P09 657-506 Final Drawings.pdf

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Attached to
Z2DA--657-506, Construct Warehouse Addition for COVID-19 Response (VA-20-00072695)
Solicitation number
36c25520R0100_1
Issued by

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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AutoCAD SHX Text T

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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 Gravel

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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

AutoCAD SHX Text Power MH T/CA:461.50

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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

AutoCAD SHX Text Power MH T/CA:459.08

AutoCAD SHX Text Elec MH T/CA:458.78

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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DS

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AutoCAD SHX Text Sanitary MH T/CA:458.87

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AutoCAD SHX Text 0.53%

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AutoCAD SHX Text Storm Inlet T/CA:457.34 IE:452.84

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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 .