19-0178 DWG REV A.pdf
PDF 6 MB Posted
- Solicitation number
- N4008520R4044
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 19-0161 DWG REV A.pdf | ||
| Amnd 0002 20R4044 FINAL.pdf | ||
| 19-0169 GE REV A.xlsx | XLSX spreadsheet | |
| 20-0022 SOW Phase 3 REV A.pdf | ||
| CLNC 02 82 30 RE-ESTABLISH VEGETATION.pdf | ||
| 20-0022 SITE MAP.pdf | ||
| 31 05 19 GEOTEXTILE.pdf | ||
| 19-0177 DWG REV.pdf | ||
| 19-0158 DWG REV A.pdf | ||
| 19-0169 SOW REV A.pdf | ||
| 19-0179 DWG REV A.pdf | ||
| 19-0179 GE REV A.xlsx | XLSX spreadsheet | |
| PRICE PROPOSAL FORM.pdf | ||
| Waiver.pdf | ||
| Amnd 0001 20R4044 FINAL.pdf | ||
| Master PPI Form Template.xls | XLS spreadsheet | |
| RFP Training Road Repairs Phase 3.pdf |
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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
19-0178
REPAIR MULTIPLE STORMWATER
NEAR GREENWAY TRAIL
60025193
REPAIR MULTIPLE
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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N
E
U
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Swansboro
U
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
A
E
C
O
Morehead City
Beaufort
Otway
CHERRY POINT
R
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V
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R
GRAPHIC SCALE IN MILES
19-0178
STORMWATER NEAR
PROJECT SITE MAP - U.S. MARINE CORPS BASE, CAMP LEJEUNE, N.C.
WORK AREA
UTILITY RIGHT OF WAY
GREENWAY TRAIL
WORK AREA
GREENWAY TRAIL
10 10 20
WORK AREA
WILSON BLVD
HOLCOMB BLVD
WILSON BLVD
HORSE STABLES
SAWMILL ROAD
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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-0178
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text 05-19-0178
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
SCALE: 1" = 6000'
AutoCAD SHX Text %%uJACKSONVILLE
AutoCAD SHX Text
NORTHEAST CREEK
AutoCAD SHX Text A T L A N T I C O C E A N
AutoCAD SHX Text N E W R I V E R
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LEJEUNE BLVD
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TO WILMINGTON
AutoCAD SHX Text %%uHOLLY RIDGE
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VERONA LOOP ROAD
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PADGETT RD
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HAWS RUN RD
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DAWSON CABIN RD
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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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RD
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NEW RIVER INLET RD
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RANGE RD
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DIXON-SNEADS FERRY RD
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OCEAN DRIVE
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BEACH RD
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MARINES RD
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LYMAN RD
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OLD BEAR CREEK RD
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PINEY GREEN RD
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HOLCOMB BLVD
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BREWSTER BLVD
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CURTIS
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STONE ST
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STONE BAY
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FRENCH
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CREEK
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MAIN SERVICE RD
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INTRACOASTAL WATERWAY
AutoCAD SHX Text %%uNEW RIVER INLET
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MEANS HIGH WATER +1.50
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER -1.50
AutoCAD SHX Text %%uSNEADS FERRY
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MEANS HIGH WATER +1.10
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MEANS SEA LEVEL 0.00
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MEANS LOW WATER +0.35
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MEANS LOW WATER +0.50
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MEANS SEA LEVEL 0.00
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MEANS HIGH WATER +1.00
AutoCAD SHX Text %%uTOWN POINT
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LEJEUNE RAILROAD
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CAMP
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SEABOARD COAST LINE RAILROAD
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SNEADS FERRY RD
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SETH
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WALLACE
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CREEK
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SOUTHWEST CREEK
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WILSON
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BAY
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TRAPS
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BAY
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CHADWICK
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BAY
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HOWARD BAY
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BAY
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TO
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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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TOWN
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AREA
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MAGAZINE
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HADNOT
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BASE
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ENGINEER
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AREA
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BERKELEY
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MANOR
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VILLAGE
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CAMP
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GEIGER
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BROWNS
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WILLI
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AMS
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ROAD
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HOPE ROAD
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RIVER
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ROAD
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DUCK CREEK
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MAIN
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GATE
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PAVILION
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MARINA
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PHEONIX
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OWL
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LHA
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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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TITLE PAGE
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NAVFAC DWG NO.
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TITLE
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SHEET NO.
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PROJECT SITE
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SITE PLAN - UTILITY RIGHT OF WAY
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( IN FEET )
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GRAPHIC SCALE
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SITE PLAN - WILSON BLVD
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SITE PLAN - GREENWAY TRAIL
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NCDOT STANDARD DRAWINGS
AutoCAD SHX Text 60025194
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AutoCAD SHX Text 60025197
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
19-0178
REPAIR MULTIPLE STORMWATER
NEAR GREENWAY TRAIL
60025194
A
B
C
D
REPAIR WASHOUT - UTILITY RIGHT OF WAY
SITE PLAN - NOT TO SCALE
PLAN NORTH
KEYED NOTES:
INSTALL NEW 48" DUAL WALLED HDPE STORM PIPE UNDER EXISTING GREEN WAY TRAIL.
IMPROVE EXISTING TRAIL INTO GRAVEL ACCESS ROAD. FILL LOW AREAS TO PROVE LEVEL ROADWAY. STRAIGHTEN OUT ROADWAY TO ALLOW
SU-30 DESIGN VEHICLE TO TRAVEL GRAVEL ACCESS ROAD.
INSTALL NEW 18" DUAL WALLED HDPE STORM PIPE.
ADD A CUL DE SAC TO THE END OF THE GRAVEL ACCESS ROAD. SIZE TO ALLOW DESIGN VEHICLE (SU-30) TO TURN AROUND WITHOUT STOPPING
AND BACKING UP.
SCOPE OF WORK
THIS PROJECT WILL REPAIR THE STORM WATER SYSTEM TO ALLOW STORM WATER TO PROPERLY DRAIN.
UTILITY RIGHT OF WAY
1. REPLACE EXISTING 48" CULVERT UNDERNEATH GREEN WAY TRAIL WITH A NEW 48" HDPE DUAL WALLED STORM PIPE. ESTIMATED LENGTH IS APPROXIMATELY 40'. FIELD VERIFY
PIPE LENGTH AND DIAMETER. INSTALL NEW PRECAST CONCRETE HEADWALLS AT BOTH ENDS OF STORM PIPE. IMBED NEW PIPE 6" INTO STREAM BED. SET ELEVATION OF GREEN WAY
TRAIL TO ALLOW A MINIMUM 2' OF COVER ABOVE THE PIPE. SLOPE SHOULDER OF GREEN WAY TRAIL FROM TOP OF THE PAVEMENT TO THE TOP OF THE CONCRETE HEADWALLS.
SLOPE SIDE OF DRAINAGE DITCH AT 3:1 SLOPE FOR 20' UPSTREAM AND DOWNSTREAM OF HEADWALLS AND ARMOR WITH AN ARTICULATED CONCRETE MAT. INSTALL 2" OF TOPSOIL
AND SOD WITH CENTIPEDE GRASS ALONG THE SHOULDER OF THE GREEN WAY TRAIL WERE THE GROUND WAS DISTURBED. DEMOLISH AND REPLACE 60' OF GREEN WAY TRAIL WITH 4"
OF AGGREGATE BASE COURSE AND 1
" OF SF9.5A WEARING COURSE.
2. IMPROVE THE EXISTING TRAIL INTO A GRAVEL ACCESS ROAD. APPROXIMATE LENGTH OF NEW GRAVEL ACCESS ROAD IS 4000'. FINISHED DEPTH OF GRAVEL IS 8" OF AGGREGATE
BASE COURSE. CROWN ROAD TO PROVIDE POSITIVE DRAINAGE. ROADWAY WIDTH WILL BE 12'. ADD ADDITIONAL FILL TO LOW AREA TO PROVIDE A LEVEL ROADWAY. STRAIGHTEN OUT
CURVES TO ALLOW A SU-30 DESIGN VEHICLE TO NAVIGATE DOWN THE ROADWAY. INSTALL GRAVEL CUL DE SAC AT THE END OF THE GRAVEL ACCESS ROAD (APPROXIMATE LOCATION
IS 30° 41' 52.1" N 77° 20' 22.2" W). CUL DE SAC SHOULD BE SIZED TO ALLOW SU-30 DESIGN VEHICLE TO TURN AROUND WITHOUT STOPPING AND BACKING UP.
3. INSTALL APPROXIMATELY 40' OF NEW 18" HDPE DUAL WALLED STORM PIPE WITH PRECAST CONCRETE HEADWALLS ON BOTH ENDS OF THE STORM PIPE. (APPROXIMATE LOCATION
IS 30° 42' 08.7" N 77° 20' 24.8" W.) IMBED PIPE 6" INTO STREAM BED. SET ELEVATION OF NEW GRAVEL ACCESS ROAD TO ALLOW A MINIMUM 2' OF COVER ABOVE THE PIPE. GRADE
SHOULDER OF ACCESS ROAD FROM THE TOP OF THE ROAD TO THE TOP OF THE CONCRETE HEADWALL. ARMOR 20' OF THE DOWNSTREAM DITCH WITH ARTICULATED CONCRETE MAT.
WITHIN 20' OF THE DOWN STREAM HEADWALL, SLOPE SIDES OF DOWNSTREAM DITCH AT 3:1 SLOPE.
4. STREAMS, AND POSSIBLY WETLANDS, OCCUR IN THE PROPOSED CONSTRUCTION FOOTPRINT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AUTHORIZATIONS FOR
IMPACTS TO STREAMS AND WETLANDS FROM THE UNITED STATES ARMY CORPS OF ENGINEERS, NORTH CAROLINA DIVISION OF WATER RESOURCES, AND NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT, IN COORDINATION 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. 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 WILL COMPACT ALL AGGREGATE BASE COURSE IN 6 INCH LIFTS TO A DENSITY EQUAL TO AT LEAST 95% OF THAT BY COMPACTING SAMPLE MATERIAL IN
ACCORDANCE WITH AASHTO T99.
5. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.
6. 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.
7. CONTRACTOR WILL ACCESS WORK SITES USING EXISTING RIGHT OF WAYS OR FROM GOVERNMENT PROPERTY.
8. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE
INTERNATIONAL BUILDING CODE (IBC).
9. 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.
10. 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.
11. 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.
12. 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.
2. THERE ARE TWO SETS OF OVERHEAD ELECTRICAL LINES IN THE WORK AREA. ONE CONSIST OF 230KV BETWEEN PHASES. THE OTHER CONSIST OF 12.47KV BETWEEN PHASES.
GREEN WAY TRAIL
SITE OF NEW WATER
TREATMENT PLANT
WALLACE CREEK
GREEN WAY TRAIL SECTION
ELEVATION - NOT TO SCALE
A2
TYPICAL SAW CUT
ELEVATION - NOT TO SCALE
A1
GRAVEL ROADWAY SECTION
ELEVATION - NOT TO SCALE
A3
EXISTING SOIL
NEW GRAVEL ROAD
8" FINISHED DEPTH
A
B
C
B
D
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COMPACTED SUBGRADE
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BASE COURSE
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1-1/2" SF9.5A MIX
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4" AGGREGRATE
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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
AutoCAD SHX Text 1:1
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NEW SUBGRADE
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DATE
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DESCRIPTION
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REVISION
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SITE MAP - UTILITY RIGHT OF WAY
AutoCAD SHX Text N40085-19-B-0178
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AS SHOWN
AutoCAD SHX Text 05-19-0178
AutoCAD SHX Text
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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SLOPE 2% TOWARD SIDE OF ROAD
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20 MARCH 2020
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REVISION FROM PRE-PROPOSAL INQUIRY
AutoCAD SHX Text A
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
19-0178
REPAIR MULTIPLE STORMWATER
NEAR GREENWAY TRAIL
60025195
A
B
C
REPAIR WASHOUT - UTILITY RIGHT OF WAY
SITE PLAN - NOT TO SCALE
PLAN NORTH
KEYED NOTES:
INSTALL NEW PRECAST CONCRETE HEADWALL ONTO EXISTING 30" RCP.
INSTALL NEW 12" DUAL WALLED HDPE STORM PIPE WITH PRECAST CONCRETE HEADWALLS ON BOTH SIDES OF PIPE.
REPAIR SWALE. SLOPE SIDES AT 3:1. CREATE CHECK DAMS WITH RIP RAP (D50 = 12") LIMIT VERTICAL DROP IN SWALE TO 2' BETWEEN CHECK
DAM. LINE SWALE WITH 1.5" OF RIP RAP (D50 = 12") AND NON-WOVEN GEOTEXTILE FABRIC.
SCOPE OF WORK
THIS PROJECT WILL REPAIR THE STORM WATER SYSTEM TO ALLOW STORM WATER TO PROPERLY DRAIN.
WILSON BLVD
1. INSTALL PRECAST CONCRETE HEADWALL TO EXISTING 30" RCP.
2. INSTALL NEW 12" DUAL WALL HDPE STORM PIPE WITH PRECAST CONCRETE HEADWALL ON BOTH SIDES OF PIPE.
3. REPAIR SWALE. SLOPE SIDES AT 3:1. CREATE CHECK DAMS WITH RIP RAP (D50 = 12"). LIMIT VERTICAL DROP IN SWALE TO 2' BETWEEN CHECK DAMS. LINE SWALE WITH 1.5' OF RIP
RAP (D50 = 12") AND NON-WOVEN GEOTEXTILE FABRIC.
4. REPAIR DISTURBED AREA. ADD 3" OF TOPSOIL. TILL INTO EXISTING SOIL. SOD WITH CENTIPEDE GRASS.
5. STREAMS, AND POSSIBLY WETLANDS, OCCUR IN THE PROPOSED CONSTRUCTION FOOTPRINT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AUTHORIZATIONS FOR
IMPACTS TO STREAMS AND WETLANDS FROM THE UNITED STATES ARMY CORPS OF ENGINEERS, NORTH CAROLINA DIVISION OF WATER RESOURCES, AND NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT, IN COORDINATION WITH THE MCB CAMP LEJEUNE ENVIRONMENTAL PLANNING SECTION (451-9660).
GENERAL NOTES
4. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO GROUND DISTURBING ACTIVITIES.
5. 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.
6. 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.
7. CONTRACTOR WILL COMPACT ALL AGGREGATE BASE COURSE IN 6 INCH LIFTS TO A DENSITY EQUAL TO AT LEAST 95% OF THAT BY COMPACTING SAMPLE MATERIAL IN
ACCORDANCE WITH AASHTO T99.
8. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.
9. 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.
10. CONTRACTOR WILL ACCESS WORK SITES USING EXISTING RIGHT OF WAYS OR FROM GOVERNMENT PROPERTY.
11. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE
INTERNATIONAL BUILDING CODE (IBC).
12. 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.
13. 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.
14. 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.
15. 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.
SWALE SECTION
ELEVATION - NOT TO SCALE
A4
VARIES
MIN 1.5' OF RIP RAP (D50 = 12")
GEOTEXTILE FABRIC
UNDISTURBED EARTH MATERIAL OR COMPACTED FILL
CHECK DAM SECTION
ELEVATION - 1" = 2'
A5
CHANNEL
GRADE
6'2'
2'
MIN 1.5'
RIP RAP (D50 = 12")
FLOW
CHECK DAM PROFILE
ELEVATION - NOT TO SCALE
A6
A B
CHANNEL GRADE
SPACING BETWEEN CHECK DAMS SUCH THAT
A AND B ARE EQUAL ELEVATION
EXISTING 30" RCP
B
A
C
F L O
W
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DATE
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DESCRIPTION
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REVISION
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SITE MAP - WILSON BLVD
AutoCAD SHX Text N40085-19-B-0178
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AS SHOWN
AutoCAD SHX Text 05-19-0178
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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
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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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.
C103
19-0178
REPAIR MULTIPLE STORMWATER
NEAR GREENWAY TRAIL
60025196
A
B
C
REPAIR WASHOUT - UTILITY RIGHT OF WAY
SITE PLAN - 1" = 40'
PLAN NORTH
KEYED NOTES:
INSTALL NEW TWIN 24" DUAL WALLED HDPE STORM PIPE. INSTALL PRECAST HEAD WALL ON BOTH ENDS OF STORM PIPE. IMBED PIPE 4" INTO
STREAM BED
CLEAR VEGETATION AND DEBRIS AND PLACE 1' OF RIP RAP (D50 = 12") OVER NON-WOVEN GEOTEXTILE FABRIC.
DEMOLISH ABANDON SEWER LINE. PLUG ABANDON LINE WITH CONCRETE PLUGS.
DEMOLISH AND REPAIR 60' OF GREENWAY TRAIL. REPLACE WITH A 4" AGGREGATE BASE COURSE AND A 1
" SF9.5A WEARING COURSE.
SCOPE OF WORK
THIS PROJECT WILL REPAIR THE STORM WATER SYSTEM TO ALLOW STORM WATER TO PROPERLY DRAIN.
GREEN WAY TRAIL
1. INSTALL NEW TWIN 24" DUAL WALLED HDPE STORM PIPE. APPROXIMATE LENGTH OF PIPE IS 24'. INSTALL PRECAST CONCRETE HEADWALL ON BOTH ENDS OF STORM PIPE. IMBED
PIPE 4" INTO STREAM BED. SET ELEVATION OF GREEN WAY TRAIL TO ALLOW MINIMUM OF 2' OF COVER ABOVE THE PIPE. SLOPE SHOULDER OF GREEN WAY TRAIL FROM THE TOP OF
THE PAVEMENT TO THE TOP OF THE CONCRETE HEADWALL.
2. CLEAR APPROXIMATELY 800 SF OF VEGETATION AND DEBRIS AND PLACE 1' OF RIP RAP (D50 = 12") OVER NON-WOVEN GEOTEXTILE FABRIC.
3. DEMOLISH 135' OF ABANDON SEWER LINE. PLUG ABANDON LINE WITH CONCRETE PLUGS.
4. DEMOLISH AND REPAIR 60' OF GREENWAY TRAIL WITH A 4" AGGREGATE BASE COURSE AND A 1
" SF9.5A WEARING COURSE. SET ELEVATION OF GREENWAY TRAIL TO ALLOW
MINIMUM OF 2' COVER ABOVE THE PIPE.
4. RESOD DISTURBED AREA WITH CENTIPEDE GRASS.
5. STREAMS, AND POSSIBLY WETLANDS, OCCUR IN THE PROPOSED CONSTRUCTION FOOTPRINT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AUTHORIZATIONS FOR
IMPACTS TO STREAMS AND WETLANDS FROM THE UNITED STATES ARMY CORPS OF ENGINEERS, NORTH CAROLINA DIVISION OF WATER RESOURCES, AND NORTH CAROLINA DIVISION
OF COASTAL MANAGEMENT, IN COORDINATION 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. 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 WILL COMPACT ALL AGGREGATE BASE COURSE IN 6 INCH LIFTS TO A DENSITY EQUAL TO AT LEAST 95% OF THAT BY COMPACTING SAMPLE MATERIAL IN
ACCORDANCE WITH AASHTO T99.
5. CONTRACTOR MUST MINIMIZE SEDIMENT MIGRATION DOWNSTREAM TO THE MAXIMUM EXTENT PRACTICAL.
6. 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.
7. CONTRACTOR WILL ACCESS WORK SITES USING EXISTING RIGHT OF WAYS OR FROM GOVERNMENT PROPERTY.
8. REFERENCE MANUFACTURE'S TECHNICAL SPECIFICATION FOR INSTALLATION INSTRUCTIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE
INTERNATIONAL BUILDING CODE (IBC).
9. 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.
10. 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.
11. 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.
12. 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.
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
EXISTING ACTIVE SEWER LINE
TO REMAIN IN PLACE
PROTECT FROM DAMAGE
WILSON BLVD
D
40'
60'
A
B
C
C
D
20'
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DATE
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SITE MAP - GREENWAY TRAIL
AutoCAD SHX Text N40085-19-B-0178
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AS SHOWN
AutoCAD SHX Text 05-19-0178
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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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( IN FEET )
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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.
C104
19-0178
REPAIR MULTIPLE STORMWATER
NEAR GREENWAY TRAIL
60025197
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
NCDOT STANDARD DRAWINGS
AutoCAD SHX Text N40085-19-B-0178
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AS SHOWN
AutoCAD SHX Text 05-19-0178
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
CAST IN PLACE HEADWALLS CAN BE USED IN LIEU OF PRE-CAST HEADWALLS.
| 60025193 |
| Sheets and Views |
| 60025193 |
| 60025194 REV A |
| Sheets and Views |
| 60025194 |
| 60025195 |
| Sheets and Views |
| 60025195 |
| 60025196 |
| Sheets and Views |
| 60025196 |
| 60025197 |
| Sheets and Views |
| 60025197 |
File details come from the government source that posted it. Updated .