W912MM19Q5005-PLANS_(rev_1-2-2019).pdf

PDF 1 MB Posted Jan 25, 2019

Attached to: Site Prep for Modular Small Arms Range
Solicitation number: W912MM19Q5005
Issued by: Department of the Army South Dakota Army National Guard

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Revised Plans.

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Other files

File	Type	Posted
W912MM19Q5005_1-Site_Prep_for_Modular_Small_Arms_Range.pdf	PDF	Feb 8, 2019
QnA1-19Q5005.pdf	PDF	Feb 3, 2019
SiteVisitNotes-19Q5005.pdf	PDF	Jan 25, 2019
W912MM19Q5005-Site_Prep_for_Modular_Small_Arms_Range.pdf	PDF	Jan 11, 2019
W912MM19Q5005-Plans_(rev_1-2-2019).pdf	PDF	Jan 11, 2019
W912MM19Q5005-Consent_for_Background_Check.docx	DOCX document	Jan 11, 2019
W912MM19Q5005-Specifications.pdf	PDF	Jan 11, 2019

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REVIEWED BY: Maj Lance Niewenhuis

DRAWN BY: Lt Jacob Erpenbach

Air National Guard South Dakota

SITE PLAN:

LOCATION PLAN:

PROJECT

SITE

BASE

LOCATION

T100

TITLE SHEET

ALLIED SUPPORT FOR SMALL ARMS

MODULAR RANGE

LUXC142061

SOUTH DAKOTA AIR NATIONAL GUARD

JOE FOSS FIELD

SHEET INDEX:

T100 TITLE SHEET

CIVIL:

C100 SITE PLAN

C101 UTILITY PLAN

SIOUX FALLS, SD

STRUCTRUAL:

S100 FOUNDATION PLAN

C102 UTILITY DETAILS

AutoCAD SHX Text 1201 W. Algonquin

AutoCAD SHX Text Sioux Falls, South Dakota

AutoCAD SHX Text

JOE FOSS FIELD

AutoCAD SHX Text 8/5/2018

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT NO. LUXC 142061

Air National Guard South Dakota

C100

Site Plan

Proposed Modular Range (by others)

SDANG Lease

Proposed Gravel Surfacing Limits

GENERAL NOTES:

1. Gravel Surfacing shall meet the requirements in SD DOT Standard

Specifications for Roads and Bridges 2015, Section 260, 882.

2. Gravel surfacing shall be 12" thick over

Geotextile Separator Fabric (Woven) as specified by the manufacturer and in SD

DOT Standard Specifications for Roads and

Bridges 2015, Section 831 over scarified and re-compacted subgrade.

3. Contractor shall provide temporary erosion control to protect the site from erosion.

4. Contractor will be provided a 2d AutoCAD file of the plan drawings. Contractor will not be provided survey markers or grade stakes.

5. Contractor shall hire certified testing company to proved subgrade, gravel surfacing, and concrete testing.

6. Contractor shall hire a utility locating company to provide locates of existing utilities.

7. Contractor shall coordinate with City Light and Power for electrical connection.

8. Contractor shall coordinate with Mid

American Energy for gas connection.

City of Sioux Fall

Fire Training Facility

SDANG

Munitions

Bldg 81

Approximate Grading Limits

Proposed Silt Fence

Proposed Drainage Direction

Reference Grid A4

(S100)

QD'sQD's

AutoCAD SHX Text

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text W

AutoCAD SHX Text 8"

AutoCAD SHX Text W

AutoCAD SHX Text 8"

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text B

AutoCAD SHX Text T

AutoCAD SHX Text B

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text V

AutoCAD SHX Text J

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text 1.25

AutoCAD SHX Text 1201 W. Algonquin

AutoCAD SHX Text Sioux Falls, South Dakota

AutoCAD SHX Text

JOE FOSS FIELD

AutoCAD SHX Text 10/5/2018

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT NO. LUXC 142061

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

Sheet Size: 11X17

Air National Guard South Dakota

C101

Utility Plan

Proposed Modular Range (by others)

SDANG Lease

GENERAL NOTES:

1. Contractor shall coordinate with Mid

American Energy for gas connection. Gas service shall be 5 PSI and 1" line size.

Exact location of gas service to be determined.

2. Contractor shall coordinate with City of

Sioux Falls Light and Power for electrical service. Exact location of transformer and power to be determined.

3. Power shall be 3 phase 460VAC 300 Amp and 3 phase 208 VAC 400 Amp.

4. All wire shall be sized by the contractor and shall meet NEC and NFPA 70 requirements.

City of Sioux Fall

Fire Training Facility

Proposed Gas Service

Proposed Electric

Proposed 10'x8' Concrete Pad

Proposed 300 kVA Transformer

(City Light and Power)

2X Proposed Primary Power

Proposed Secondary Power

HVAC Supply Plant

Modular Small Arms Range

HVAC Extract Plant

Proposed 150 kVA Transformer

(City Light and Power)

AutoCAD SHX Text W

AutoCAD SHX Text 8"

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text 1201 W. Algonquin

AutoCAD SHX Text Sioux Falls, South Dakota

AutoCAD SHX Text

JOE FOSS FIELD

AutoCAD SHX Text 10/5/2018

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT NO. LUXC 142061

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

AutoCAD SHX Text Sheet Size: 11X17

GAS

6'-5"

2'-0"

REVIEWED BY: Maj Lance Niewenhuis

DRAWN BY: Lt Jacob Erpenbach

Air National Guard South Dakota

C102

Utility Details

Proposed Modular Range (by others)

SDANG Lease

Detail A

Proposed Gas Service

Proposed Electric

Proposed Grounding

Proposed 208VAC, 3 Phase, 400 AMP

Load Center

Proposed 480VAC, 3 Phase

Load Center

Proposed Gas Regulator

Proposed Gas Service

Terminate 6" from footing

Power Disconnects

Installed by Others

Power Disconnects

Installed by Others

Power Disconnects

Installed by Others

Power Disconnects

Installed by Others

Proposed Electrical Service/Conduit

6X 1.5" Conduit

Terminate 6" from Foundation

4' Above Ground to Include 15' Service Loop

Proposed Electrical Service/Conduit

2" Conduit

Terminate 6" from Foundation

4' Above Ground to Include 15' Service Loop

Proposed Electrical Service/Conduit

2" Conduit

Terminate 6" from Foundation

4' Above Ground to Include 15' Service Loop

Detail B

AutoCAD SHX Text 1201 W. Algonquin

AutoCAD SHX Text Sioux Falls, South Dakota

AutoCAD SHX Text

JOE FOSS FIELD

AutoCAD SHX Text 10/5/2018

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT NO. LUXC 142061

AutoCAD SHX Text

AutoCAD SHX Text Scale in feet

AutoCAD SHX Text

Sheet Size: 11X17

8'-1

5'-0"

1'-0"

40'-0

20'-0

40'-0

20'-0

" 20'-0

40'-0

20'-0

" 20'-0

8'-1

12'-0"

0'-4

3'-6"

2'-0"

1'-8"

10'-6"

1'-8"

2'-6"

9'-2"

1'-8"

7'-5

4'-2"

20'-8"20'-8"

2'-6"

4'-2"

1'-8"

8'-10"

1'-8"

26'-2"

9'-4"

1'-8"

2'-6

2'-0"

1'-0"1'-0" 1'-0"

5'-0"

1'-0"

2'-0"

1'-8"

2'-0"

1'-8"

2'-0"

0'-10"

14'-8

26'-2"

1'-8"

5'-0" 5'-0"5'-0"

1'-0"

1'-8" 2'-6" 2'-6"

2'-6"

0'-10"

REVIEWED BY: Maj Lance Niewenhuis

DRAWN BY: Lt Jacob Erpenbach

Air National Guard South Dakota

S100

FOUNDATION

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT TO

PROVIDE A COMPETE FOUNDATION. THE STRUCTURE WILL BE A QUICK

RANGE CONTAINER PROVIDED BY OTHERS.

2. FIELD VERIFY ANY EXISTING DIMENSIONS, SIZES, AND THICKNESSES SHOWN

ON DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES.

3. CONCRETE SHALL NOT BE CAST ON FROZEN GROUND OR GROUND

CONTAINING STANDING WATER.

4. PLACE REINFORCING IN ALL FOOTINGS PRIOR TO CASTING. FLOATING OF

REINFORCING INTO FOOTING AFTER CASTING IS NOT PERMITTED. HOLD

REINFORCING IN PLACE DURING CASTING OPERATIONS. CONSOLIDATE

CONCRETE.

5. BACKFILL PLACED AGAINST FOUNDATION WALLS SHALL BE CLEAN,

FREE-DRAINING GRANULAR MATERIAL FOR A MINIMUM OF 2FT AGAINST WALL.

COMPACT SOILS ADJACENT TO FOUNDATION WALLS USING HAND EQUIPMENT.

6. CONCRETE STRENGTHS: 145PCF CONCRETE DENSITY. MINIMUM 28-DAY

CONCRETE STRENGTHS SHALL BE AS FOLLOWS:

FOOTINGS: 3500PSI

FOUNDATION WALLS: 3500PSI

SLABS ON GRADE: 4000PSI

7. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF ACI 301,

305, 306, 311, 315, 318 AND 347.

8. CONCRETE MIX DESIGN SHALL CONFORM TO ACI 301 AND 318. WATER SHALL

NOT BE ADDED ON SITE, UNLESS CALLED OUT ON THE APPROVED MIX DESIGN.

9. CONCRETE SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR CUT

JOINT AT 12FT O.C. MAXIMUM IN EACH DIRECTION. CUT SLAB BETWEEN 4 AND

12 HOURS AFTER CASTING SLAB. ISOLATE COLUMNS, WALLS, AND PIERS FROM

SLABS AS SHOWN ON DRAWINGS. WET CURE OF SLABS WILL BE REQUIRED

DUE TO PLACEMENT OF VAPOR BARRIER. DO NOT CUT SLABS-ON-DECK OR

PRECAST TOPPING SLABS.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

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REINFORCED CONCRETE STRIP FOUNDATIONS.

AutoCAD SHX Text 8" REINFORCED CONCRETE SLAB WITH #5 BARS 12" O/C EACH WAY 3" CLEAR DISTANCE FROM BOTTOM OF SLAB.

AutoCAD SHX Text

AutoCAD SHX Text 0.00"

AutoCAD SHX Text

EXG. GL

AutoCAD SHX Text 4.00"

AutoCAD SHX Text

TOF

AutoCAD SHX Text REINFORCED CONCRETE STRIP FOUNDATIONS. #5 BARS @ 12" O.C CONTINUOUS W/ #3 TIES @ 16" O.C. 3" CLEAR DISTANCE

AutoCAD SHX Text

QUICKRANGE CONTAINERS

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TYP. FOUNDATION SECTION

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text 0.00"

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EXG. GL

AutoCAD SHX Text 4.00"

AutoCAD SHX Text

TOF

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TYP. FOUNDATION SECTION

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 0.00"

AutoCAD SHX Text

EXG. GL

AutoCAD SHX Text 4.00"

AutoCAD SHX Text

TOF

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TYP. FOUNDATION SECTION

AutoCAD SHX Text

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

ELECTRICAL CONDUIT TO DISCONNECTION SEE UTILITY PLAN

AutoCAD SHX Text

QUICKRANGE CONTAINERS

AutoCAD SHX Text

QUICKRANGE CONTAINERS

AutoCAD SHX Text

SELECT FILL/OVER EXCAVATION (SEE SOILS REPORT)

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

SELECT FILL/OVER EXCAVATION (SEE SOILS REPORT)

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

SELECT FILL/OVER EXCAVATION (SEE SOILS REPORT)

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text REINFORCED CONCRETE STRIP FOUNDATIONS. #5 BARS @ 12" O.C CONTINUOUS W/ #3 TIES @ 16" O.C. 3" CLEAR DISTANCE

AutoCAD SHX Text 1' Gravel Surfacing

AutoCAD SHX Text 1201 W. Algonquin

AutoCAD SHX Text Sioux Falls, South Dakota

AutoCAD SHX Text

JOE FOSS FIELD

AutoCAD SHX Text 10/5/2018

AutoCAD SHX Text Sheet:

AutoCAD SHX Text

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT NO. LUXC 142061

Sheet Size: ANSI D

Sheets and Views

T100 - LUXC142061-Model

LUXC142061 - Plan Sheets v3-C100 - Site Plan

LUXC142061 - Plan Sheets v3-C101 - Utility Plan

LUXC142061 - Plan Sheets v3-C101 - Utility Details

LUXC142061 - Plan Sheets v3-S100 - Foundation (ANSI D)

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