.

GRILL

BIKE

RACK

GRILL

SD DATUR

SD DATURSD DATURSD DATUR

SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR

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HORSESHOE

PIT

TRASH

CAN

TRASH

CAN

TRASH

CAN

TRN #13

N:227714.46 E:2087329.40

ELEV.:17.420

6"CPP

SANITARY MANHOLE

RIM: 17.38'

INV IN: 12.74'

INV OUT: 12.67'

SANITARY MANHOLE

RIM: 17.59'

INV IN: 13.24'

INV OUT: 13.19'

SANITARY MANHOLE

RIM: 17.12'

INV OUT: 12.42'

SANITARY MANHOLE

RIM: 17.55'

INV OUT: 13.26'SANITARY MANHOLE

RIM: 17.83'

INV IN: 11.33'

INV OUT: 11.13'

8"

PV

C

8"PVC

8"PVC

8"

PV

C

SANITARY MANHOLE

RIM: 16.83'

LID SEALED

TRN #12

N:227697.33 E:2087202.88

ELEV.:17.723

6' WOOD FENCE

DUMPSTER

ENCLOSURE

TBM #4

N:227585.68 E:2087117.83

ELEV.:17.346

DC1 DC1TYP. TYP.

DROP INLET

RIM: 17.64'

INV IN: 15.08'

INV OUT: 15.07'

DC4

DC3

DC3

DC2

DC6

DC8TYP.

DC9TYP.

DC10

DC9

DC10

DC8 TYP.

10"CPP

DC5

DC5

SD DATUR

DC8 TYP.

TYP.

DC10

(A

(E

(B

DROP INLET

RIM: 17.44'

INV OUT: 16.62'

6" C

PP

(B

(C)

DC5

DC1 TYP.

DC1 TYP.

TYP.

TYP.

TYP.

DROP INLET

RIM: 16.41'

INV IN (B): 13.48'

INV OUT (C): 13.59'

DRAINAGE MANHOLE

RIM: 17.16'

INV IN: 13.36'

INV OUT: 13.16'

DC1 TYP.

DC3

DC7

DC2

DC4

BUILDING 1244F

BUILDING 1246H

BUILDING 1247I

16.95 16.93

16.99

17.01

17.05 17.10

17.23

17.30

17.37 17.38

17.21

16.80

17.06

17.37

17.47

.5

17.68

17.65 17.64

18.60

18.4118.4318.3918.24

18.5318.59

18.42

18.57

18.74 18.75

18.68

18.51 18.44

.2

18.19

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17.89

17.85 17.83

18.02 18.15

18.48

18.49

18.67

18.94

18.36 18.13

18.15

.0

18.00 17.93

17.57

18.51 18.26 17.86

17.90

17.58 17.92

17.58 17.63

17.6817.69

17.76 18.62

17.60

17.60

17.21 17.31

17.18

.1

16.93

17.0117.3717.37

17.32 17.39

17.65 17.65

18.67

17.65

17.79

17.29 16.97 16.96

17.00 17.01

17.37

.4

17.59

17.51

17.82

17.63

17.60

17.18 17.05

16.93

17.40

17.44 17.19

17.21

18.24 17.97

18.36

18.28

17.13 17.79

16.75 16.61

17.77

17.95

17.57

17.9217.23

17.9217.95 17.90

17.3617.3317.32

17.73

OCCUPIED

UNOCCUPIED

BUILDING 1244F

OCCUPIED

J. BARNES

CD101C

D. FARLEY

DEMOLITION / EROSION CONTROL PLAN

N O

R

TH

SCALE: 1" = 20'

20' 0 20' 40'

GRAPHIC SCALE

C. MOORING

DEMOLITION / EROSION CONTROL PLAN1 SCALE: 1" = 20'-0"

SHEET

SIZE

F

SCALE: AS NOTED OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (34"x22") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

N40085-18-D-0616

REVISIONS

SYM. DESCRIPTION DATE APP.

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

www.cems-ae.com | Summerville, SC | Wilmington, NC | 843.875.3637

ISSUE DATE: 08 SEPT 2023

GENERAL NOTES:

1. SEE SHEET C-001C FOR PROJECT NOTES AND

LEGEND.

2. BUILDING(S) HAVE MULTIPLE ALUMINUM

DOWNSPOUTS THAT CONNECT TO EXISTING

UNDERGROUND STORM SYSTEM. ALL DOWNSPOUTS

WILL BE REMOVED AND REPLACED AS PART OF THIS

RENOVATION WORK (SOW). SEE ARCHITECTURAL

FOR MORE INFORMATION.

3. CONTRACTOR SHALL VERIFY ALL EXTERIOR SITE

FEATURES AND UTILITIES PRIOR TO DEMOLITION

WORK.

4. CONTRACTOR TO BE AWARE THESE LOCATIONS ARE

UNDER A COVERED WALKWAY AND PROPOSED

WORK MAY REQUIRE SMALLER EQUIPMENT AND

WORK WITH HAND TOOLS.

5. CONTRACTOR TO BE AWARE THIS AREA CONTAINS

SEVERAL CONCRETE PROTECTIVE BARRIER(S).

BARRIER(S) NOT INDICATED TO BE TEMPORARILY

MOVED FOR CONSTRUCTION EFFORTS MUST BE

COORDINATED WITH MCAS BEAUFORT PHYSICAL

SECURITY (MR. MILLER) PRIOR TO MOVING.

BARRIER(S) TO BE REPLACED IN PREVIOUS

LOCATION AFTER INSTALLATION OF NEW WORK.

6. CONTRACTOR IS REQUIRED TO PROVIDE AND

MAINTAIN TEMPORARY CHAIN LINK FENCING FOR

THE DURATION OF CONSTRUCTION. FENCING SHALL

NOT BE PERMANENTLY MOUNTED IN THE GROUND.

THE FENCING AND POSTS SHALL BE A PORTABLE

SELF STANDING SYSTEM. SEE DETAIL 6/C-501A.

7. BUILDING 1246H SHALL BE UN-OCCUPIED FOR

REPAIRS / CONSTRUCTION UNDER THIS CONTRACT.

8. BUILDING 1247I "DUTY HUT" MUST BE ACCESSIBLE

FOR BASE PERSONNEL AT ALL TIMES FOR LAUNDRY

USAGE DURING CONSTRUCTION.

9. BUILDING 1244F, 1245G, AND 1247I SHALL BE

OCCUPIED DURING REPAIRS / CONSTRUCTION

UNDER THIS CONTRACT. ACCESS TO THESE

BUILDINGS SHALL NOT BE IMPEDED AT ANY TIME

DURING CONSTRUCTION.

SHEET KEYNOTES

DC1 REMOVE STORM DRAIN LINE

DC2 REMOVE ENTIRE STORM DRAIN INLET

STRUCTURE

DC3 REMOVE CONCRETE SIDEWALK

DC4 SAWCUT AND REMOVE ASPHALT PAVEMENT

DC5 INLET PROTECTION

(SEE DETAIL 4/C-501C)

DC6 TREE PROTECTION

(SEE DETAIL 5/C-501C)

DC7 CONTRACTOR SHALL TEMPORARILY MOVE

CONCRETE PROTECTIVE BARRIER(S), AS

NECESSARY. MOVE SHALL BE COORDINATED

WITH MCAS BEAUFORT PHYSICAL SECURITY (MR.

MILLER). BARRIER(S) TO BE PLACED IN PREVIOUS

LOCATION AFTER INSTALLATION OF NEW WORK

DC8 LIMITS OF DISTURBANCE

DC9 LIMITS OF CONSTRUCTION AND MIN. LIMITS

OF TEMPORARY CONSTRUCTION CHAIN LINK

FENCING. SEE NOTE 6.

(SEE DETAIL 6/C-501)

DC10 SILT FENCE

(SEE DETAIL 1/C-501C)

28530

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6" C

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10"CPP

"C

PP

"R C

P

DROP INLET

RIM: 18.41'

INV IN: 15.02'

INV OUT: 14.92'

DROP INLET

RIM: 18.39'

INV OUT: 15.99'

10"CPP

DRAINAGE MANHOLE

RIM: 17.27'

INV IN: 13.47'

INV OUT: 13.42'

DROP INLET

RIM: 16.79'

INV IN (A): 14.29'

INV OUT (B): 14.24'

INV IN (C): 14.47'

INV IN (D): 14.44'

INV IN (E): 14.43'

DROP INLET

RIM: 16.74'

INV OUT: 15.31'

DROP INLET

RIM: 15.92'

INV IN: 12.25'

INV OUT: 12.07'

DROP INLET

RIM: 17.89'

INV IN (A): 12.24'

INV IN (B): 11.94'

INV OUT (C): 11.89'

DROP INLET

RIM: 14.76'

INV IN: 11.56'

INV OUT: 10.96'

DROP INLET

RIM: 16.24'

INV OUT: 12.43'

DROP INLET

RIM: 18.73'

INV OUT: 15.51'

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TBM #5

N:227969.83

E:2087247.14

ELEV.:18.870

BASKETBALL

COURT

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TRANSF.

HORSESHOE

PIT

TRASH

CAN

TRASH

CAN

TRASH

CAN

TRN #13

N:227714.46 E:2087329.40

ELEV.:17.420

SANITARY MANHOLE

RIM: 17.38'

INV IN: 12.74'

INV OUT: 12.67'

SANITARY MANHOLE

RIM: 17.59'

INV IN: 13.24'

INV OUT: 13.19'

SANITARY MANHOLE

RIM: 17.12'

INV OUT: 12.42'

SANITARY MANHOLE

RIM: 17.55'

INV OUT: 13.26'SANITARY MANHOLE

RIM: 17.83'

INV IN: 11.33'

INV OUT: 11.13'

8"

PV

C

8"PVC

8"PVC

SANITARY MANHOLE

RIM: 16.83'

LID SEALED

TRN #12

N:227697.33 E:2087202.88

ELEV.:17.723

6' WOOD FENCE

DUMPSTER

ENCLOSURE

TBM #4

N:227585.68 E:2087117.83

ELEV.:17.346

C8

C5

C9

C11

C3

TYP.

C2

C4 TYP.

C2

C1

C3 TYP.

C4TYP.

C2

C3

10"CPP

SD DATUR

TYP.

C2

C6

C10

SEE NOTE 4

SEE NOTE 4

C13

(A

(E

(B

DROP INLET

RIM: 17.44'

INV OUT: 16.62'

6" C

PP

(B

(C)

2 3

C3

TYP.

DROP INLET

RIM: 16.41'

INV IN (B): 13.48'

INV OUT (C): 13.59'

DRAINAGE MANHOLE

RIM: 17.16'

INV IN: 13.36'

INV OUT: 13.16'

C14

C15 C15

C12

C7 17.7'18.2'

18.5'

17.6'

BUILDING 1244F

BUILDING 1246H

BUILDING 1247I

16.95 16.93

16.99

17.01

17.05 17.10

17.23

17.30

17.37 17.38

17.21

16.80

17.06

17.37

17.47

.5

17.68

17.65 17.64

18.60

18.4118.4318.3918.24

18.5318.59

18.42

18.57

18.74 18.75

18.68

18.51 18.44

.2

18.19

17.91

17.89

17.85 17.83

18.02 18.15

18.48

18.49

18.67

18.94

18.36 18.13

18.15

.0

18.00 17.93

17.57

18.51 18.26 17.86

17.90

17.58 17.92

17.58 17.63

17.6817.69

17.76 18.62

17.60

17.60

17.21 17.31

17.18

.1

16.93

17.0117.3717.37

17.32 17.39

17.65 17.65

18.67

17.65

17.79

17.29 16.97 16.96

17.00 17.01

17.37

.4

17.59

17.51

17.82

17.63

17.60

17.18 17.05

16.93

17.40

17.44 17.19

17.21

18.24 17.97

18.36

18.28

17.13 17.79

C1

16.75 16.61

17.77

17.95

17.57

17.9217.23

17.9217.95 17.90

17.3617.3317.32

17.73

OCCUPIED

UNOCCUPIED

BUILDING 1244F

OCCUPIED

J. BARNES

CS101C

D. FARLEY

SITE PLAN

N O

R

TH

SCALE: 1" = 20'

20' 0 20' 40'

GRAPHIC SCALE

C. MOORING

SITE PLAN1 SCALE: 1" = 20'-0"

SHEET

SIZE

F

SCALE: AS NOTED OF

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION

BEAUFORT, S.C.

T.O. #

CONSTR. CONTR. NO.:

MACC.

CODE IDENT. NO. N A V F A C DRAWING NO.

IF SHEET IS LESS THAN (34"x22") IT IS A

REDUCED PRINT; SCALE ACCORDINGLY

P.W. DWG. NO.

DRAWN BY

CHECKED BY

SUPERVISOR

APPROVED DATE

PUBLIC WORKS OFFICER

NATURAL RESOURCES & ENVIRONMENTAL AFFAIRS

SAFETY DEPARTMENT

FIRE DEPARTMENT

PHYSICAL SECURITY

PUBLIC WORKS SUPERVISOR

HQMC PROJ. NO.:

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

SATISFACTORY TO DATE

N40085-18-D-0616

REVISIONS

SYM. DESCRIPTION DATE APP.

REPAIR PHASE 4 BEQ BUILDING 1246H

(BE1814M)

www.cems-ae.com | Summerville, SC | Wilmington, NC | 843.875.3637

ISSUE DATE: 08 SEPT 2023

ALL DISTURBED AREAS TO BE STABILIZED

WITH SOD AND GRADED FOR POSITIVE

DRAINAGE TO STORM INLETS.

CONTRACTOR TO REMOVE ALL GRASS /

VEGETATIVE OVERGROWTH ALONG

SIDEWALKS / WALKWAYS TO REDUCE

PONDING (TRAPPED WATER) AND

PROVIDE POSITIVE SLOPED DRAINAGE

AWAY FROM BUILDINGS. GRASSING

SHALL BE SLIGHTLY LOWER THAN

SURROUNDING SIDEWALKS / WALKWAYS.

CONTRACTOR RESPONSIBLE FOR

POSITIVE SITE FLOW TO STORM INLETS.

1. SEE SHEET C-001C FOR PROJECT NOTES AND

LEGEND.

2. CONCRETE SIDEWALKS AND/OR PAVEMENTS

DAMAGED DUE TO CONSTRUCTION, BUT NOT

DIRECTLY IDENTIFIED ON PLANS, SHALL BE

REMOVED & RESTORED TO ORIGINAL CONDITIONS

AT NO ADDITIONAL COST TO PROJECT

(CONTRACTOR EXPENSE).

3. A MINIMUM 18" SEPARATION SHALL BE

MAINTAINED WHEN WATER LINE AND SEWER LINE

CROSS IN A PERPENDICULAR ALIGNMENT. A

MINIMUM 10' HORIZONTAL SEPARATION SHALL BE

MAINTAINED WHEN WATER LINE AND SEWER LINE

ROUTE IN A PARALLEL ALIGNMENT. IF REQUIRED

CLEARANCES CANNOT BE MAINTAINED, FERROUS

PIPE MATERIAL (DUCTILE IRON OR STEEL

ENCASEMENT) SHALL BE REQUIRED.

4. CONTRACTOR TO CORE EXISTING INLETS FOR

NEW CONNECTIONS AND SHALL BE WATERTIGHT

SEALS WITH BOOTS OR GROUT FILL.

5. SEE SHEET C-502C FOR STORM DRAIN INLET TYPE

AND STORM PIPE BEDDING DETAIL.

6. ALL CORRUGATED HIGH-DENSITY POLYETHYLENE

(HDPE) PIPE SHOWN ON THE DRAWINGS SHALL BE

DUAL WALL PIPE WITH SMOOTH INTERIOR WALL

AND CORRUGATED EXTERIOR.

7. ALL FITTINGS SHALL BE OF LIKE MATERIAL

(PIPING) AND / OR PER DETAILS ON SHEET C-502C

UNLESS SPECIFIED OTHERWISE ON DRAWINGS.

8. BUILDING 1246H SHALL BE UN-OCCUPIED FOR

REPAIRS / CONSTRUCTION UNDER THIS

CONTRACT.

9. BUILDING 1247I "DUTY HUT" MUST BE ACCESSIBLE

FOR BASE PERSONNEL AT ALL TIMES FOR

LAUNDRY USAGE DURING CONSTRUCTION.

10. BUILDING 1244F, 1245G, AND 1247I SHALL BE

OCCUPIED…