7326797 DrawingsAsOne SIGNED.pdf
PDF 2 MB Posted
- Attached to
- Repair Replace Concrete Top, Pump Station B-4226
- Solicitation number
- N400857326797
About this file
These technical drawings detail a contract for replacing the concrete top of a wet well at Building 4226 located at Marine Corps Air Station Cherry Point, North Carolina. The project involves removing the existing hoist and base, relocating it, extending the footing, and installing a new 6-inch concrete slab with specific reinforcement requirements, including #4 bars, stirrups, and galvanized steel anchors. The concrete must achieve 4000 PSI strength after 28 days, with reinforcing steel having a yield of 60 KSI. The drawings provide precise specifications for the modification, including dimensioned plans, elevation views, and detailed sections showing anchor bolt placements, footing extensions, and hoist repositioning. The project is part of solicitation N400857326797, which is restricted to specific M&R MACC (Maintenance and Repair Multiple Award Construction Contract) contractors under the Naval Facilities Engineering Command.
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Other files
| File | Type | Posted |
|---|---|---|
| 7326797 Scope of Work.pdf | ||
| RFP 7326797.pdf |
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LOCATION MAP
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LOCATION OF WORK
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MCAS CHERRY POINT
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RIVER
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NEW BERN
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NEUSE
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HAVELOCK
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JACKSONVILLE
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CHERRY POINT
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MCAS
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OCEAN
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CITY
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LEJEUNE
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CAMP
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ATLANTIC
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BEAUFORT
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MOREHEAD
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ROOSEVELT BLVD
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LOCATION OF WORK
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BLDG 4226
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W BULLDOG RD
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AutoCAD SHX Text 7326797 REPLACE CONCRETE TOP OF WET WELL, B4226 MARINE CORPS AIR STATION, CHERRY POINT, NC
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INDEX OF DRAWINGS
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TITLE
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COVER SHEET, LOCATION PLAN, VICINITY MAP
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REPAIR DETAILS
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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CODE ID. NO. 80091 SIZE D
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7326797 REPAIR CONCRETE TOP OF
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WET WELL B4226
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GENERAL NOTES
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PROJECT NOTESGENERAL NOTES
1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AS SPECIFIED.
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.
4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
AT ALL TIMES.
BY THE CONTRACTOR SHALL BE REPLACED BY A NC LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
2. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED PERMITS ON THE SITE
5. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONTRUCTION FOR EROSION AND SEDIMENTATION CONTROL, PER THE
NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.
6. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR
TO MEET THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.
7. UTILITY LOCATIONS:
THE UNDERGROUND UTILITIES SHOWN ARE BASED ON INFORMATION FROM THE GEOFIDELIS PROGRAM. ALTHOUGH EVERY EFFORT HAS BEEN
MADE TO ENSURE THE ACCURACY OF THE INFORMATION, ERRORS AND CONDITIONS ORIGINATING FROM PHYSICAL SOURCES TO DEVELOP THE
DATABASE, MAY BE REFLECTED IN THE DATA PROVIDED.
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EXISTING UTILITIES (VERTICALLY AND HORIZONTALLY) ARE
SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES
PRIOR TO CONSTRUCTION. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND COORDINATE
CHANGES TO UTILITIES IF NEEDED, WITH THE CONTRACTING OFFICER.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH UTILITY RELOCATION.
9. WATER AND GROUND ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE.
10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOIL OFF OF GOVERNMENT PROPERTY.
11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME.
12. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL REPAIR ALL SITE ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.
13. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
14. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.
15. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.
16. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH THE CONTRACTING OFFICER.
17. CONTRACTOR SHALL PROVIDE FENCING, BARRICADES, OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURE WORK AREA AT ALL TIMES.
18. WETLAND AND RIPARIAN BUFFER AREAS EXIST ON THE ADJACENT SHORELINE AREAS. THESE AREAS SHALL NOT BE DISTURBED IN ANY MANNER.
19. THE CONTRACTOR SHALL MANAGE AND CONTROL ACTIVITIES TO MINIMIZE INTERFERENCE WITH ANY DAMAGE TO FISH AND WILDLIFE.
20. CONSTRUCTION SHALL ADHERE TO THE LATEST OSHA REGULATIONS.
21. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIAL, AND NOTIFY CONTRACTING OFFICER IF A DISCREPANCY IS DISCOVERED.
1. THE CONTRACTOR SHALL PROVIDE A TEST LIFT OF A PUMP AFTER WORK IS COMPLETED,
2. THE CONTRACTOR SHALL REMOVE ANY CONCRETE DEBRIS FROM INSIDE THE WET WELL.
UNDER THE SUPERVISION OF THE PLANT OPERATOR.
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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7326797 REPAIR CONCRETE TOP OF
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KEY NOTES
1 6" CONCRETE SLAB OVER WET WELL.
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2 HATCH ACCESS DOOR.
3 HOIST BASE
4 VENT PIPE
TOP SLAB EL. 24.0
5 SS INLET PIPE INV. EL. 18.33'
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6 CUT SECTION OF CONCRETE TOP.
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BLDG 4226
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NORTH
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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1 REMOVE HOIST AND BASE, RELOCATE AS SHOWN.
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3 PROVIDE FOOTING EXTENSION TO SUMP TOP.
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2 RELOCATED HOIST AND BASE.
4 EXTENDED REACH OF RELOCATED HOIST ARM (81" INFO. ONLY)
NOTE: CONCRETE STRENGTH SHALL BE 4000 PSI AFTER 28 DAYS.
REINFORCING STEEL SHALL HAVE A YIELD OF 60 KSI.
PROVIDE 4 - 1/2" DIA. ASTM A36 GALV STEEL ANCHORS
REF DETAIL 2 DRAWING CU02.
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BLDG 4226
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MODIFICATION TO WET WELL TOP
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NORTH
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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CODE ID. NO. 80091 SIZE B
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1 PROVIDE 7 -#4 BARS ALONG BOTTOM OF FOOTING.
3 PROVIDE # 3 BAR STIRRUPS @ 12" C/C
2 PROVIDE 4 - #4 BARS ALONG THE TOP OF FOOTING.
4 PROVIDE #4 BAR DOWELS, 12" LONG WITH 6" DRILLED
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EMBEDMENT, SPACED AT 12" C/C TOP AND BOTTOM.
EMBED WITH EPOXY GROUT.
5 EX. SANITARY SEWER LINE.5
TOP EX. SLAB
ANCHOR BOLT DETAIL
NOTE: PROVIDE 4 EA GALV. ASTM A36 1/2" DIA. ANCHOR BOLTS CAST INTO THE FOOTING
PROVIDE 1" THICK NON SHRINK GROUT.
EX. BASE PLATE/HOIST
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| 12913204.pdf |
| Sheets and Views |
| G001 |
| 12913205 |
| Sheets and Views |
| G002 |
| 12913206 |
| Sheets and Views |
| CE01 |
| 12913207 |
| Sheets and Views |
| CU01 |
| 12913208 |
| Sheets and Views |
| CUO2 |
File details come from the government source that posted it. Updated .