19-0161 DWG REV A.pdf

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TRAINING ROAD REPAIRS AND DEBRIS REMOVAL, PHASE III
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N4008520R4044
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DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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 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.

T001

19-0161

REPAIR JULIAN C SMITH ROAD

60025188

REPAIR

LOCATION MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

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Bolton

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Acme

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Scott Hill

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Holly Ridge

Folkstone

Dixon

Verona

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

Beulaville

Rosehill

Magnolia

Warsaw

OAK GROVE

Havelock

Maysville

Pollacksville

New Bern

Tuscarora

Hill

Pink

Comfort

Trenton

Dover

Kinston

Springs

US 70

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Seven

Goldsboro

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Morehead City

Beaufort

Otway

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19-0161

JULIAN C SMITH

ROAD

201010

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DATE

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DESCRIPTION

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REVISION

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LOCATION AND VICINITY MAP

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AS SHOWN

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DD ZIMBELMAN

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DD ZIMBELMAN

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JP REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

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SCALE: 1" = 6000'

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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LEJEUNE RAILROAD

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DRAWING INDEX

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

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AutoCAD SHX Text T001

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TITLE PAGE

AutoCAD SHX Text C101

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

AutoCAD SHX Text 60025189

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ROAD

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JULIAN C SMITH

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SITE PLAN

ORDE POND

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FC484

FC510

S677

S691

RNGD30

SWP77

SWP75

SWP76

DATE:

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

CONST. CONTR. NO.

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

SPEC.

SIZE

SCALE:

E180091

CODE IDENT NO. PWO DRAWING NO.

SHEET OF

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 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.

C101

19-0161

REPAIR JULIAN C SMITH ROAD

60025189

LEGEND

STORM PIPE

GRAVITY MAIN

STEAM CONDENSATE

STEAM LINE

FIBER OPTIC

MANHOLE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

STEAM PIT

COM MANHOLE

TELEPHONE

RAW WATER

WATER

FIRE PROTECTION

FIRE HYDRANT

WATER SERVICE

FENCE

JULIAN C SMITH ROAD - FULL DEPTH REPAIR

SITE PLAN - SCALE 1" = 20'

PLAN NORTH

SCOPE OF WORK

THIS PROJECT WILL REPAIR JULIAN C SMITH ROAD.

JULIAN C SMITH:

1. MILL THE 2" ASPHALT WEAR COURSE FROM 0.6 MILES OF JULIAN C SMITH ROAD. THIS INCLUDES THE AREAS OF FULL DEPTH REPAIR.

2. MAKE FULL DEPTH REPAIR ON 265' OF ROADWAY TO REPAIR THE DEPRESSIONS ON EACH SIDE OF THE TWIN CULVERTS. REMOVE BINDER COURSE AND 2'

OF THE BASE COURSE. INSTALL AGGREGATE BASE COURSE. FINISHED DEPTH OF BASE COURSE IS 2'. COMPACT IN 6" LIFTS TO A DENSITY EQUAL TO AT

LEAST 95% OF THAT BY COMPACTING MATERIAL SAMPLE IN ACCORDANCE WITH AASHTO T99. INSTALL A 4" I-19.0C BINDER COURSE.

3. MAKE FULL DEPTH REPAIR ON 60' OF ROADWAY TO REPAIR THE HEAVED PAVEMENT. REMOVE MATERIAL TO A DEPTH OF 5'. REPLACE MATERIAL

REMOVED WITH ABC GRAVEL. GRAVEL WILL BE COMPACTED IN 6" LIFTS TO A DENSITY EQUAL TO AT LEAST 95% OF THAT BY COMPACTING SAMPLE OF

MATERIAL IN ACCORDANCE WITH AASHTO T99. INSTALL A 4" I-19.0C BINDER COURSE.

4. INSTALL 0.6 MILES OF A WEAR COURSE CONSISTING OF 2" OF S9.5B ASPHALT. THIS INCLUDES THE AREAS OF FULL DEPTH REPAIR.

5. MARK 0.6 MILES CENTERLINE AND SHOULDER MARKINGS WITH THERMOPLASTIC MARKING THAT MEET NCDOT SPECIFICATIONS.

GENERAL NOTES

1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO GROUND DISTURBING ACTIVITIES.

2. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. THE MEASUREMENT AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE

CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION

FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS.

3. PRESERVE AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. REPAIR OR REPLACEMENT OF

DAMAGED UTILITIES SHALL BE INSPECTED BY THE OWNER OF THE REPAIRED UTILITY BEFORE COVERING UP WORK WITH DIRT OF OTHER MATERIAL.

4. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.

5. CONTRACTOR WILL ACCESS WORK SITES USING EXISTING RIGHT OF WAYS OR FROM GOVERNMENT PROPERTY.

6. CONTRACTOR WILL CONTACT LAND OWNER(S) TO ACCESS PRIVATE PROPERTY TO REMOVE TREES FALLEN ON FENCE LINE

7. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST

VERSION OF THE INTERNATIONAL BUILDING CODE (IBC).

8. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC. NOTIFY THE ROICC IMMEDIATELY OF HIDDEN DAMAGE OR POTENTIAL

REPAIR REQUIREMENTS THAT ARE NOT SPECIFIED WITHIN THIS SCOPE AND DISCOVERED DURING THE COURSE OF WORK.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL (INCLUDING PEDESTRIAN TRAFFIC) NECESSARY TO SAFELY CONDUCT CONSTRUCTION

ACTIVITIES. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. THE ROADS AND DRIVEWAYS ADJACENT TO THE RIGHT OF WAY WILL

REMAIN OPEN. THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH NORMAL OPERATIONS TO THE

MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH BASE PMO AT 415-8381.

10. JOBSITE SHALL BE KEPT CLEAR OF ALL DEBRIS AND TRASH. PROPERLY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT

UTILIZE THE DUMPSTER PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDING.

11. THE CAMP LEJEUNE LANDFILL MAY NOT BE UTILIZED FOR THE DISPOSAL OF BUILDING MATERIAL.

HAZARDOUS MATERIALS

1. THE PROJECT IS LOCATED WITHIN THE BOUNDARIES OF INSTALLATION RESTORATION SITE IR-28, A FORMER BURN DUMP. THERE IS THE POTENTIAL FOR

BURIED DEBRIS, SUCH AS OXIDIZED METAL, GLASS, BRICKS, WIRE, AND WOOD, TO BE FOUND DURING EXCAVATION ACTIVITIES. PREVIOUS SITE ASSESSMENT

ACTIVITIES HAVE CONCLUDED THERE ARE NO UNACCEPTABLE RISKS TO WORKERS FROM EXPOSURE TO SITE SOIL. HOWEVER, DUE TO TO POTENTIAL

PRESENCE OF BURIED DEBRIS, HAZWOPER TRAINING IS REQUIRED FOR ALL CONSTRUCTION WORKERS WHO MAY COME INTO CONTACT WITH THE BURIED

WASTE.

2. ALL EXCAVATED DEBRIS MUST BE PROPERTY DISPOSED OFF-SITE IN ACCORDANCE WITH ALL STATE AND FEDERAL REGULATIONS. IT CANNOT BE

REBURIED ON-SITE. ON-SITE MEANS WITHIN THE BOUNDARIES OF IR-28. EXCAVATED SOILS SHALL BE TRANSPORTED TO THE MCB CLNC LANDFILL.

EXCAVATED SOILS WILL REQUIRE TCLP ANALYSIS AND MANIFESTING. IR-28 IS ALSO A SUSPECT PFAS SITE. MATERIALS LEAVING IR-28 MUST BE LABELED AS

"MAY CONTAIN PFAS" PER DON 2017 PFAS GUIDANCE. COORDINATE THE TESTING AND TRANSPORTATION OF EXCAVATED SOILS WITH MCB CLNC

ENVIRONMENTAL MANAGEMENT DIVISION (EMD) AND THE LANDFILL.

3. IF EVIDENCE OF CONTAMINATION IS FOUND (I.E., STAINED SOILS NOT FROM THE KNOWN BURNED DEBRIS, BURIED DRUMS, ODORS, ETC), STOP WORK AND

CONTACT EMD FOR FURTHER INSTRUCTION (910-451-5003).

4. BECAUSE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)-ENFORCEABLE LAND USE CONTROLS ARE IN PLACE AT THIS SITE TO RESTRICT DIGGING INTO

THE SOIL, OFFICIAL NOTIFICATION BY LETTER OF PROPOSED CONSTRUCTION ACTIVITIES AND THE PRECAUTIONS TO BE TAKEN MUST BE SENT A MINIMUM OF

60 DAYS PRIOR TO START OF WORK. THE LETTER WILL BE SENT BY THE BASE INSTALLATION RESTORATION PROGRAM, BUT THEY MUST BE NOTIFIED A

MINIMUM 60 DAYS PRIOR TO START OF WORK OF WHAT SAFETY PRECATIONS ARE BEING TAKEN AND WHERE DEBRIS WILL BE DISPOSED. CONTACT THE IR

PROGRAM MANAGER AT LEJEUNE_IR_PROGRAM@USMC.MIL, OR 910-451-5003.

KEYED NOTES:

MILL 2" WEAR COURSE AND INSTALL NEW 2" S9.5B ASPHALT WEAR COURSE. REMARK WITH THERMOPLASTIC MARKINGS THAT MEET NCDOT

SPECIFICATIONS.

MAKE FULL DEPTH REPAIR TO 265' OF ROADWAY. REMOVE 2' OF BASE COURSE AND REPLACE WITH ABC GRAVEL AND A 4" I-19.0C BINDER COURSE.

MATCH EXISTING ROADWAY ELEVATION.

MAKE FULL DEPTH REPAIR TO 60' OF ROADWAY. REMOVE 5' OF BASE COURSE. REPLACE WITH ABC GRAVEL AND A 4" I-19.0C BINDER COURSE.

MATCH EXISTING ROADWAY ELEVATION.

TWIN 84" CULVERTS TO REMAIN.

A

B

C

D

JULIAN C SMITH ROAD

SITE PLAN - SCALE 1" = 200'

PLAN NORTH

B

D

C

A

A

AB

DA

GONZALEZ BLVDJULIAN C SMITH

O STREET

BOUNDARY OF INSTALLATION RESTORATION SITE IR-28

HAZARDOUS MATERIAL NOTES APPLY

BOUNDARY OF INSTALLATION RESTORATION SITE IR-28

HAZARDOUS MATERIAL NOTES APPLY

ROADWAY

CROSS SECTION - NOT TO SCALE

SAW CUT

CROSS SECTION - NOT TO SCALE

A

A

A

C

A

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COMPACTED SUBGRADE

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BASE COURSE

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2" SF9.5 B MIX

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CRUSHED STONE

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4" I19.0 C MIX

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TACK COAT

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EXISTING ASPHALT PAVEMENT

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LIMITS OF PAVEMENT RECONSTRUCTION

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LIMITS OF NEW BASE

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SAW-CUT JOINT

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NEW BASE

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TACK COAT

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EXISTING BASE MATERIAL

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EXISTING SUBGRADE

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DATE

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DESCRIPTION

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REVISION

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SITE PLAN

AutoCAD SHX Text N40085-19-B-0161

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AS SHOWN

AutoCAD SHX Text 05-19-0161

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DD ZIMBELMAN

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DD ZIMBELMAN

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JP REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/14/2019

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FP

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RW

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UE

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FO

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GS

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ST

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SS

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ST

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WS

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( IN FEET )

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GRAPHIC SCALE

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( IN FEET )

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GRAPHIC SCALE

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25 MAR 2020

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PRE-PROPOSAL INQUIRE DATED 20 MARCH 2020

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File details come from the government source that posted it. Updated .