19-0179 DWG REV A.pdf

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

19-0179

REPAIR EROSION

WILSON BLVD OVERPASS

60025198

REPAIR EROSION

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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Holly Ridge

Folkstone

Dixon

Verona

Words Corner

Burgaw

Wallace

Jacksonville

Richlands

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Magnolia

Warsaw

OAK GROVE

Havelock

Maysville

Pollacksville

New Bern

Tuscarora

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19-0179

WILSON BLVD OVERPASS

201010

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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-0179

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AS SHOWN

AutoCAD SHX Text 05-19-0179

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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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HIGH HILL RD

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COSTON RD

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CHATEAU RD

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CC RD

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SHEPARD

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HOLCOMB BLVD

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BREWSTER BLVD

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MEANS HIGH WATER +1.10

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MEANS LOW WATER +0.35

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LEJEUNE RAILROAD

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CHADWICK

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COVE

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MOREHEAD CITY

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BEAR

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BEAR

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INLET

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STONE

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MILL

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STONE CREEK

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MUDDY

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CAMP

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NEW RIVER

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AIR STATION

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BROWNS

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RIVER

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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 60025198

AutoCAD SHX Text T001

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TITLE PAGE

AutoCAD SHX Text C101

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PROJECT SITE

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SITE PLAN - WILSON BLVD AND HOLCOMB BLVD

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SITE PLAN - WILSON BLVD AND BREWSTER BLVD

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PROJECT SITE

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WILSON BLVD / BREWSTER BLVD

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WILSON BLVD / HOLCOMB BLVD

AutoCAD SHX Text 60025199

AutoCAD SHX Text 60025200

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TP457

STP467

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TP453

TP464

TP466

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

19-0179

REPAIR EROSION

WILSON BLVD OVERPASS

60025199

WILSON BLVD / HOLCOMB BLVD OVERPASS

SITE PLAN - 1" = 100'

PLAN NORTH

SCOPE OF WORK

THIS PROJECT WILL REPAIR EROSION ALONG WILSON BLVD.

WILSON BLVD AND HOLCOMB BLVD OVERPASS

1. 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.

2. MAKE STRUCTURAL REPAIRS TO THE EMBANKMENT WHERE WASHOUTS HAVE AFFECTED THE STRUCTURAL FILL. ESTIMATE 5% OF THE AREA REQUIRES STRUCTURAL REPAIRS.

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. RE-SOD WITH CENTIPEDE SOD. 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:

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

- 2 INCHES (EXCLUDING SHOOT GROWTH AND THATCH)

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

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

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

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

5. SOD INSTALLATION

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

5.2. 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.

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

5.4. 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 TIN 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.

5.5. 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.

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

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

5.8. 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.

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

6. MAINTENANCE. AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. THERE ARE NO

KNOWN WATER SOURCE IN THE IMMEDIATE VICINITY OF THE CONSTRUCTION SITE. 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. CONTRACTOR IS RESPONSIBLE FOR THE SITE, INCLUDING MOWING, UNTIL BOD. CONTRACTOR SHOULD

DELINEATE CONSTRUCTION SITE TO PREVENT BASE MAINTENANCE MOWING SERVICE FROM MOWING CONTRACTOR'S CONSTRUCTION SITE.

7. AFTER THE FIRST GROWING SEASON (APRIL 15 - OCTOBER 31), ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST

RECOMMENDATIONS.

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 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.

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

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 KEEP ONE LANE OPEN ON C STREET DURING WORKING HOURS ON WEEKDAYS. CONTRACTOR MAY CLOSE C FOR ALL TRAFFIC AT NIGHT AND ON WEEKEND.

COORDINATE ROAD CLOSURES THRU THE ROICC. CONTRACTOR MAY BE REQUIRE TO WORK AROUND MARSOC'S TRAINING SCHEDULE.

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. 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.

RE-SOD DESIGNATED AREA. APPROXIMATELY 6.1 ACRES (ACCOUNTS FOR THE SLOPE OF THE EMBANKMENT). ADD COMPOST AND TILL INTO EXISTING SOIL. MATCH EXISTING

GRADE AND ELEVATION WITH FINISHED SOD.

54'

45'

45'

104'

74'

154'

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DATE

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DESCRIPTION

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

SITE MAP - WILSON BLVD AND HOLCOMB BLVD

AutoCAD SHX Text N40085-19-B-0179

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-19-0179

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DD ZIMBELMAN

AutoCAD SHX Text

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

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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REVISIONS FROM PRE-PROPOSAL INQUIRY

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PP201

ALZ-13

SWP242

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

19-0179

REPAIR EROSION

WILSON BLVD OVERPASS

60025200

WILSON BLVD / BREWSTER BLVD OVERPASS

SITE PLAN - 1" = 100'

PLAN NORTH

SCOPE OF WORK

THIS PROJECT WILL REPAIR EROSION ALONG WILSON BLVD.

WILSON BLVD / BREWSTER BLVD OVERPASS

1. 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.

2. MAKE STRUCTURAL REPAIRS TO THE EMBANKMENT WHERE WASHOUTS HAVE AFFECTED THE STRUCTURAL FILL. ESTIMATE 5% OF THE AREA REQUIRES STRUCTURAL REPAIRS.

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. RE-SOD WITH CENTIPEDE SOD. 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:

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

- 2 INCHES (EXCLUDING SHOOT GROWTH AND THATCH)

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

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

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

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

5. SOD INSTALLATION

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

5.2. 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.

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

5.4. 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 TIN 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.

5.5. 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.

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

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

5.8. 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.

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

6. MAINTENANCE. AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. THERE ARE NO

KNOWN WATER SOURCE IN THE IMMEDIATE VICINITY OF THE CONSTRUCTION SITE. 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. CONTRACTOR IS RESPONSIBLE FOR THE SITE, INCLUDING MOWING, UNTIL BOD. CONTRACTOR SHOULD

DELINEATE CONSTRUCTION SITE TO PREVENT BASE MAINTENANCE MOWING SERVICE FROM MOWING CONTRACTOR'S CONSTRUCTION SITE.

7. AFTER THE FIRST GROWING SEASON (APRIL 15 - OCTOBER 31), ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST

RECOMMENDATIONS.

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 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.

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

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 KEEP ONE LANE OPEN ON C STREET DURING WORKING HOURS ON WEEKDAYS. CONTRACTOR MAY CLOSE C FOR ALL TRAFFIC AT NIGHT AND ON WEEKEND.

COORDINATE ROAD CLOSURES THRU THE ROICC. CONTRACTOR MAY BE REQUIRE TO WORK AROUND MARSOC'S TRAINING SCHEDULE.

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. 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.

RE-SOD DESIGNATED AREA. APPROXIMATELY 12.1 ACRES (ACCOUNTS FOR SLOPE OF EMBANKMENT). ADD COMPOST AND TILL INTO EXISTING SOIL. MATCH EXISTING GRADE

AND ELEVATION WITH FINISHED SOD.

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120'

156' 42'

40'

192'

45'

45'

40'

90'

70'

70'

43'

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DATE

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DESCRIPTION

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REVISION

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SITE MAP - WILSON BLVD AND BREWSTER BLVD

AutoCAD SHX Text N40085-19-B-0179

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AS SHOWN

AutoCAD SHX Text 05-19-0179

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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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( IN FEET )

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GRAPHIC SCALE

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