P09 657-506 Final Drawings.pdf
PDF 858 KB Posted
- Solicitation number
- 36c25520R0100_1
About this file
This document package includes construction drawings and a federal contract opportunity solicitation. The construction drawings depict site plans, floor plans, and a roof plan for a proposed 4,800 square foot pre-engineered metal building warehouse addition to be constructed at the Marion VA Medical Center in Marion, Illinois. The addition will connect to an existing warehouse building and include a 120 square foot corridor. It will have a minimum 15-foot interior clear height and large roll-up doors. The solicitation seeks bids for a turnkey solution to construct this warehouse addition for additional COVID-19 emergency supplies storage. Required attributes specified include the building size, dimensions, type II-B construction, HVAC system, fire sprinklers, electricity, and driveway connection to the adjacent road. The Department of Veterans Affairs Veterans Health Administration VISN 15 is listed as the contracting agency.
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WAREHOUSE
ADDITION
F.F.=461.25
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
G-16-002
SITE PLAN
A
F i l e
P a t h
P
M
BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:
Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC
CONSTRUCT WAREHOUSE
ADDITION FOR COVID-19
RESPONSE
MARION, ILLINOIS
657-506
Project Director
07-27-2020 AP APRevisions: Date:
NORTH
1" = 20'-0"
SITE PLAN
PLAN NOTES
1. CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES
PRIOR TO EXCAVATION.
2. EXISTING UTILITIES AND TOPOGRAPHY ARE BASED ON
RECORD DRAWINGS. NO EXCAVATIONS WERE MADE TO
PREPARE THIS DRAWING, AND THE TOPOGRAPHY WAS
NOT SURVEYED.
3. LOCATIONS OF UTILITIES AND STRUCTURES MAY VARY
FROM LOCATIONS SHOWN ON THIS DRAWING.
4. TOPOGRAPHY MAY VARY FROM WHAT IS SHOWN ON
THIS DRAWING.
AutoCAD SHX Text S
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MH TOP=457.32 FL=445.74 10" PVC
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MH TOP=456.34 FL=453.21± 18" PIPE±
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FL=455.34 6" VCP
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FL=458.11 12" RCP
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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MH TOP=457.51 FL=449.61 18" PVC
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REFRIGERATED BUILDING
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PONDING WATER
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CI TOP=456.69 FL=449.69 24" RCP
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STEAM MH
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EOP
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TELEPHONE LINE APPROXIMATELY 1.0' DEEP
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MH TOP=456.90 FL=449.57±
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24" R.C.P.±FIELD VERIFY
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SILT FENCE AROUND INLET
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AutoCAD SHX Text Conc Barrier Block Bldg -Salt & Sand Storage
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BUILDING 15
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BUILDING 15 POLE BARN
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BUILDING 16 F.F.=461.25
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AutoCAD SHX Text T-108 Paint Bldg
AutoCAD SHX Text T-109 Equip Bldg
AutoCAD SHX Text Shed
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AutoCAD SHX Text Water Shutoff
AutoCAD SHX Text Elec MH T/CA:461.80
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12"RCP
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TEL
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CO
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SOUTH PERIPHERY ROAD
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RELOCATE (E) WATER SPIGOT TO WEST SIDE
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AutoCAD SHX Text Elec MH T/CA:458.77
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WV
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(E) LIGHT POLE TO REMAIN
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AutoCAD SHX Text Sanitary MH T/CA:458.87
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(E) ELECTRICAL SWITCHGEAR
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ELECTRICAL POINT OF CONNECTION TO WAREHOUSE ADDITION
AutoCAD SHX Text PROPOSED PACKAGE HVAC UNIT LOCATION VERIFY CODE CLEARANCES AROUND UNIT PROPOSE ALTERNATE LOCATION, IF REQUIRED
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(N) REINFORCED CONCRETE PAVEMENT
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CONNECT TO (E) STORM DRAIN
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(N) UNDERGROUND STORM DRAINS FROM WAREHOUSE ADDITION DOWNSPOUTS
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SLOPE
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MATCH ELEV
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MATCH ELEV
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%%UTYPICAL LINETYPE LEGEND
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EX. CONTOUR LINE
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EX. BARBED WIRE FENCE
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EX. WIRE OR WOOD FENCE
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PROP. WATERLINE
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EX. TOPOGRAPHIC FEATURE
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PROP. BARBED WIRE FENCE
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PROP. CHAINLINK FENCE/GATE
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PROP. FEATURE LINETYPE
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PROP. WIRE OR WOOD FENCE
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PROP. DITCH FLOW LINE
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PROP. ROOF DRAIN
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EX. BUILDING/TOPO FEATURE
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EX. CHAINLINK FENCE
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PROP. STORM SEWER
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EX. GAS LINE
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EX. OVERHEAD ELECTRIC
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EX. OVERHEAD TEL/TV LINE
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EX. SANITARY FORCEMAIN
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EX. BURIED TV LINE
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EX. BURIED ELECTRIC
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EX. WATERLINE
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EX. BURIED TEL. LINE
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EX. DITCH FLOW LINE
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EX. STORM SEWER
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EX. SANITARY SEWER
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PROP. SANITARY SEWER
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PROP. CONTOUR LINE
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PROP. UNDERGROUND ELECT.
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PROP. UG ELECT. FOR LIGHTS
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EX. BURIED FIBER OPTIC
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PROPERTY/BOUNDARY LINE
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PERMANENT EASEMENT LINE
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TEMPORARY EASEMENT LINE
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AutoCAD SHX Text SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE WATER METER GAS VALVE GAS METER POWER POLE (AND/OR TELEPHONE AND/OR CABLE TV) PARKING LOT AREA LIGHT STORM SEWER MANHOLE OR INLET TREE EXIST. SURFACE SPOT ELEVATION TOP OF INLET OR MANHOLE CASTING INVERT ELEVATION OF PIPE INDICATES ELEVATION TO MATCH EXISTING
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TC.
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IE.
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FEC
MAILROOM
MEN
WOMEN
BREAK ROOM
STORAGE
105B
OFFICE
LOADING DOCK
OXYGEN
REFRIGERATOR
WAREHOUSE
STORAGE
OFFICE SPACE
105A
TELEPHONE
CLOSET
105C
FREEZER
110A
ENGINEERING
105E
OFFICE SUPPLIES
105D
PHARMACY
CORRIDOR
C101-16
CORRIDOR
C102-16
A
B
C
1 2 3 4 5 6 7 8 9
FEC
FECFEC
120'
10'
CLR
10'
CLR
EQ EQ
WAREHOUSE
ADDITION
SOUTH PERIPHERY ROAD
1 8
11 12
FLOOR PLAN KEYNOTES
1. NEW PRE-ENGINEERED METAL BUILDING: WAREHOUSE ADDITION.
PROVIDE 15-FT INTERIOR CLEAR HEIGHT, MINIMUM.
2. NEW CONNECTING CORRIDOR TO CONNECT WAREHOUSE ADDITION TO
BUILDING 16. PROVIDE 10-FT CLEAR HEIGHT. LEAN-TO WAREHOUSE
ADDITION.
3. PACKAGE HVAC UNIT ON REINFORCED CONCRETE PAD. VERIFY CODE
CLEARANCES AROUND UNIT. PROPOSE ALTERNATE LOCATION, IF
REQUIRED.
4. NEW OPENING IN EXISTING BUILDING 16 WAREHOUSE.
5. STEEL PERSONNEL DOOR: 3'-0" WIDE BY 7'-0" TALL.
6. STEEL ROLL-UP DOOR: 10'-0" WIDE BY 10'-0" TALL. JAMBS NOT SHOWN.
7. STEEL ROLL-UP DOOR: 10'-0" WIDE BY 14'-0" TALL. JAMBS NOT SHOWN.
8. STEEL PANEL WALL. GIRTS NOT SHOWN.
9. NEW REINFORCED CONCRETE DRIVEWAY.
10. NEW REINFORCED CONCRETE SLAB ON GRADE.
11. PRE-ENGINEERED METAL BUILDING FRAME COLUMN, TYPICAL. SIZE TO
BE DETERMINED BY METAL BUILDING DESIGNER.
12. PRE-ENGINEERED METAL BUILDING BRACE, TYPICAL. TYPE OF BRACE,
QUANTITY OF BRACES, AND LOCATION OF BRACES TO BE DETERMINED
BY METAL BUILDING DESIGNER.
13. EXISTING WAREHOUSE BUILDING 16. CONSTRUCTION TYPE IIA. WALL ON
GRID C IS PARTIALLY GROUTED REINFORCED CMU. SEE EXISTING
DRAWINGS FOR REFERENCE.
14. END-WALL POST, TYPICAL. SIZE TO BE DETERMINED BY METAL BUILDING
DESIGNER.
15. SEISMIC JOINT. DETERMINE SIZE PER CODE. COORDINATE WITH METAL
BUILDING DESIGNER. ALLOW FOR LATERAL MOVEMENT IN FLOOR,
WALLS, AND ROOF.
CL
MTL BLDG
1. THIS FLOOR PLAN IS INTENDED TO ILLUSTRATE A GENERAL LAYOUT. IT
DOES NOT LIST ALL PROJECT REQUIREMENTS. REFER TO THE
STATEMENT OF OBJECTIVES AND SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
EQ EQ
GENERAL NOTES
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
G-16-003
FLOOR PLAN
A
F i l e
P a t h
P
M
BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:
Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC
CONSTRUCT WAREHOUSE
ADDITION FOR COVID-19
RESPONSE
Project Location
657-506
Project Director
07-27-2020 AP APRevisions: Date:
NORTH
1/8" = 1'-0"
FLOOR PLAN
A
B
C
1 2 3 4 5 6 7 8 9
120'
SOUTH PERIPHERY ROAD
ROOF PLAN KEYNOTES
1. NEW PRE-ENGINEERED METAL BUILDING: WAREHOUSE ADDITION.
2. NEW CONNECTING CORRIDOR TO CONNECT WAREHOUSE ADDITION TO
BUILDING 16.
3. EXISTING WAREHOUSE BUILDING 16.
4. METAL ROOF.
5. GUTTER.
6. DOWNSPOUT.
7. DOWNSPOUT (HIDDEN) AT CONNECTING CORRIDOR.
1. THIS ROOF PLAN IS INTENDED TO ILLUSTRATE A GENERAL LAYOUT. IT
DOES NOT LIST ALL PROJECT REQUIREMENTS. REFER TO THE
STATEMENT OF OBJECTIVES AND SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
GENERAL NOTES
RIDGE
ROOF HIGH POINT
ROOF LOW POINT
ROOF LOW POINT
ROOF HIGH POINT
1:12
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
G-16-004
ROOF PLAN
A
F i l e
P a t h
P
M
BID
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
A/E firm name A/E firm street address A/E firm city, state, zip code A/E firm phone number A/E firm POC engineering discipline <EDIT TEXT>:
Consultant firm name Consultant firm street address Consultant firm city, state, zip code Consultant firm phone number Consultant POC
CONSTRUCT WAREHOUSE
ADDITION FOR COVID-19
RESPONSE
Project Location
657-506
Project Director
07-27-2020 AP APRevisions: Date:
NORTH
1/8" = 1'-0"
ROOF PLAN
| Sheets and Views |
| G-16-002 Site Plan-Layout1 |
| G-16-003 Floor Plan-Layout1 |
| G-16-004 Roof Plan-Layout1 |
File details come from the government source that posted it. Updated .