Full_size_drawings_1.pdf
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- Attached to
- Repair Maintenance Hangar, B102 Federal contract opportunity
- Solicitation number
- W9136419B7001
About this file
This document package includes civil demolition plans and specifications for the Repair Maintenance Hangar, Bldg. 102 project at Mansfield Air National Guard Base in Mansfield, Ohio. The project involves demolition work, including removal of existing mechanical, plumbing and electrical systems, exterior brick and metal siding, windows and doors to prepare the site for repair and renovation of the maintenance hangar. The work must be completed within 577 calendar days of the notice to proceed. Bids for the project are being solicited under a 100% small business set-aside and will be evaluated without discussions. The pre-bid conference is scheduled for July 30, 2019 and bids are due by August 23, 2019. The solicitation and plans can only be obtained through the Federal Business Opportunities website. The contracting agency is the USPFO for Ohio Purchasing and Contracting Mansfield ANG Office within the Department of the Army Ohio Army National Guard.
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Text version
MARCH 2019
02/05/2019
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669816
GENERAL SHEET NOTES
DETERMINE EXTENT OF DEMOLITION.
WITH MECHANICAL AND ELECTRICAL SHEETS TO
EXTERIOR: PRIOR TO DEMOLITION, COORDINATE
FOR UTILITIES ATTACHED TO THE BUILDING'S C.
EXISTING JOINT.
PAVEMENT DEMOLITION TO OCCUR AT NEAREST B.
SCHEDULED FOR DEMOLITION.
EXISTING UTILITIES AND SURFACES NOT
CONTRACTOR TO RETAIN AND PROTECT ALL A.
SHEET KEYNOTES
REINSTALLATION
REMOVE DRAIN INLET AND RETAIN FOR 17.
CUT AND CAP EXISTING SANITARY SEWER PIPE16.
ABANDON PIPE IN PLACE15.
APPROXIMATE EXISTING PAVEMENT JOINTS14.
FOR REINSTALLATION
REMOVE CONCRETE ECOLOGY BLOCK AND RETAIN 13.
OBLITERATE PARKING STALL STRIPING12.
PAVEMENT
RETAIN AND PROTECT EXISTING ASPHALT 11.
PIT AND OIL/WATER SEPARATOR
EXCAVATE, REMOVE AND DISPOSE OF AFFF VALVE 10.
STAKES, AND RAILROAD TIES
DEMOLISH HORSESHOE PITS: REMOVE SAND, 9.
CHAIN LINK FENCE
DEMOLISH PEDESTRIAN GATE AND SECTION OF 8.
TO MAIN STORM DRAIN PIPE
DRAIN PIPE AS NEEDED TO MAKE RECONNECTION
CONNECTION; CUT AND CAP BELOW GRADE STORM
DEMOLISH ABOVE GRADE DOWNSPOUT PIPE 7.
POSSIBLE
PIPES AND INLETS TO THE MAXIMUM EXTENT
RETAIN AND PROTECT EXISTING STORM DRAIN 6.
WORK
AND/OR CURB AND GUTTER AS NEEDED FOR NEW
SAWCUT AND DEMOLISH CONCRETE PAD, SIDEWALK 5.
DEMOLITION TO CONFIRM EXTENTS OF DEMOLITION
CONSULT CONTRACTING OFFICER PRIOR TO
JOINTING SHOWN WAS PROVIDED BY THE BASE,
SANITARY SEWER PIPE INSTALLATION; EXISTING
AGGREGATE BASE COURSES AS NEEDED FOR
SAWCUT AND DEMOLISH 11" THICK PCCP AND 4.
DEMOLISH SANITARY SEWER PIPE AND MANHOLE3.
DRAIN
HANGAR DOOR TRACKS, MULLION PITS, TRENCH
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BUILDING TRENCH DRAINS) AT OUTLET OF HANGAR
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GENERAL SHEET NOTES
REQUIRED PRIOR TO CONSTRUCTION.
OF THE BUILDING. FIELD VERIFICATION IS
EXISTING MANHOLE AT THE SOUTHEAST CORNER
MAPPING. IT IS ASSUMED TO BE TIED INTO THE
NOT FOUND EITHER DURING SURVEY OR IN BASE
AND THE TIE-IN LOCATION TO THE MAIN LINE WAS
A PORTION OF THE EXISTING SANITARY SERVICE C.
DETERMINE EXTENT OF DEMOLITION.
WITH MECHANICAL AND ELECTRICAL SHEETS TO
EXTERIOR: PRIOR TO DEMOLITION, COORDINATE
FOR UTILITIES ATTACHED TO THE BUILDING'S B.
SCHEDULED FOR DEMOLITION.
EXISTING UTILITIES AND SURFACES NOT
CONTRACTOR TO RETAIN AND PROTECT ALL A.
SHEET KEYNOTES
DEMOLISH AC PAVEMENT AND SUBBASE16.
REINSTALLATION
REMOVE DRAIN INLET AND RETAIN FOR 15.
DEMOLISH TREE14.
STAKES, AND RAILROAD TIES
DEMOLISH HORSESHOE PITS, REMOVE SAND, 13.
LANDSCAPE BORDER
DEMOLISH GRAVEL SURFACE TREATMENT AND 12.
DEMOLISH CONCRETE STOOP11.
REINSTALLATION
DEMOLISH SHRUBS AND REMOVE MULCH FOR 10.
PAVEMENT
RETAIN AND PROTECT EXISTING ASPHALT 9.
TO MANHOLE
CUT AND CAP SANITARY SERVICE, ABANDON PIPE 8.
OBLITERATE PARKING STALL STRIPING7.
TO MAIN STORM DRAIN PIPE
DRAIN PIPE AS NEEDED TO MAKE RECONNECTION
CONNECTION; CUT AND CAP BELOW GRADE STORM
DEMOLISH ABOVE GRADE DOWNSPOUT PIPE 6.
SEE NOTE C
DEMOLISH SANITARY SEWER PIPE AND MANHOLES, 5.
POSSIBLE
PIPES AND INLETS TO THE MAXIMUM EXTENT
RETAIN AND PROTECT EXISTING STORM DRAIN 4.
FOR NEW WORK
SIDEWALK AND/OR CURB AND GUTTER AS NEEDED
SAWCUT AND DEMOLISH CONCRETE PAD, 3.
DEMOLISH MECHANICAL EQUIPMENT2.
RETAIN AND PROTECT1.
0 10 20 30
1"=10'
N
BORDER
LANDSCAPING
GRAVEL,
AND GUTTER
CONC CURB
EQUIPMENT
MECH
VAULT
CONC
PAD
CONC
MANHOLE
SD PIPE AND
AND CONC PADS
MECH EQUIPMENT
BLDG 102
PARKING LOT
SIDEWALK
CONC
SIGN
STOP
SIDEWALK
CONC
TYP
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RAMP
CONC
PAD
CONC
AND GUTTER
CONC CURB
SIDEWALK
CONC
SIDEWALK
CONC
PIPE
WATER
OHE GUY
COMM
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CONC CURB
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GENERAL SHEET NOTES
DETERMINE EXTENT OF DEMOLITION.
WITH MECHANICAL AND ELECTRICAL SHEETS TO
EXTERIOR: PRIOR TO DEMOLITION, COORDINATE
FOR UTILITIES ATTACHED TO THE BUILDING'S B.
SCHEDULED FOR DEMOLITION.
EXISTING UTILITIES AND SURFACES NOT
CONTRACTOR TO RETAIN AND PROTECT ALL A.
SHEET KEYNOTES
DEMOLISH DRAIN INLET9.
REINSTALLATION
REMOVE DRAIN INLET AND RETAIN FOR 8.
FOR NEW WORK
SAWCUT AND DEMOLISH SIDEWALK AS NEEDED 7.
TO MAIN STORM DRAIN PIPE
DRAIN PIPE AS NEEDED TO MAKE RECONNECTION
CONNECTION; CUT AND CAP BELOW GRADE STORM
DEMOLISH ABOVE GRADE DOWNSPOUT PIPE 6.
(CONDUITS, DUCTBANK, CABLES) TO MDP IN ROOM
EQUIPMENT PAD AND BUILDING SERVICE
DEMOLISH 500KVA TRANSFORMER, CONCRETE 5.
SOURCE PANEL; SEE PHOTO THIS SHEET
DISCONNECTS, STARTERS, CONTROLLER BACK TO
OVERHEAD SUPPORTS, CONDUIT, CABLE,
DEMOLISH CHILLER, CONCRETE EQUIPMENT PAD, 4.
DEMOLISH CONCRETE STOOP3.
REINSTALLATION
REMOVE AND RETAIN GRAVEL SURFACING FOR 2.
RETAIN AND PROTECT1.
0 10 20 30
1"=10'
N
SD INLET
FEEDER
MEDIUM VOLTAGE
TRANSFORMER,
SURFACING
GRAVEL
BLDG 102
BLDG 104A
BLDG 114
6 3
SD
COMM DUCT
COMM VAULT
SD
SIDEWALK
CONC
DUCT
ELEC
PHOTO - CHILLER DEMO
DEMO CONC PAD
REMOVE CHILLER,
SUPPORTS
CONDUIT AND
DEMO OVERHEAD
SIDEWALK
DEMO CONC
SAWCUT AND
AND BOLLARDS
GAS METER
SS PIPE
S D
SD SD
S D
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GENERAL SHEET NOTES
DETERMINE EXTENT OF DEMOLITION.
WITH MECHANICAL AND ELECTRICAL SHEETS TO
EXTERIOR: PRIOR TO DEMOLITION, COORDINATE
FOR UTILITIES ATTACHED TO THE BUILDING'S B.
SCHEDULED FOR DEMOLITION.
EXISTING UTILITIES AND SURFACES NOT
CONTRACTOR TO RETAIN AND PROTECT ALL A.
SHEET KEYNOTES
TO MAIN STORM DRAIN PIPE
DRAIN PIPE AS NEEDED TO MAKE RECONNECTION
CONNECTION; CUT AND CAP BELOW GRADE STORM
DEMOLISH ABOVE GRADE DOWNSPOUT PIPE 3.
DEMOLISH CONCRETE STOOP2.
DEMOLISH CHAIN LINK FENCE1.
0 10 20 30
1"=10'
N
BLDG 104
BLDG 103
BLDG 104A
BLDG 102
File details come from the government source that posted it. Updated .