19-0158 DWG REV A.pdf

5 MB Posted

Attached to
TRAINING ROAD REPAIRS AND DEBRIS REMOVAL, PHASE III
Solicitation number
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

19-0158

REPAIR CULVERT

HIGHWAY 172

60025201

REPAIR CULVERT

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

LANDFILL

ROICC OFFICE

BLDG 1005

VICINITY MAP - CAMP LEJEUNE, N.C.

C

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Swansboro

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Bolton

Delco

Acme

Leland

Wilmington

Scott Hill

Hampstead

CAMP LEJUENE

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

Mt. Olive

Seven

Goldsboro

N

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C

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Morehead City

Beaufort

Otway

CHERRY POINT

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GRAPHIC SCALE IN MILES

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19-0158

HIGHWAY 172

10 10 20

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DATE

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DESCRIPTION

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REVISION

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LOCATION AND VICINITY MAP

AutoCAD SHX Text N40085-19-B-0158

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AS SHOWN

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DD ZIMBELMAN

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DD ZIMBELMAN

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J 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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VERONA LOOP ROAD

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PADGETT RD

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FRENCH

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LEJEUNE RAILROAD

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CAMP

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WILSON

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BAY

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BAY

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CHADWICK

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BEAR

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MONTFORD

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LANDING RD

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PARK

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NAVAL

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HOSPITAL

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FRENCH

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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BROWNS

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INLET

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EVERETT CREEK

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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HOPE ROAD

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RIVER

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SNIPE

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FRENCH CREEK BORROW PIT

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DRAWING INDEX

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NAVFAC DWG NO.

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TITLE

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SHEET NO.

AutoCAD SHX Text 60025201

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TITLE PAGE

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SCOPE OF WORK / GENERAL CULVERT SCHEDULE

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OVERALL SITE PLAN

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PROJECT SITE

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ENLARGED SITE PLAN

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DETAILS

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ENLARGED SITE PLAN

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ENLARGED SITE PLAN

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.

C001

19-0158

REPAIR CULVERT

HIGHWAY 172

60025202

SCOPE OF WORK

THIS PROJECT WILL REPAIR CULVERTS ALONG HIGHWAY 172.

1. INSTALL NEW STORM PIPE, SIZE AND TYPE AS INDICATED IN GENERAL CULVERT SCHEDULE.

1.1. PROVIDE TRENCH SECTION IN ACCORDANCE WITH DETAIL A, SHEET C501. MATCH EXISTING INVERTS. ALL PIPE JOINTS SHALL BE SEALED, TAPED AND WRAPPED IN A LAYER OF SILT FENCE. INSTALL RCP IN

ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.

1.2. INSTALL NEW CONCRETE HEADWALL AND ENDWALL.

1.3. SAW CUT AND REMOVE EXISTING PAVEMENT SECTION.

1.4. COMPLETE TRENCH SECTION AND PAVEMENT REPAIRS AT CULVERT REPLACEMENT IN ACCORDANCE WITH DETAIL A, SHEET C501. REPAIRS TO MATCH EXISTING GRADES AND WIDTHS. RE-STRIP NEW ASPHALT

TO MATCH EXISTING CONDITIONS.

1.5. RE-SOD DISTURBED AREAS WITH CENTIPEDE SOD.

2. WHERE NOTED, REPLACE EXISTING HEADWALL WITH NEW CONCRETE HEADWALL. EXISTING PIPE TO REMAIN.

3. WHERE NOTED, CLEAR SWALE FROM HEADWALL TO 15' INSIDE THE TREE LINE.

4. WHERE NOTED, CLEAR EXISTING PIPE BY REMOVING ROOTS, SEDIMENT AND OTHER DEBRIS.

5. WHERE NOTED, REPAIR JOINT FAILURE IN EXISTING PIPE. EXISTING PIPE TO REMAIN. RE-BED AS NEEDED. REPAIRED PIPE JOINT SHALL BE SEALED, TAPED AND WRAPPED IN A LAYER OF SILT FENCE.

6. STREAMS, AND POSSIBLY WETLANDS, IN DESIGNATED PRIMARY NURSERY AREA, OCCUR IN THE PROPOSED CONSTRUCTION FOOTPRINT. IT IS EXPECTED THAT THE WORK FALLS UNDER THE NATION WIDE

PERMIT FOR MAINTANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING REQUIRED PERMITS FOR WORK THAT FALLS OUTSIDE THE NATION WIDE PERMIT FOR MAINTENANCE. CONTRACTOR WILL

COORDINATE PERMIT APPLICATIONS WITH THE MCB CAMP LEJEUNE ENVIRONMENTAL PLANNING SECTION (451-9660).

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. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL DEVELOP A TRAFFIC CONTROL PLAN TO BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO STARTING CONSTRUCTION IN ACCORDANCE WITH MUTCD.

4. CONTRACTOR SHALL MAINTAIN MINIMUM OF ONE LANE OF TRAFFIC FLOW AT ALL TIMES DURING CONSTRUCTION ON SITES C101, C102, C103 AND C104. CONTRACTOR MAY HAVE THE ENTIRE ROAD FOR THE

REMAINING SITES.

THIS PROJECT WILL BE BROKEN INTO 5 AREAS.

- AREA 1: WORK ON SHEET C101 AND C102 BETWEEN SNEADS FERRY GATE AND ENTRANCE TO AMPHIB BASE. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF AT ALL TIMES DURING. THERE IS NOT

A STIPULATION ON THE DURATION OF THE WORK IN AREA 1.

- AREA 2: WORK ON SHEET C103 AND C104 BETWEEN THE ENTRANCE TO THE AMPHIB BASE AND MARINES ROAD. CONTRACTOR MAY HAVE THE ENTIRE ROAD (BOTH LANES) FOR A PERIOD OF 8 WEEKS. ALL

WORK ON SHEETS C103 AND C104 MUST BE ACCOMPLISHED INSIDE THOSE 8 WEEKS. THE 8 WEEKS INCLUDES TIME FOR WEATHER DELAYS. CONTRACTOR WILL BE REQUIRED TO WORK OVERTIME AND OVER

WEEKEND IN ORDER TO MEET THE 8 WEEK DEADLINE.

- AREA 3: WORK ON SHEETS C105, C106 AND C107 BETWEEN MARINES ROAD AND ONSLOW BEACH ROAD. CONTRACTOR MAY HAVE THE ENTIRE ROAD (BOTH LANES) FOR THE DURATION OF THE WORK ON

SHEETS C105, C106 AND C107. THERE IS NOT A STIPULATION ON THE DURATION OF WORK IN AREA 3.

- AREA 4: WORK ON SHEET C108 BETWEEN ONSLOW BEACH ROAD AND SNEADS FERRY ROAD. CONTRACTOR MAY HAVE THE ENTIRE ROAD (BOTH LANES) FOR A PERIOD OF 10 WEEKS. ALL WORK ON SHEET C108

MUST BE ACCOMPLISHED INSIDE THAT 10 WEEK PERIOD. THE 10 WEEK PERIOD INCLUDES TIME FOR WEATHER DELAYS. CONTRACTOR WILL BE REQUIRED TO WORK OVERTIME AND OVER WEEKENDS IN ORDER TO

MEET THE 10 WEEK DEADLINE.

- AREA 5: WORK ON SHEETS C109 THRU C114 BETWEEN SNEADS FERRY ROAD AND TRIANGLE OUTPOST. CONTRACTOR MAY HAVE THE ENTIRE ROAD (BOTH LANES) FOR THE DURATION OF THE WORK ON SHEETS

C109 THRU C114). THERE IS NOT A STIPULATION ON THE DURATION OF THE WORK IN AREA 5.

5. CONTRACTOR SHALL BE RESPONSIBLE TO POTHOLE EXISTING UTILITIES AT EACH STORM DRAIN CROSSING TO CONFIRM THE UTILITY ROUTING ABOVE OR BELOW EXISTING STORM DRAIN PIPES.

6. WHERE UNDERGROUND UTILITIES EXIST ABOVE THE EXISTING STORM DRAIN, THE CONTRACTOR SHALL EXCAVATE ALONG THE UTILITY A SUFFICIENT DISTANCE TO OBTAIN THE NECESSARY SLACK TO INSTALL

THE NEW STORM DRAIN WITHOUT DAMAGE TO THE UTILITY.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING STORM WATER FLOW DURING CONSTRUCTION. WHERE COFFER DAMS AND INSTALLED OR UPSTREAM FLOW IS IMPEDED IN ANY MANNER BY

CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE BYPASS PUMPING.

8. CONTRACTOR SHALL COMPLETE MINOR GRADING AT PIPE INLET AND OUTLET AREAS TO REMOVE ACCUMULATED SEDIMENT AND RESTORE FLOW. AREA OF WORK WILL CONSIST OF THE HEADWALL / ENDWALL TO

15' INSIDE THE TREE LINE AND IS APPROXIMATELY 60LF PER SITE.

9. WETLAND AND STREAM AREAS EXISTING UPSTREAM AND DOWNSTREAM OF THE STORM DRAINS PIPES. THE CONTRACTOR SHALL NOT DISTURB THE AREAS BEYOND THE IMMEDIATE PIPE INLET AND OUTLET

AREAS IN ANY MANNER. ALL CONSTRUCTION ACTIVITIES SHALL OCCUR FROM UPLAND AREAS.

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

11. CONTRACTOR WILL KEEP DUST TO A MINIMUM AT ALL TIMES, INCLUDING NONWORKING PERIODS. TREAT ALL AREAS DISTURBED WITH DUST SUPPRESSANTS. DRY POWER BOOMING WILL NOT BE PERMITTED. AIR

BLOWING IS PERMITTED FOR CLEANING NON-PARTICULATE DEBRIS SUCH AS STEEL REINFORCING BARS. WET CUT IS PERMITTED FOR CONCRETE BLOCKS, CONCRETE AND BITUMINOUS CONCRETE.

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

13. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE (IBC) AND

NCDOT.

14. 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.

15. 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.

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

HAZARDOUS MATERIALS

1. NO HAZARDOUS MATERIALS HAVE BEEN IDENTIFIED AT THE SITE. IF CONTAMINATED SOIL IS SUSPECTED THROUGH VISUAL OBSERVATION OR ODORS, IMMEDIATELY STOP WORK, CALL 911 AND EMD AT 451-9017.

SOD SPECIFICATIONS:

1. USE HIGH QUALITY SOD OF KNOWN GENETIC ORIGIN, FREE OF NOXIOUS WEEDS, DISEASE AND INSECT PROBLEMS. IT SHOULD APPEAR HEALTHY AND VIGOROUS AND

CONFORM TO THE FOLLOWING SPECIFICATIONS:

1.1. SOD SHOULD BE MACHINE CUT AT A UNIFORM DEPTH OF

- 2 INCHES (EXCLUDING SHOOT GROWTH AND THATCH)

1.2. SOD SHOULD NOT HAVE BEEN CUT IN EXCESSIVELY WET OR DRY WEATHER.

1.3. SECTIONS OF SOD SHOULD BE A STANDARD SIZE AS DETERMINED BY THE SUPPLIER, UNIFORM AND UN-TORN.

1.4. SECTIONS OF SOD SHOULD BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN LIFTED BY ONE END.

1.5. HARVEST, DELIVERY AND INSTALLATION OF SOD SHOULD TAKE PLACE WITHIN A PERIOD OF 36 HOURS.

2. ADD 6" OF COMPOST AND TILL INTO EXISTING SOIL. MATCH EXISTING GRADE AND ELEVATION WITH THE NEW SOD. REMOVE EXCESS FILL PRIOR TO ADDING COMPOST.

FILL LOW OR LEVEL LOW SPOTS TO AVOID STANDING WATER OR RUTS. RAKE OR HARROW SITE TO ACHIEVE A SMOOTH AND LEVEL FINAL GRADE.

3. COMPLETE SOIL PREPARATION BY ROLLING OR CULTIPACTING TO FIRM THE SOIL. AVOID USING HEAVY EQUIPMENT ON THE AREA, PARTICULARLY WHEN WET AS THIS MAY

CASUE EXCESSIVE COMPACTION AND MAKE IT DIFFICULT FOR THE SOD TO TAKE ROOT.

4. SOD INSTALLATION

4.1. MOISTEN THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING INSTALLATION.

4.2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAYING THE

SOD TO COOL THE SOIL, REDUCE ROOT BURNING AND DIE BACK.

4.3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR HERBICIDES.

4.4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE PERPENDICULAR TO THE DIRECTION OF FLOW WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING

TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE

BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULARLY SHAPED AREAS.

4.5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPE 3:1 OR GREATER, OR WHENEVER EROSION BAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES.

4.6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN THE ROOTS AND SOIL.

4.7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD.

4.8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD - RESISTANCE

INDICATES THAT ROOTING HAS OCCURRED.

4.9. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS.

5. MAINTENANCE. AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT

REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED BETWEEN 2-3 INCHES UNLESS OTHERWISE SPECIFIED.

AutoCAD SHX Text

DATE

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DESCRIPTION

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REVISION

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SCOPE OF WORK / GENERAL CULVERT SCHEDULE

AutoCAD SHX Text N40085-19-B-0158

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-19-0158

AutoCAD SHX Text

AutoCAD SHX Text

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DD ZIMBELMAN

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DD ZIMBELMAN

AutoCAD SHX Text

J REED, PE

AutoCAD SHX Text

DD ZIMBELMAN

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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GENERAL CULVERT SCHEDULE

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DESIGNATION

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CULVERT SIZE AND TYPE

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15" TYPE III RCP

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18" TYPE III RCP

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24" TYPE III RCP

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30" TYPE III RCP

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36" TYPE III RCP

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TWIN 36" TYPE III RCP

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48" TYPE III RCP

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TWIN 48" TYPE III RCP

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20 MARCH 2020

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REVISIONS FROM PRE-PROPOSAL INQUIRY

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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.

C002

19-0158

REPAIR CULVERT

HIGHWAY 172

60025203

HIGHWAY 172

OVERALL SITE PLAN - 1" = 1600'

PLAN NORTH

C101

C103

C102

C104

C105

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C107

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C114

C101A

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DATE

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DESCRIPTION

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REVISION

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OVERALL SITE PLAN

AutoCAD SHX Text N40085-19-B-0158

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-19-0158

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DD ZIMBELMAN

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DD ZIMBELMAN

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J REED, PE

AutoCAD SHX Text

DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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SWP161

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

19-0158

REPAIR CULVERT

HIGHWAY 172

60025204HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

PLAN NORTH

HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

A

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

TLZ ORIOLE

PLAN NORTH

MAKE JOINT REPAIR ON FAILED JOINT

UNDERNEATH SHOULDER

CLEAR EXISTING PIPE OF ROOTS, SEDIMENT AND OTHER DEBRIS

CLEAR SWALE FROM ENDWALL

TO 15' INSIDE TREELINE

CLEAR SWALES FROM HEADWALL TO 15' INSIDE TREELINE

MAKE JOINT REPAIRS ON FAILED JOINT UNDERNEATH SHOULDER

CLEAR EXISTING PIPE OF ROOTS, SEDIMENT AND OTHER DEBRIS

CLEAR SWALES FROM ENDWALL TO 15' INSIDE TREE LINE

MAKE JOINT REPAIRS ON FAILED JOINT UNDERNEATH

SHOULDER

REPLACE HEADWALL ON N SIDE OF CULVERT WITH

NEW CONCRETE HEADWALL

EXISTING CULVERT IS A 24" RCP

MATCH POINT "A"

MATCH POINT "A"

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DATE

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REVISION

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ENLARGED SITE PLAN

AutoCAD SHX Text N40085-19-B-0158

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AS SHOWN

AutoCAD SHX Text 05-19-0158

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DD ZIMBELMAN

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DD ZIMBELMAN

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J REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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FP

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RW

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LHD DECK

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NEW RIVER

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DESIGNATION

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CULVERT SIZE AND TYPE

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15" TYPE III RCP

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18" TYPE III RCP

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48" TYPE III RCP

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TWIN 48" TYPE III RCP

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20 MARCH 2020

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REVISIONS FROM PRE-PROPOSAL INQUIRY

AutoCAD SHX Text A

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.

C102

19-0158

REPAIR CULVERT

HIGHWAY 172

60025205HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

PLAN NORTH

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

CLEAR PIPE OF ROOTS, SEDIMENT AND OTHER DEBRIS

CLEAR SWALE FROM ENDWALL

TO 15' INSIDE TREE LINE

REPAIR FAILED JOINT UNDERNEATH SHOULDER

CLEAR SWALE FROM ENDWALL TO 15' INSIDE TREE LINE

CLEAR PIPE OF ROOTS, SEDIMENT AND OTHER DEBRIS

REPAIR FAILED JOINT UNDERNEATH SHOULDER

CLEAR SWALE FROM END WALL TO 15' INSIDE TREE LINE

REPLACE END WALL ON S SIDE OF ROAD WITH NEW CONCRETE END WALL

REMOVE APPROXIMATELY 15 TREES <4" Ø

CLEAR SWALE FROM END WALL TO 15' INSIDE TREE LINE

EXISTING CULVERT IS 18" RCP

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DATE

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DESCRIPTION

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REVISION

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AS SHOWN

AutoCAD SHX Text 05-19-0158

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DD ZIMBELMAN

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DD ZIMBELMAN

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J REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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FP

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15" TYPE III RCP

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20 MARCH 2020

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REVISIONS FROM PRE-PROPOSAL INQUIRY

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U

R

T

H

O

U

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SA56

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G

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SWP222

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.

C103

19-0158

REPAIR CULVERT

HIGHWAY 172

60025206HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

PLAN NORTH

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

B

B

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AS SHOWN

AutoCAD SHX Text 05-19-0158

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DD ZIMBELMAN

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J REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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15" TYPE III RCP

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J

C

K

S

BB219A

BB355

BB125

BB148

BB149

BB219

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BB136

BB49B

BB138

BB137

BB49

BB350

ALZ-8

G

SWP47

SWP48

SWP86

SWP54

SWP85

SWP253

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.

C104

19-0158

REPAIR CULVERT

HIGHWAY 172

60025207HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

PLAN NORTH

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

E

AutoCAD SHX Text C

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AutoCAD SHX Text N40085-19-B-0158

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AS SHOWN

AutoCAD SHX Text 05-19-0158

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DD ZIMBELMAN

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DD ZIMBELMAN

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J REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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DESIGNATION

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CULVERT SIZE AND TYPE

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15" TYPE III RCP

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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.

C105

19-0158

REPAIR CULVERT

HIGHWAY 172

60025208HIGHWAY 172

ENLARGED SITE PLAN - 1" = 100'

PLAN NORTH

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

B

C

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DESCRIPTION

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REVISION

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ENLARGED SITE PLAN

AutoCAD SHX Text N40085-19-B-0158

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-19-0158

AutoCAD SHX Text

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DD ZIMBELMAN

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DD ZIMBELMAN

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J REED, PE

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DD ZIMBELMAN

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T. BURTON, PE

AutoCAD SHX Text 11/18/2019

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FP

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RW

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UE

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( IN FEET )

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TLZ CANARY…

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