BE2004M_Final Combined Set.pdf

PDF 20 MB Posted Jun 9, 2020

Attached to: BE2004M AIRFIELD STORM WATER REPAIRS MCAS BEAUFORT
Solicitation number: N4008520R0111
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
BE2004M_INLET AND MANHOLE SIZES.pdf	PDF	Jul 21, 2020
SF30 Amendment 0006 BE2004M.docx	DOCX document	Jul 21, 2020
SF30 Amendment 0005 BE2004M.docx	DOCX document	Jul 6, 2020
Site Visit BE2004M Airfield Stormwater Repairs 06_30_2020.pdf	PDF	Jul 1, 2020
SF30 Amendment 0004 BE2004M.docx	DOCX document	Jul 1, 2020
Pages 419 to 445 from CEMS00118_MCAS CCTV Report_Rev1.pdf	PDF	Jun 30, 2020
SF30 Amendment 0003 BE2004M.docx	DOCX document	Jun 30, 2020
MCAS CCTV Report_Rev1.pdf	PDF	Jun 25, 2020
SF30 Amendment 0002 BE2004M.docx	DOCX document	Jun 25, 2020
BE2004M AIRFIELD STORMWATER REPAIR OPTION 1.pdf	PDF	Jun 9, 2020
AMENDMENT 1 BE2004M.docx	DOCX document	Jun 9, 2020
Attachment C Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Jun 9, 2020
MCAS Airfield SW Repair Final Submittal Specifications.pdf	PDF	Jun 9, 2020
General Requirements 20R0111.docx	DOCX document	Jun 9, 2020

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ORDNANCE

LOOP

738LANE

C K

H O

S. THOMAS

G-002

LEGEND AND GENERAL NOTES

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

NOT TO SCALE

BASE MAP

PLAN NORTH

J. CARROLL/E. MATYSIAK

D. FARLEY/C. MOORING

27061

EXISTING CONDITIONS LEGEND

EXISTING TO REMAIN

UE DATUR UE DATUR

S. THOMAS

C-001

LEGEND AND GENERAL NOTES

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

BUILDING OUTLINE

FENCELINE

EDGE OF PAVEMENT

ELECTRICAL (GIS)

EXISTING WITHIN SCOPE

WATER LINE (GIS)

TELECOMMUNICATIONS (GIS)

SD DATUR SD DATUR STORM WATER LINE (GIS)

W DATUR W DATUR

TU DATUR TU DATUR

SANITARY SEWER LINE (GIS)SS DATUR SS DATUR

SP### PIPE LABEL

SD DATUR SD DATUR

CENTERLINE

CIVIL LEGEND

EXISTING

TU DATUR TU DATUR

PIPE LABEL

BUILDING OUTLINE

EDGE OF PAVEMENT

FENCELINE

EXISTING WITHIN SCOPE

WATER LINE (GIS)

TELECOMMUNICATIONS (GIS)

SD DATUR SD DATUR STORM WATER LINE (GIS)

SS DATUR SS DATUR

W DATUR W DATUR

SANITARY SEWER LINE (GIS)

SP###

MANHOLE

SD DATUR SD DATUR

NEW

MANHOLE

STORM WATER LINE

UE DATUR UE DATUR ELECTRICAL (GIS)

INSTALLATION ACCESS

CONTRACTOR AND SUB-CONTRACTOR PERSONNEL ARE REQUIRED TO FOLLOW THE PROCEDURES FOR

BASE ACCESS AND DBIDS PROCESS TO ACCESS THE BASE. CONTRACTOR AND SUB-CONTRACTOR

PERSONNEL MUST OBTAIN A FLIGHTLINE DRIVER'S LICENSE TO OPERATE A MOTOR VEHICLE, WHICH

REQUIRES ADDITIONAL TIME AND AN EDUCATION COURSE.

SITE INVESTIGATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN AS-BUILT SURVEY OF ALL THE STORM

DRAINAGE (EXISTING, REPAIRED, AND REPLACED) WITHIN THIS PROJECT SCOPE. SURVEY SHALL CAPTURE ALL STORM PIPES AND STRUCTURES. SURVEY SHALL PROPERLY VERIFY THE LOCATION, ELEVATION / DEPTH, RIM, INVERT(S) AND PIPE SIZE(S) AT EACH STORM STRUCTURE.

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 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 IN ADVANCE 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, HOWEVER, NOT SHOWN BUT POSSIBLY ENCOUNTERED IN THE AREA OF THE SITE ARE OTHER BURIED UTILITIES INCLUDING, BUT NOT LIMITED TO; TELEPHONE, FIBER OPTICS, CABLE TELEVISION, POTABLE WATER, SANITARY SEWER, GAS PIPELINE / TRANSMISSION LINE, STORM SEWER. 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. ALL METAL PIPING IS ASSUMED TO BE CONTAMINATED WITH NON-FRIABLE ASBESTOS INTERIOR COATING. ALL AREAS OF THE AIRFIELD WILL HAVE POTENTIAL TO BE CONTAMINATED. LINES, EXCAVATED MATERIAL, AND WASHWATER SHOULD BE VERIFIED FOR THE PRESENCE OF HAZARDOUS

MATERIALS AND DISPOSED OF IN ACCORDANCE WITH MCAS STANDARDS, APPLICABLE EPA AND

SCDHEC REGULATIONS.

4. IN SITU MATERIAL IS NOT ANTICIPATED TO BE CONTAMINATED. IF ANY MATERIAL CONTAMINATES THE SOIL, FURTHER ACTION WILL BE NECESSARY TO CLEAN THE SOIL. THIS WILL INCLUDE BUT IS NOT LIMITED TO SOIL REMOVAL/CONTAINERIZATION, SOIL REPLACEMENT AND LABORATORY TESTING WITH

A DHEC CERTIFIED LAB TO VERIFY THE AREA CLEAN.

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. 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.

7. 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.

8. 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.

9. 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.

ENVIRONMENTAL NOTES (CONTINUED)

10. ALL WASH WATER FROM METAL PIPING MUST BE SCREENED AND FILTERED TO REMOVE FIBERS WHICH

ARE ASSUMED TO CONTAIN ASBESTOS. RINSE WATER WILL REQUIRE FILTRATION TO 5 MICRONS.

CONTRACTOR WILL BE REQUIRED TO PROVIDE AN ASBESTOS PLAN TO FILTER, STORE, AND DISPOSE

OF ALL WATER COMING FROM THE AIRFIELD PIPES. FIBERS/PARTICLES MUST BE CAPTURED,

CONTAINED, CATEGORIZED/LABELED, AND DISPOSED OF IN ACCORDANCE WITH STATE, FEDERAL, AND

DOD REGULATIONS.

11. WASH WATER SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY FOR DISPOSAL IN ACCORDANCE WITH STATE, FEDERAL, AND DEPARTMENT OF DEFENSE REQUIREMENTS, WITH MANIFESTS SIGNED BY

THE GOVERNMENT.

12. SCREENED OR FILTERED WASH SHALL BE TESTED ON-INSTALLATION. FIELD SAMPLING SHALL

MONITOR THE FOLLOWING:

TEST REQUIREMENTS:

BENZENE - 5 UG/L (MICROGRAMS/LITER)

TOLUENE - 1000 UG/L

ETHYLBENZENE - 700 UG/L

XYLENE - 10,000 UG/L

NAPHTHALENE - 0.17 UG/L

PFBS - 40 UG/L

PFAS - 0.070 UG/L

PFOS - 0.070 UG/L

13. WASH WATER SHALL BE TESTED FOR PFOS / PFAS TO AND CATEGORIZED IF LEVELS EXCEED 70 PARTS PER TRILLION (PPT). ALL WASH WATER SHALL BE TRANSPORTED OFF GOVERNMENT PROPERTY FOR DISPOSAL IN ACCORDANCE WITH STATE, FEDERAL, AND DEPARTMENT OF DEFENSE REQUIREMENTS, WITH MANIFESTS SIGNED BY THE GOVERNMENT.

14. IF PETROLEUM DERIVATIVES ARE ENCOUNTERED IN WASH WATER EXCEEDING ABOVE LEVELS, THESE

SHALL BE CATEGORIZED ACCORDINGLY. ALL WASH WATER SHALL BE TRANSPORTED OFF

GOVERNMENT PROPERTY FOR DISPOSAL IN ACCORDANCE WITH STATE, FEDERAL, AND DEPARTMENT

OF DEFENSE REQUIREMENTS, WITH MANIFESTS SIGNED BY THE GOVERNMENT.

GENERAL NOTES

1. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE PREPARED

TO ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE OWNER FROM DAMAGE. THE

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

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

ADVANCED PERMISSION FROM THE INSTALLATION FOR PHOTOGRAPHY TO DOCUMENT EXISTING

CONDITIONS PRIOR TO START OF ANY WORK IS REQUIRED.

2. CONTRACTOR SHALL PROVIDE BYPASS PUMPING FOR SEGMENTS OF STORM DRAIN REPAIR AND REPLACEMENT. EXCAVATION FOR NEW PIPE PLACEMENT SHALL BE DEWATERED IF NEEDED. DURING STORM DRAIN CLEANING, REPAIR, AND REPLACEMENT, NO FLUID DISCHARGE SHALL OCCUR. ALL FLUID SHALL BE CAPTURED, RETAINED, AND TESTED PER ENVIRONMENTAL NOTES. NO WETLAND OR

DOWNSTREAM FLUID DISCHARGE IS ACCEPTABLE.

3. THE LIMITS OF SITE DISTURBANCE FOR NEW STORM DRAINAGE PLACEMENT TOTALS APPROXIMATELY

2.90 ACRES. ALL CONTRACTORS SHALL MEET ALL REQUIREMENTS OF THE APPROVED SCDHEC LAND DISTURBANCE PERMIT AND BECOME FAMILIAR WITH AND COMPLY WITH ALL EROSION AND SEDIMENT

CONTROL AND STORMWATER PREVENTION REQUIREMENTS CONTAINED THROUGHOUT THE SWPPP,

DRAWINGS, SPECIFICATIONS AND PERMITS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING FOR THE DURATION OF THE PROJECT: PROVIDE A SCDHEC CERTIFIED EROSION INSPECTOR, PROVIDE WEEKLY INSPECTION REPORTS, COMPLETE THE NOTICE OF TERMINATION (NOT) ONCE THE SITE IS STABILIZED

AS REQUIRED BY THE APPROVED PERMITS.

4. UPON COMPLETION OF STORM DRAIN PIPE REPAIR AND REPLACEMENT, CONTRACTOR SHALL

PERFORM POST CCTV INSPECTION TO VERIFY THE REPAIR OR REPLACEMENT OF STORM SEWERS HAS

BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. REFER TO

SPECIFICATION SECTION 33 01 30.16 "TV INSPECTION OF SEWER PIPELINES".

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 STORM

DRAINS SHOWN IS THE MINIMUM AMOUNT REQUIRED TO COMPLETE THE PROJECT.

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

JOINTS AT PAVEMENT TO REMAIN.

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

FROM SOURCES DEVELOPED 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.

SAFETY NOTES

1. THE CONTRACTOR SHALL ACQUAINT SUPERVISORS AND EMPLOYEES OF THE ACTIVITIES AND OPERATIONS THAT ARE INHERENT TO THIS ACTIVE BASE, INCLUDING PROCEDURES

RELATED TO AIRCRAFT OPERATIONS, AND SHALL CONDUCT ITS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE REQUIREMENTS AND EMERGENCY AIR TRAFFIC

REQUIREMENTS AND GUIDELINES ON SAFETY.

2. THE CONTRACTOR IS FULLY RESPONSIBLE FOR AIRCRAFT AND AIRCRAFT OPERATIONAL SAFETY ASSOCIATED WITH CONSTRUCTION ACTIVITIES RELATIVE TO THE CONSTRUCTION PROJECT AT ALL TIMES. THE CONTRACTOR SHALL MEET THE SAFETY REQUIREMENTS ESTABLISHED PER EM 385-1-1 SECTION 32 AIRFIELD AND AIRCRAFT OPERATIONS.

3. THE CONTRACTOR SHALL PROVIDE A CLOSURE PLAN FOR PAVEMENT WORK ON TAXIWAY B. FOR REPAIR WORK WITHIN AREAS OF EXISTING PAVEMENT, THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE GOVERNMENT IN ADVANCE OF TRENCHLESS EQUIPMENT STAGING. ENSURE THAT ALL PROPER SAFETY MEASURES ARE FOLLOWED DURING WORK, INCLUDING PROPER PLACEMENT AND LOCATION OF LOW-PROFILE BARRICADES. NO RUNWAY, TAXIWAY, APRON OR ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF THE GOVERNMENT. A MINIMUM OF 48 HOURS WRITTEN NOTICE OF REQUESTED CLOSING SHALL BE PROVIDED IN ORDER TO ALLOW SUFFICIENT TIME TO COORDINATE THE

NECESSARY ADVISORIES.

4. ALL CONTRACTOR VEHICLES THAT ARE AUTHORIZED TO OPERATE ON THE AIRFIELD OR HAUL ROUTES SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES.

5. OPEN FLAMES, WELDING OR TORCH-CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE IS

APPROVED BY THE GOVERNMENT.

6. STOCKPILING OF CONSTRUCTION MATERIALS SHALL NOT BE PERMITTED ON-SITE. OPEN TRENCHES, EXCAVATION AND WORKING MATERIALS LOCATED IN THE AIRFIELD OPERATIONS AREA SHALL BE PROMINENTLY MARKED WITH FLAGS OR OTHER APPROVED METHODS AND LIGHTED BY APPROVED LIGHT UNITS DURING HOURS OF RESTRICTED VISIBILITY AND

DARKNESS.

7. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEARS, PROPELLERS OR BEING INGESTED INTO AIRCRAFT ENGINES SHALL NOT BE ALLOWED TO BE ON ACTIVE AIRCRAFT MOVEMENT AREA PAVEMENT OR ALONG HAUL ROUTES. THE CONTRACTOR SHALL REMOVE IT IMMEDIATELY AND CONTINUOUSLY DURING CONSTRUCTION BY MECHANICAL VACUUM SWEEPER OR OTHER APPROVED METHODS. BROOMS CANNOT CONTAIN METAL BRISTLES.

8. THE PROJECT SUPERINTENDENT/SUPERVISOR WILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS. PRIOR TO THE COMMENCEMENT OF WORK, THE PROJECT SUPERINTENDENT/SUPERVISOR SHALL PROVIDE A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT, CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT, AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S FIELD OFFICE AND BE MADE AVAILABLE UPON DEMAND BY THE GOVERNMENT.

9. THE EMERGENCY NUMBER TO CALL FOR ANY INCIDENT ON THE PROJECT OR AIRFIELD SHALL BE 911, AND THE SITE IS MARINE CORPS AIR STATION (MCAS) BEAUFORT, UNLESS

OTHERWISE NOTIFIED BY THE GOVERNMENT.

10. CONSTRUCTION DURING THE PROJECT MAY BE HALTED AT ANY TIME BY THE GOVERNMENT OR AIRFIELD OPERATIONS PERSONNEL IF IT IS DETERMINED TO BE IN THE BEST INTEREST OF THE BASE OR AIRCRAFT OPERATIONAL SAFETY, AND THE CONTRACTOR MAY BE DIRECTED TO REMOVE EQUIPMENT AND/OR EVACUATE THE SITE. NECESSARY EXTENSIONS IN CONTRACT TIME MAY BE GRANTED OR A STOP WORK ORDER WILL BE ISSUED DUE TO THESE DELAYS, HOWEVER, THERE WILL BE NO ADJUSTMENTS IN CONTRACT PRICE DUE TO THESE

DELAYS.

SECURITY NOTES

1. IT IS INTENDED THAT THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED HEREIN. THE PROJECT SUPERINTENDENT/SUPERVISOR SHALL BE REQUIRED TO

FAMILIARIZE THEMSELVES WITH REQUIREMENTS OF OPERATING WITHIN AND AROUND THE BASE AND AIRFIELD, INCLUDING APPLICABLE RULES AND REGULATIONS. THE SUPERINTENDENT/SUPERVISOR SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE GOVERNMENT. ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

2. THE CONTRACTOR'S ACCESS TO THE SITE SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE GOVERNMENT. NO OTHER ACCESS POINTS SHALL BE ALLOWED UNLESS APPROVED AND DIRECTED BY THE GOVERNMENT. CONTRACTOR EMPLOYEE VEHICLES SHALL PARK OUTSIDE OF THE RESTRICTED AIRFIELD AREA OR AT THE DESIGNATED STAGING AND LAYDOWN AREA. ALL CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR PERSONNEL. THE CONTRACTOR

SHALL BE RESPONSIBLE COMMUNICATION WITH AIRFIELD OPERATION.

3. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE MUST BE ESCORTED BY THE CONTRACTOR. THE CONTRACTOR ACCESS GATE DESIGNATED FOR USE MAY BE UTILIZED BY OTHER CONTRACTORS OR BASE PERSONNEL DURING THIS PROJECT. THE CONTRACTOR IS REQUIRED TO COORDINATE ACCESS WITH ALL PARTIES. NO ADDITIONAL

COMPENSATION SHALL BE MADE FOR ISSUES RELATED TO SITE ACCESS.

4. IDENTIFICATION OF PERSONNEL: AT THE GOVERNMENTS' DISCRETION, ALL EMPLOYEES OF THE CONTRACTOR OR SUBCONTRACTORS REQUIRING ACCESS TO THE CONSTRUCTION SITE ARE REQUIRED TO BE SUPPLIED WITH IDENTIFICATION BADGES TO BE WORN AT ALL TIMES WHILE WITHIN THE WORK AREAS. BADGES SHALL BE SUPPLIED BY THE CONTRACTOR AND SHALL STATE " MCAS BEAUFORT CONTRACTOR - AIRFIELD STORMWATER REPAIR” BADGES CAN BE PLASTIC WALLET SIZE OR METAL PIN WITH A MINIMUM 2 1/2" DIAMETER AND MUST BE WORN ON OUTER GARMENTS SO AS TO BE CLEARLY VISIBLE. BADGING IS TO BE UNIFORM IN APPEARANCE AND SUFFICIENTLY DISTINCTIVE IN DESIGN OR COLOR TO CLEARLY IDENTIFY AN EMPLOYEE AS BEING ASSIGNED/ASSOCIATED WITH THIS CONTRACT. THE BADGE NUMBER SHALL BE PROMINENT FOR EASY IDENTIFICATION. BADGES ARE TO BE IDENTIFIED NUMERICALLY AND ISSUED INDIVIDUALLY TO WHOM IT IS ASSIGNED. BLOCKS OF NUMBERS CAN BE ASSIGNED TO SUBCONTRACTORS. SUPPLY, ISSUANCE AND CONTROL OF IDENTIFICATION BADGES SHALL BE THAT OF THE CONTRACTOR THROUGH THE SUPERINTENDENT.

5. IDENTIFICATION OF VEHICLES: THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUB-CONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. THE CONTRACTOR SHALL ISSUE TO THE CONSTRUCTION MANAGER, A CURRENT LIST OF COMPANIES AUTHORIZED TO ENTER AND CONDUCT WORK ON THE AIRFIELD. CONTRACTOR EMPLOYEE PERSONAL VEHICLES ARE NOT ALLOWED ON THE

AIRFIELD AT ANY TIME.

SILT FENCE

LIMITS OF DISTURBANCE

INLET PROTECTION

J. CARROLL/E. MATYSIAK

D. FARLEY/C. MOORING

GRAVEL CONSTRUCTION ENTRANCE STORM DRAIN = SD

MANHOLE = MH

GRATE INLET = GI

HEADWALL = HW

REINFORCED CONCRETE PIPE = RCP

POLYVINYL CHLORIDE PIPE = PVC

ABBREVIATIONS:

SCDHEC NOTES

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

THE DURATION OF SITE WORK IN ACCORDANCE WITH THE SWPPP AND DRAWINGS.

MEASURES SHALL BE ESTABLISHED PRIOR TO SITE DISTURBANCE AND MAINTAINED THRU

STABILIZATION CLOSEOUT. SITE DISTURBANCE TOTALS 3.5 ACRES AS SHOWN ON THE

DRAWINGS AND AS DOCUMENTED IN THE SWPPP.

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.

DUCTILE IRON PIPE = DIP

RESTRAINED JOINT = RJ

HIGH DENSITY POLYETHYLENE = HDPE

BITUMINOUS-COATED CORRUGATED METAL PIPE = BCCM

INVERT ELEVATION = IE

FRAME (RIM ELEVATION) = FR

27062

FL DATUR FL DATUR UNDERGROUND FUEL (GIS)

BLDG

PP #69

A B C

D E F

G H

I J

K L

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

S. THOMAS

VF101

OVERALL EXISTING CONDITIONS PLAN

OVERALL EXISTING CONDITIONS SITE PLAN1 SCALE: NOT TO SCALE

PLAN NORTH

J. CARROLL/E. MATYSIAK

27063

ATU

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U R

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DATUR

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W D

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U R

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U R

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W DATURW DATURW DATURW DATURW DATURW DATUR

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ATU

RUNWAY 5/

SD DATUR SD DATUR SD DATUR SD DATUR SD DATUR

ATU

SD DATUR

ATU

SD DATUR

ATU

SD DATUR

123' OF 24"

CONCRETE PIPE

SP059

SP061

SP055 SP056

SP057

SP058

SP069

SP067

SP066

SP07

SP065

SP064

SP06

131' OF 30"

CONCRETE PIPE

117' OF 24"

CONCRETE PIPE

164' OF 24"

CONCRETE PIPE

343' OF 36"

CONCRETE PIPE

216' OF 48"

CONCRETE PIPE

75' OF 12"

CONCRETE PIPE

185' OF 24"

CONCRETE PIPE

113' OF 24"

CONCRETE PIPE

125' OF 15"

CONCRETE PIPE

202' OF 30"

CONCRETE PIPE

313' OF 30"

CONCRETE PIPE

200' OF 24"

CONCRETE PIPE

80' OF 24"

CONCRETE PIPE

281' OF 24"

CONCRETE PIPE

GI014

FR: 27.21'

IE: 21.97'

MH002

FR: 27.21'

IE: 22.15'

HW006

IE: 25.52'

GI013

FR: 27.97'

IE: 24.39'

IE OUT: 24.35'

MH001

FR: 27.97'

IE: 22.15'

GI007

FR: 25.39'

IE: 19.64'

GI005

FR: 24.94'

IE: 20.67' (12")

IE: 19.04' (24")

IE: 18.04' (36")

IE OUT: 17.04'

GI012

FR: 25.14'

IE: 22.44'

GI006

FR: 24.44'

IE: 15.84'

GI004

FR: 27.09'

IE: 21.57' (24")

IE: 19.89' (30")

IE OUT: 19.89'

GI009

FR: 27.19'

IE: 22.67'

IE OUT: 22.48'

GI008

FR: 26.69'

IE: 23.73'

GI003

FR: 28.19'

IE: 21.20'

MH004

FR: 29.59'

IE: 23.49' (N)

IE: 23.92' (W)

IE OUT: 23.01'

MH003

FR: 29.55'

IE: 25.14'

ATU

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MATCHLINE - AREA D

MATCHLINE - AREA A

C H

- A

A M

N E

- A R

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

S. THOMAS

VF102

EXISTING CONDITIONS PLAN - AREA A

NORTH

GRAPHIC SCALE

60' 0 60' 120'

SCALE: 1" = 60'

EXISTING CONDITIONS PLAN - AREA AA1 SCALE: 1" = 60'-0"

GENERAL NOTES

BLDG

PPPP

PP #69

KEYPLAN

A B C D E F G H I J K L

1. SEE SHEET C-001 FOR PLAN NOTES AND

LEGEND.

2. STORM PIPE AND STRUCTURE INFORMATION

SHOWN IS BASED ON GIS DATA AND RECORD

DRAWINGS PROVIDED BY MCAS BEAUFORT.

3. ALL EXISTING STORM PIPES (SP###) AND

STRUCTURES SHOWN ON THE VF SHEETS ARE

WITHIN PROJECT SCOPE.

4. CCTV INSPECTION REPORT "AIRFIELD

STORMWATER REPAIRS" BY GEL SOLUTIONS

DATED 10/4/2019 CONTAINS CAMERA

INSPECTION DATA OF SCOPED STORM DRAIN

PIPES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING AN AS-BUILT SURVEY OF ALL

THE STORM DRAINAGE (EXISTING, REPAIRED,

AND REPLACED) WITHIN THIS PROJECT

SCOPE. SURVEY SHALL CAPTURE ALL STORM

PIPES AND STRUCTURES. SURVEY SHALL

PROPERLY VERIFY THE LOCATION, ELEVATION

/ DEPTH, RIM, INVERT(S) AND PIPE SIZE(S) AT

EACH STORM STRUCTURE.

J. CARROLL/E. MATYSIAK

27064

TU DATUR

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W DATURW DATURW DATUR

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DATUR

W DATUR

W D

W DATUR

W D

W DATUR

W D

W DATUR

W D

W DATUR W DATUR W DATUR

W D

W DATUR W DATURW DATUR W DATUR

W D

ATU

W DATUR W DATUR W DATUR

W D

W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR W DATUR

W D

ATU

W D

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W DATURW DATURW DATUR

W DATUR

W D

ATU

W D

DATUR

W DATUR

W D

ATU

W D

ATU

W D

ATU

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R W

U R

W DATUR W DATUR W DATUR

W D

ATUR

W D

ATUR

W D

R W

U R

W D

R W

U R

W DATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W DATUR

DATUR

W DATUR

DATUR

W DATUR

DATUR

W D

W DATUR

W D

W DATUR

DATUR

W D

SD DATUR

SD DATURSD DATUR

SD DATUR

ATU

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

SD DATUR

ATU

SD DATUR SD DATUR SD DATUR

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ATU

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SD DATURSD DATUR

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ATU

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SD D

ATUR

SD D

ATU

SD D

ATU

SD D

ATU

SD DATUR

2ND ST

ST MAYBERRY ST

SD DATUR

SP041

2 SP04357' OF 24"

CONCRETE PIPE

34' OF 24"

CONCRETE PIPE

31' OF 24"

CONCRETE PIPE

80' OF 12"

CONCRETE PIPE

SP036

SP046

GI033

FR: 21.55'

IE: 18.51'

IE: 15.87'

GI020

FR: 20.91'

IE: 15.66'

IE OUT: 15.08'

GI022

FR: 20.51'

IE: 14.68'

IE OUT: 13.39'

GI016

FR: 21.61'

IE: 16.94'

IE OUT: 16.90'

GI015

FR: 21.01'

IE: 16.84'

MATCHLINE - AREA E

MATCHLINE - AREA B

C H

- A

A M

N E

- A R

C H

- A

B M

N E

- A R

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

S. THOMAS

VF103

EXISTING CONDITIONS PLAN - AREA B

NORTH

GRAPHIC SCALE

60' 0 60' 120'

SCALE: 1" = 60'

EXISTING CONDITIONS PLAN - AREA B1 SCALE: 1" = 60'-0"

BLDG

PPPP

PP #69

KEYPLAN

A B C D E F G H I J K L

GENERAL NOTES

J. CARROLL/E. MATYSIAK

D. FARLEY/C. MOORING

1. SEE SHEET C-001 FOR PLAN NOTES AND

LEGEND.

2. STORM PIPE AND STRUCTURE INFORMATION

SHOWN IS BASED ON GIS DATA AND RECORD

DRAWINGS PROVIDED BY MCAS BEAUFORT.

3. ALL EXISTING STORM PIPES (SP###) AND

STRUCTURES SHOWN ON THE VF SHEETS ARE

WITHIN PROJECT SCOPE.

4. CCTV INSPECTION REPORT "AIRFIELD

STORMWATER REPAIRS" BY GEL SOLUTIONS

DATED 10/4/2019 CONTAINS CAMERA

INSPECTION DATA OF SCOPED STORM DRAIN

PIPES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING AN AS-BUILT SURVEY OF ALL

THE STORM DRAINAGE (EXISTING, REPAIRED,

AND REPLACED) WITHIN THIS PROJECT

SCOPE. SURVEY SHALL CAPTURE ALL STORM

PIPES AND STRUCTURES. SURVEY SHALL

PROPERLY VERIFY THE LOCATION, ELEVATION

/ DEPTH, RIM, INVERT(S) AND PIPE SIZE(S) AT

EACH STORM STRUCTURE.

27065

TU DATUR

ATU

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W DATUR W DATUR W DATUR

DATUR

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ATUR

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U R

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ATUR

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ATUR

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ATUR

W DATURW DATURW DATURW DATURW DATUR

W DATUR

DATUR

W D

R W

U R

W DATURW DATURW DATUR

DATUR

W DATUR

W D

ATU

W D

ATU

W DATURW DATUR

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ATU

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ATU

W DATUR

W DATURW DATURW DATUR

W D

ATUR

W DATUR

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DATUR

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ATU

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ATUR

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ATUR

W DATUR

DATUR

W DATUR W DATUR W DATURW DATUR

W DATUR

SD DATUR

ATU

SD DATUR

TAXIW

AY B2

TAXIW

AY B1

G O

R D

O N

S T

TAXIWAY B

RUNWAY 1432

SD DATUR

SP046

SP047

SP048

SP049

SP050

229' OF 30"

CONCRETE PIPE

262' OF 36"

CONCRETE PIPE

162' OF 36"

CONCRETE PIPE

207' OF 48"

CONCRETE PIPE

170' OF 48"

CONCRETE PIPE

GI025

FR: 19.41'

IE: 11.96'

GI026

FR: 17.71'

IE: 10.26'

GI027

FR: 16.21'

IE: 7.76'

GI028

FR: 14.81'

IE: 6.33'

GI029

FR: 13.13'

IE: 5.83'

IE: 8.23'

FL DATUR

MATCHLINE - AREA F

MATCHLINE - AREA C

C H

- A

B M

N E

- A R

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

S. THOMAS

VF104

EXISTING CONDITIONS PLAN - AREA C

NORTH

GRAPHIC SCALE

60' 0 60' 120'

SCALE: 1" = 60'

EXISTING CONDITIONS PLAN - AREA C1 SCALE: 1" = 60'-0"

BLDG

PPPP

PP #69

KEYPLAN

A B C D E F G H I J K L

GENERAL NOTES

J. CARROLL/E. MATYSIAK

D. FARLEY/C. MOORING

1. SEE SHEET C-001 FOR PLAN NOTES AND

LEGEND.

2. STORM PIPE AND STRUCTURE INFORMATION

SHOWN IS BASED ON GIS DATA AND RECORD

DRAWINGS PROVIDED BY MCAS BEAUFORT.

3. ALL EXISTING STORM PIPES (SP###) AND

STRUCTURES SHOWN ON THE VF SHEETS ARE

WITHIN PROJECT SCOPE.

4. CCTV INSPECTION REPORT "AIRFIELD

STORMWATER REPAIRS" BY GEL SOLUTIONS

DATED 10/4/2019 CONTAINS CAMERA

INSPECTION DATA OF SCOPED STORM DRAIN

PIPES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING AN AS-BUILT SURVEY OF ALL

THE STORM DRAINAGE (EXISTING, REPAIRED,

AND REPLACED) WITHIN THIS PROJECT

SCOPE. SURVEY SHALL CAPTURE ALL STORM

PIPES AND STRUCTURES. SURVEY SHALL

PROPERLY VERIFY THE LOCATION, ELEVATION

/ DEPTH, RIM, INVERT(S) AND PIPE SIZE(S) AT

EACH STORM STRUCTURE.

27066

ATU

DAT

UE D

ATU

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE D

ATUR

UE DATUR

W DATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

W D

ATUR

RUNWAY 5/

TAXIW

AY A

SD DATUR

ATU

SD DATUR

SD D

ATUR

SD D

ATUR

SD D

ATUR

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SP063

2SP07

SP07

271' OF 24" BCCM

250' OF 21" STEEL PIPE

405' OF 21" BCCM PIPE

91' OF 24" BCCM

196' OF 24"

CONCRETE PIPE

250' OF 24" STEEL PIPE

278' OF 30"

CONCRETE PIPE

SP07

77' OF 24" BCCM PIPE

SP08

177' OF 30"

STEEL PIPE

405' OF 24" BCCM PIPE

407' OF 30" BCCM PIPE

SD D

ATU

SD D

ATU

SD D

ATU

SP077A

88' OF 30"

CONCRETE PIPE

SP08

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SD D

ATU

SP08

SD DATUR SD DATUR

GI002

FR: 29.63'

IE: 26.05'

IE OUT: 25.88'

GI001

FR: 31.13'

IE: 27.46'

GI011

FR: 28.33'

IE: 24.50'

MH005

FR: 29.23'

IE: 24.81'

IE OUT: 24.69'

GI010

FR: 27.03'

IE: 24.53'

MH007

FR: 28.76'

IE: 21.11' (SW)

IE: 21.07' (SE)

IE: 21.16' (NE)

GI041

FR: 26.89'

IE: 19.85'

IE OUT: 19.83'

GI034

FR: 28.75'

IE: 24.83'

GI035

FR: 27.05'

IE: 23.05'

GI036

FR: 26.25'

IE: 21.15'

GI040A

FR:27.05'

IE: 20.65'

IE OUT: 20.59'

GI048

FR: 27.66'

IE: 25.58'

GI039

FR: 26.31'

IE: 22.94'

GI040

FR:26.28'

IE: 21.72'

GI011A

FR: UNKNOWN

IE: UNKNOWN

122' OF 24"

CONCRETE PIPE

ATU

FL DATUR

ATU

FL DATUR

MATCHLINE - AREA G

MATCHLINE - AREA D

MATCHLINE - AREA A

C H

- A

D M

N E

- A R

SHEET

SIZE

ISSUE DATE:

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

APR 27, 2020

AIRFIELD STORMWATER REPAIRS (BE2004M)

N40085-18-D-0616

Summerville, SC

ENGINEERING | ARCHITECTURE

CEMS Project No: Project Manager: JASON BRAWLEY

Wilmington, NC 18152F

YOUR SIGNATURE ON THIS

COVER SHEET APPROVES ALL

SHEETS ASSOCIATED WITH THIS

SET OF DRAWINGS.

REVISIONS

BE2004M

VF105

EXISTING CONDITIONS PLAN - AREA D

NORTH

GRAPHIC SCALE

60' 0 60' 120'

SCALE: 1" = 60'

EXISTING CONDITIONS PLAN - AREA D1 SCALE: 1" = 60'-0"

BLDG

PP #69

KEYPLAN

A B C D E F

G H I J K L

GENERAL NOTES

1. SEE SHEET C-001 FOR PLAN NOTES AND

LEGEND.

2. STORM PIPE AND STRUCTURE INFORMATION

SHOWN IS BASED ON GIS DATA AND RECORD

DRAWINGS PROVIDED BY MCAS BEAUFORT.

3. ALL EXISTING STORM PIPES (SP###) AND

STRUCTURES SHOWN ON THE VF SHEETS ARE

WITHIN PROJECT SCOPE.

4. CCTV INSPECTION REPORT "AIRFIELD

STORMWATER REPAIRS" BY GEL SOLUTIONS

DATED 10/4/2019 CONTAINS CAMERA

INSPECTION DATA OF SCOPED STORM DRAIN

PIPES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING AN AS-BUILT SURVEY OF ALL

THE STORM DRAINAGE (EXISTING, REPAIRED,

AND REPLACED) WITHIN THIS PROJECT

SCOPE. SURVEY SHALL CAPTURE ALL STORM

PIPES AND STRUCTURES. SURVEY SHALL

PROPERLY VERIFY THE LOCATION, ELEVATION

/ DEPTH, RIM, INVERT(S) AND PIPE SIZE(S) AT

EACH STORM STRUCTURE.

S. THOMAS

J. CARROLL/E. MATYSIAK

27067

TU DATUR

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TU DATUR

ATU

TU DATUR

U R

TU DATURTU DATURTU DATUR

TU DATUR

UR TU DATUR

TU DATUR

ATU

TU DATURTU DATURTU DATURTU DATUR

TU DATUR

ATU

TU DATUR

UE DATUR

URUE DATUR

UE DATUR

U E D

ATU

UE DATUR

U E D

ATU

U E D

ATU

UE DATUR

UE D

ATU

R U E D

ATU

U E

U R

U E

U R

U E

U R

U E

U R

UE DATUR

UE DATURUE DATUR

UE DATUR

UE D

ATU

UE D

ATU

UE D

ATU

U E

U R

U E

U R

U E

U R

UE DATUR

UE DATUR UE DATUR UE DATUR UE DATUR

UE DATUR

U E D

ATU

UE D

ATU

U E

U R

U E

A…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 21, 2020.