6772509 DrawingsAsOne.pdf

PDF 1 MB Posted Jan 14, 2021

Attached to: B3143 Provide Pump Hoist
Solicitation number: N400856772509
Issued by: Department of the Navy Naval Facilities Engineering Command

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6772509 SpecsAsOne.pdf	PDF	Jan 14, 2021
RFP 6772509 Provide Pump Hoist B 3143.pdf	PDF	Jan 14, 2021

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LOCATION OF WORK, DRY

WELL SUMP NEXT TO BLDG

MCAS

CHERRY POINT

WO 6772509 PROVIDE PUMP HOIST AT BLDG 3143

MARINE CORPS AIR STATION, CHERRY POINT, NC

INDEX OF DRAWINGS

NAVFAC NO.

SHEET NO.

TITLE.

12824994 G001 COVER SHEET, LOCATION PLAN, VICINITY MAP

NEW WORK & EX. CONDITIONS PLAN

G003

LOCATION OF WORK

G002

G001

C O

V E

H E

E T

O C

A T

I O

L A

6772509

12824994

1 7

PLAN OF MONORAIL SUPPORT FRAME

CU01

VICINITY MAP

12824995

12824996

12824998

ELEVATIONS OF MONORAIL SUPPORT FRAME

CU02

12824999

DETAILS

CU03

12825000

GENERAL NOTES

G004 12824997

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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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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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NAVFAC NUMBER

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MAXIMO WO:

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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PROVIDE PUMP HOIST BUILDING 3143

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MCAS CHERRY POINT

BLDG 3143

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GATES RD

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HERTFORD RD

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FOR EFD FOR COMMANDER NAVFAC

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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LOCATION OF WORK

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PROJECT NOTES

1. CONCRETE SLEEVE ANCHORS SHALL BE GALVANIZED 1/2" DIA.WITH A 2" MINIMUM EMBEDMENT IN THE CONCRETE SUBSTRATE INSTALLED

3. ALL STEEL SHALL BE GALVANIZED. BOLTED CONNECTIONS MADE USING ASTM A325 HIGH STRENGTH BOLTS WITH NUT AND WASHER.

4. ALL WELDS ARE SHOP WELDS USING E-70 LOW HYDROGEN ELECTRODES.

5. THE CONTRACTOR SHALL SUPPLY AND INSTALL A 1 TON LIFT CAPACITY CHAIN TROLLEY HOIST. HOOK TRAVEL IS 20 FT.

2. MINIMUM SHEAR CAPACITY OF SLEEVE ANCHORS SHALL BE 4000 LB AND MINIMUM TENSILE CAPACITY SHALL BE 3000 LB.

6. HIGH STRENGTH BOLTS SHALL BE TIGHTENED SNUG TIGHT.

ACCORDING TO MANUFACTURER INSTRUCTIONS.

GENERAL 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.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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GENERAL NOTES

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LEGEND

AutoCAD SHX Text BLVD BOULEVARD BOULEVARD BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE DIA DIAMETER DIAMETER E&SC EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EAD ENVIRONMENTAL AFFAIRS DEPARTMENT ENVIRONMENTAL AFFAIRS DEPARTMENT EX EXISTING EXISTING GALV GALVANIZED GALVANIZED LN LANE LANE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RD ROAD ROAD TYP TYPICAL TYPICAL W/ WITHWITH

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ABBREVIATIONS

BLDG 3143

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WET/DRY WELL

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CL OF MONORAIL AND HOIST

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DRIVEWAY

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NEW WORK & EX. CONDITIONS PLAN

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SCALE: 3/16"/FT

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UGE

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UGE

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UGE

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UGE

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UGE

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PROVIDE MONORAIL, HOIST

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AND SUPPORT FRAME.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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STA. PROJ. NO.

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CODE ID. NO. 80091 SIZE B

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SCALE: NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DATE

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DESIGNED & ENGINEERED BY:

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FOR EFD FOR COMMANDER NAVFAC

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DESCRIPTION

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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NEW WORK & EX. CONDITIONS PLAN

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PLAN (TOP) VIEW MONORAIL AND SUPPORT FRAME

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SCALE: 3/4"/FT.

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CL OF PUMPS AND MONORAIL

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OPPOSITE HAND

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38" GUSSET PL. (TYP)

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EX. CONC. PAD

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EX. VENTS

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EX. HATCHES

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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PLAN VIEW OF MONORAIL AND SUPPORT FRAME

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CL OF MONORAIL

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FRONT ELEVATION OF MONORAIL AND SUPPORT FRAME

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SCALE: 3/4"/FT.

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BOLTED TO STEEL

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4 - " DIA. A325 BOLTS12" DIA. A325 BOLTS

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OPP. HAND

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TOP OF SUMP WALL (TYP)

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EX. VENTS

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S 8 X 18.4 TROLLEY BEAM

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SIDE ELEVATION OF MONORAIL AND

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SCALE: 3/4"/FT.

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SUPPORT FRAME

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38" GUSSET PL. (TYP)

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DOUBLE L 3 X X 3/16" X 5"LONG TROLLEY STOP TYP EACH END OF S8 BEAM

AutoCAD SHX Text NOTE: BOLT GUSSET PLATES TO STEEL WEBS USING CLIP ANGLES WITH " A325 HS 12" A325 HS BOLTS WITH NUTS AND WASHERS.

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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EL. VIEWS OF MONORAIL AND SUPPORT FRAME

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W 8 x 15

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PL 3" X 6" X "38"

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ALL BOLTS SHALL BE " DIA. 12" DIA. ASTM A-325 W. NUT &WASHERS

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CU02

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MOMENT CONNECTION TYP BOTH ENDS OF FRAME TOP

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SCALE: 3"/FT

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L3X3X X 5" LONG 316 X 5" LONG W. A325 HS BOLTS, NUT AND WASHER

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4-9/16" HOLES FOR " DIA. CONC. SLEEVE 12" DIA. CONC. SLEEVE ANCHORS 2" EMBEDMENT

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SCALE: 3"/FT

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BASE PLATE " X 8" X 10"12" X 8" X 10"

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L3"X3"X "X 5" 316"X 5" CONN. ANGLE

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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WO 6772509 PROVIDE PUMP HOIST B 3143

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MCAS CHERRY POINT

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CU03

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DETAILS

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AutoCAD SHX Text 12825000

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12824994

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12825000

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CU03

File details come from the government source that posted it. Updated Jan 14, 2021.