AR Project Drawings.pdf

PDF 11 MB Posted Mar 22, 2022

Attached to: Facility Maintenance IDIQ for Construction
Solicitation number: 89503422BWA000031
Issued by: Department of Energy Western Area Power Administration

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Other files

File	Type	Posted
Armour Bidding Schedule Amendment 0001.pdf	PDF	Apr 7, 2022
89503422BWA000031-0001.pdf	PDF	Apr 7, 2022
General Decision SD20220010.pdf	PDF	Mar 22, 2022
89503422BWA000031.pdf	PDF	Mar 22, 2022
Attachment 5 - Persons Authorized to Issue Delivery Orders.pdf	PDF	Mar 22, 2022
AR Bidding Schedule.pdf	PDF	Mar 22, 2022
AR Project Specifications.pdf	PDF	Mar 22, 2022

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ARMOUR SERVICE CENTER AND ARMOUR SUBSTATION

AUTOMATIC VERTICAL PIVOT GATE AND BUILDING REPAIRS

SECTION C

DESCRIPTION/SPECIFICATIONS

SOUTH DAKOTA

Solicitation No. 89503422BWA000031 Spec. No. 22WC142338-808

AUTOMATIC PIVOT GATE AND BUILDING REPAIRS

PROJECT DRAWINGS

A. GENERAL:

CONSTRUCTION DRAWINGS: Construction drawings are the specification drawings and any additional drawings required for use in construction. The construction drawings will be issued after contract award and may include amendment changes and other details, which make the drawings suitable to use for construction purposes.

PROJECT DRAWINGS: Project drawings included herein are reduced reproductions and are not to scale. Some project drawings show details of fabrication and other information not a part of the work. Disregard information and details, which are not applicable.

STANDARD DRAWINGS: Where details shown on standard drawings included herein differ from construction or project drawings or text, the details of construction or project drawings or text shall govern. A complete set of standard drawings are available at https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx.

INFORMATIONAL DRAWINGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes.

These drawings do not show items to be furnished or work to be performed.

EXISTING INSTALLATION DRAWINGS: Some project drawings have the words “EXISTING INSTALLATION” appearing above the title block. These drawings show the existing installations prior to modifications and may show some new work to be performed.

REFERENCE DRAWINGS: Reference drawings referred to on project drawings and not included herein, are not necessary for bidding purposes.

CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise Western Area Power Administration of any errors or omission.

B. LIST OF DRAWINGS:

LOCATION MAP:

1. AR 0016 Rev. E – Location and Vicinity Map

PHOTOGRAPHY:

2. ARC T001 – Armour Service Center and Armour Substation – Aerial Photography

3. ARC T002 – Armour Service Center – Photos – Gate and Maintenance Building - Taken 7/9/21 and

8/19/21 (Sheet 1 of 4)

4. ARC T003 – Armour Service Center – Photos – Maintenance Building - Taken 7/9/21 and 8/19/21

(Sheet 2 of 4)

5. ARC T004 – Armour Service Center - Photos – Garage and Storage Building and Exterior Concrete

- Taken 7/9/21 and 8/19/21 (Sheet 3 of 4)

6. ARC T005 – Armour Substation – Photos – Garage and Storage Building – Taken 7/9/21 and

8/19/21 (Sheet 4 of 4)

GROUNDING AND UTILITIES:

7. ARC 1700-1 Rev. C (EI) – Buried Utility Plan (Existing Installation)

8. ARC 1700-1 Rev. D – Buried Utility Plan

9. ARC 1700-2 Rev. A (EI) – Buried Utility Plan (Existing Installation)

10. ARC 1700-2 Rev. B – Buried Utility Plan

FOUNDATIONS:

11. ARC 2001 Rev. G (EI) – Civil – Foundation General Plan (Existing Installation)

12. ARC 2001 Rev. H – Civil – Foundation General Plan

GRADING PLANS:

13. ARC 2004 Rev. A (FIO) – Grading and Plot Plan (For Information Only)

14. ARC 2005 (FIO) – Grading – Sections and Details (For Information Only)

15. ARC 2008 Rev. B (EI) – Maintenance Building – Grading Plan (Existing Installation)

16. ARC 2008 Rev. C – Maintenance Building – Grading Plan

17. ARC 2009 Rev. C (FIO) – Maintenance Building – Grading Details (For Information Only)

PIVOT GATE AT ARMOUR SERVICE CENTER:

18. ARC 2100 – Details and Sections

19. ARC 2101 – Concrete Entry Pad

MAINTENANCE BUILDING AT ARMOUR SERVICE CENTER:

20. ARC 3015 (EI) – Architectural – Floor Plan (Existing Installation)

21. ARC 3016 Rev. A (EI) – Architectural – Enlarged Floor Plan (Existing Installation)

22. ARC 3017 Rev. A (EI) – Architectural – Enlarged Toilet Room Plan and Room Finish Schedule

(Existing Installation)

23. ARC 3017 Rev. B – Architectural – Enlarged Toilet Room Plan and Room Finish Schedule

24. ARC 3019 Rev. A (EI) – Architectural – Exterior Elevations (Existing Installation) https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx http://www.wapa.gov/business/buys.htm

25. ARC 3020 (FIO) – Architectural – Building Sections A-A, B-B (For Information Only)

26. ARC 3021 Rev. A (FIO) – Architectural – Plan Door Details (For Information Only)

27. ARC 3022 (EI) – Architectural – Section at North Wall and Details (Existing Installation)

28. ARC 3022 Rev. A – Architectural – Section at North Wall and Details

29. ARC 3023 Rev. A (EI) – Architectural – Connector Detailed Sections (Existing Installation)

30. ARC 3023 Rev. B – Architectural – Connector Detailed Sections

31. ARC 3024 (FIO) – Architectural – Doors and Window Details (For Information Only)

32. ARC 3026 Rev. B (FIO) – Structural – Foundation Plan (For Information Only)

33. ARC 3027 Rev. A (EI) – Structural – Foundation Details (Existing Installation)

34. ARC 3029-1 Rev. A (EI) – Structural – Foundation Sections and Details (Existing Installation)

35. ARC 3030 Rev. B (EI) – Structural – Foundation Sections and Details (Existing Installation)

36. ARC 3049 Rev. B (EI) – Electrical – Garage Power Plan (Existing Installation)

37. ARC 3049 Rev. C – Electrical – Garage Power Plan

38. ARC 3050 Rev. A (EI) – Electrical – Office Power Plan (Existing Installation)

39. ARC 3050 Rev. B – Electrical – Office Power Plan

40. ARC 3055 Rev. A (FIO) – Electrical – Office Area Lighting Plan (For Information Only)

41. ARC 3057 Rev. A (EI) – Electrical – AC Panels Wiring Diagram (Existing Installation)

42. ARC 3058 Rev. A (EI) – Electrical – Electrical Layout Details (Existing Installation)

43. ARC 3061 Rev. B (EI) – Electrical – Garage – AC Panels DHD, DHE and DHF (Existing Installation)

44. ARC 3061 Rev. C – Electrical – Garage – AC Panels DHD, DHE and DHF

GARAGE AND STORAGE BUILDING AT ARMOUR SERVICE CENTER:

45. ARC 3002 Rev. E (FIO) – Architectural – Floor Plan and Elevations (For Information Only)

46. ARC 4000 Rev. B (EI) – Electrical Plan – Lighting, Distribution, and Grounding (Existing Installation)

47. ARC 4000 Rev. C – Electrical Plan – Lighting, Distribution, and Grounding

48. ARC 6001 Rev. B (FIO) – Electrical AC Distribution Panel – DBA Wiring Diagram (For Information Only)

GARAGE AND STORAGE BUILDING AT ARMOUR SUBSTATION:

49. ARC 3000 (EI) – Floor Plan, Elevations, Sections and Detail (Existing Installation)

50. AR 3006 Rev. B (FIO) – Elevations, Sections, and Details (For Information Only)

51. ARC 3011 Rev. A (FIO) – Electrical Installations (For Information Only)

GEOLOGY:

52. ARC 8000-1 – Maintenance Building – Soil Boring Location and Logs

53. ARC 8000-2 – Maintenance Building – Soil Boring Logs

54. ARC 8000-3 – Maintenance Building – Soil Boring Logs lvaselaar Callout

JANUARY 19, 2022 ARC 1

ARMOUR SERVICE CENTER

AND ARMOUR SUBSTATION

AERIAL PHOTGRAPHY

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GARAGE AND STORAGE BUILDING AT ARMOUR SUBSTATION

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GARAGE AND STORAGE BUILDING AT ARMOUR SERVICE CENTER

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MAINTENANCE BUILDING AT ARMOUR SERVICE CENTER

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NEW AUTOMATIC VERTICAL PIVOT GATE LOCATION

AT ARMOUR SERVICE CENTER

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285TH STREET/CO RD 34

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393RD AVENUE

OCTOBER 7, 2021 ARC 2

PHOTOS - GATE AND MAINTENANCE BUILDING

TAKEN 7/9/21 AND 8/19/21 (SHEET 1 OF 4)

PHOTO 1: LOOKING SOUTHEAST AT NEW PIVOT GATE LOCATION IN FAR GROUND. THE MAINTENANCE

BUILDING IS ON THE RIGHT.

PHOTO 2: LOOKING SOUTH AT NEW PIVOT GATE LOCATION. THE NEW CONCRETE ENTRY PAD WILL

'WRAP AROUND' THE EXISTING CONCRETE APRON.

PHOTO 3: LOOKING WEST AT NEW GATE AREA. CONDUIT RISER AND BUILDING ENTRY POINT IS INDICATED BY ARROW. AREA TO REGRADE INSIDE THE YARD IS IN FOREGROUND. LEAKING WINDOW TO

REPAIR IS INDICATED BY ARROW.

PHOTO 4: LOOKING AT NORTHEAST CORNER OF MAINTENANCE BUILDING GARAGE INTERIOR. NEW

ELECTRICAL AND COMMUNICATION CONDUIT WILL ENTER THROUGH EAST WALL. THE NEW GATE

ELECTRICAL SUPPLY WILL COME INTO PANEL DHF LOCATED DIRECTLY RIGHT OF THE WINDOW. THE 3- BUTTON HARDWIRED GATE CONTROLLER WILL BE LOCATED IN THIS AREA, EITHER ON THE NORTH WALL OR EAST WALL NEAR THE WALK DOOR, AS DIRECTED BY THE COR. ADJUST DOOR #3 ON THE

RIGHT.

ADJUST

DOOR #2

ADJUST

DOOR #3

PHOTO 5: ADJUST DOOR #1 ON THE LEFT. RESEAL GAP BETWEEN CONCRETE PAD

AND STEEL SIDING ON RIGHT.

PHOTO 6: CLOSEUP OF DOOR #6 TO ADJUST. NOTE LOOSE

CONCRETE SEALANT ON LEFT TO RESEAL.

PHOTO 7: CLOSEUP OF CONCRETE TO RESEAL AT

DOOR #1 AND ADJACENT TO RAISED PANEL STEEL

SIDING.

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PANEL

DHF

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NEW CONDUIT RISER

LOCATION

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APPROXIMATE C/L

OF NEW PIVOT GATE

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BRING NEW CONDUIT

THROUGH EAST WALL

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ADJUST

DOOR #1

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RESEAL GAP

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ADJUST

DOOR #6

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RESEAL

JOINT

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REPAIR

WINDOWS

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APPROXIMATE

LOCATION

OF NEW GATE

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OCTOBER 21, 2021 ARC 3

PHOTOS - MAINTENANCE BUILDING

TAKEN 7/9/21 AND 8/19/21 (SHEET 2 OF 4)

PHOTO 8: LOOKING EAST AT FOREMAN'S OFFICE SHOWING TILE FLOOR TO BE REPLACED WITH EPOXY FLOOR. LEAKING WINDOW IS ON LEFT. THE LEAK IS ONLY ALONG THE SOUTH SIDE OF THE WINDOW AND THE SOURCE APPEARS TO BE

OUTSIDE OF THE WINDOW FRAME.

PHOTO 9: LOOKING SOUTH AT WINDOW LEAK AREA. THE BOTTOM CORNER

OF WINDOW RETURN IS WATER DAMAGED. A WATER STAIN ON THE WALL

EXTENDS FROM THIS CORNER.

PHOTO 10: CLOSEUP OF FLOOR AT ENTRY DOOR #2 WHERE TILE AND MASTIC HAVE

BEEN REMOVED.

PHOTO 12: EXTERIOR TOP OF WINDOW ON LEAKING SIDE (SOUTH). PHOTO 13: EXTERIOR LOWER LEFT CORNER OF LEAKING

WINDOW SHOWING BREAK IN CAULK SEALANT.

PHOTO 14: CLOSEUP OF WATER DAMAGED GYPSUM BOARD AT WINDOW RETURN.

OPERATING SASH IS OPEN SHOWING INTERIOR OF WINDOW FRAME.

PHOTO 15: CLOSEUP OF VCT TO CERAMIC TILE FLOORING TRANSITION AT

BATHROOM DOOR. EXISTING TRANSITION STRIP IS METAL.

PHOTO 11: CLOSEUP OF FLOOR AND DOOR #1 WHERE TILE AND MASTIC HAVE

BEEN REMOVED. NOTE DARKER CONCRETE ALONG THRESHOLD, INDICATING

MOISTURE.

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WATER

DAMAGE

AREA

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WATER

DAMAGE

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NOVEMBER 3, 2021 ARC 4

PHOTOS - GARAGE & STORAGE BUILDING

AND EXTERIOR CONCRETE

TAKEN 7/9/21 AND 8/19 /21 (SHEET 3 OF 4)

PHOTO 18: DOORS ALONG EAST WALL, REQUIRING EMERGENCY LIGHT/EXIT SIGNS. CONNECTOR

HALLWAY IS BEYOND THE RIGHT DOOR, WHICH ALSO REQUIRES AN EMERGENCY LIGHT/EXIT SIGN.

PHOTO 16: CLOSEUP OF DOOR ON WEST WALL OF GARAGE AND

STORAGE BUILDING, REQUIRING EMERGENCY LIGHT/EXIT SIGN,

AS SHOWN ON DRAWING ARC 4000.

PHOTO 17: DOOR ON SOUTH WALL, REQUIRING EMERGENCY LIGHT/

EXIT SIGN ABOVE DOOR.

PHOTO 19: LOOKING EAST INTO CONNECTOR HALL. EMERGENCY LIGHT/EXIT

SIGN IS REQUIRED ABOVE DOOR ON LEFT.

PHOTO 20: LOOKING NORTH ALONG EAST SIDE OF MAINTENANCE

BUILDING, AT EXPANSION JOINT REQUIRING RESEALING.

PHOTO 21: LOOKING NORTH AT CONNECTOR AREA BETWEEN BUILDINGS AT EXPANSION

JOINTS REQUIRING RESEALING, INCLUDING RECTANGULAR SECTION AROUND BOLLARD.

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NOVEMBER 1, 2021 ARC 5

ARMOUR SUBSTATION

PHOTOS - GARAGE AND STORAGE BUILDING

TAKEN 7/9/21 AND 8/19/21 (SHEET 4 OF 4)

PHOTO 22: LOOKING EAST AT THE 5 OVERHEAD GARAGE DOORS REQUIRING REPLACEMENT OF TRIM, WEATHERSTRIPPING, AND BOTTOM SEALS.

PHOTO 23: LOOKING NORTH AT OVERHEAD DOORS.

PHOTO 25: BOTTOM OF DOOR JAMB, SHOWING STEEL COLUMN (GREEN COLOR),

BROKEN WEATHERSTRIPPING, AND ROTTED TRIM. THE WOOD BEHIND THE TRIM IS

ALSO ROTTED, REQUIRING REPLACEMENT AS DESCRIBED ON DRAWING ARC 3000.

PHOTO 24: LOOKING UP AT TOP OF DOOR. FACE OF DOOR COLUMNS

HAVE METAL FLASHING WITH 1/2 X 2-1/4" WOOD TRIM. NOTE BOLT

HEADS ALONG INSIDE OF DOOR COLUMNS (AND ALONG HEADERS).

PHOTO 26: INTERIOR OF A DOOR COLUMN AT FLOOR.

PHOTO 27: BOTTOM OF NORTH DOOR ON INTERIOR SIDE. NOTE GAP BETWEEN

DOOR AND CONCRETE WHERE THE CONCRETE IS LOWER.

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EXISTING INSTALLATION

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REPLACE OVERHEAD DOOR TRIM AND WEATHERSTRIPPING WORK, AS SHOWN ON ARC 3000.

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EMERGENCY EXIT LIGHTING WORK, AS SHOWN ON ARC 4000.

lvaselaar Rectangle lvaselaar Callout REPAIR WINDOWS AND DOORS AND REPLACE VCT FLOORING WITH EPOXY FLOORING WORK, AS SHOWN ON ARC 3015 AND ARC 3016.

lvaselaar Rectangle lvaselaar Callout VERTICAL PIVOT GATE AND CONCRETE ENTRY PAD WORK, AS SHOWN ON ARC 2100 AND ARC 2101.

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RESEAL CONCRETE

JOINTS WORK, AS SHOWN ON ARC 2001.

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285TH STREET

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393RD AVENUE

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INDICATES GENERAL LOCATIONS OF AUTOMATIC

VERTICAL PIVOT GATE AND BUILDING REPAIRS WORK.

Callout PROVIDE COMMUNICATION AND ELECTRICAL CONDUIT FOR NEW PIVOT GATE, AS SHOWN ON ARC 1700-2.

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INDICATES PIVOT GATE WORK.

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EXISTING INSTALLATION

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INDICATES PIVOT GATE WORK.

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EXISTING INSTALLATION

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SIDEWALKS EXTENDING PAST BUILDING.

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INDICATES PIVOT GATE, CONCRETE ENTRY PAD,

AND RESEAL CONCRETE JOINTS WORK.

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CONCRETE ENTRY SLAB JOINT.

lvaselaar Polygonal Line lvaselaar Callout STEEL SIDING EXTENDS TO CONCRETE HERE, CREATING WIDER GAP TO RESEAL, APPROXIMATELY 1-1/2" W X 24' L, ALSO SHOWN IN PHOTOS.

lvaselaar Line lvaselaar Callout RESEAL APPROXIMATELY 525 LF OF CONCRETE JOINTS INDICATED BY DASHED LINES. INCLUDES BETWEEN BETWEEN BUILDING FOUNDATIONS AND CONCRETE APRONS, ENTRY SLABS, AND SIDEWALKS, SIDEWALK EXTENSIONS AT MAINTENANCE BUILDING CORNERS, CONCRETE SECTION AROUND BOLLARD, AND WIDER GAP AREA ADJACENT TO BUILDING.

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RECTANGULAR CONCRETE SECTION AROUND BOLLARD, AS SHOWN ON ARC T003.

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1. REMOVE APPROXIMATELY 65 LF EXISTING CHAIN LINK FENCE FOR NEW GATE INSTALLATION.

2. EXISTING FABRIC AND BARBED WIRE MAY BE REUSED FOR NEW FENCE.

3. EXISTING 5' GATE LOCATED NEXT TO BUILDING SHALL REMAIN IN PLACE.

4. BACKFILL REMAINING HOLES IN SOIL.

5. CUT OFF AT GROUND LINE, 3 LINE POSTS EMBEDDED IN CONCRETE WITHIN THE REMOVAL AREA.. FILL REMAINING HOLES WITH CONCRETE FLUSH WITH SURROUNDING SURFACE. CUT OFF POSTS SHALL NOT PROTRUDE ABOVE THE CONCRETE SURFACE.

lvaselaar Polygon lvaselaar Callout REMOVE SHADED PORTION OF CONCRETE APRON, FOR INSTALLATION OF NEW CONCRETE ENTRY PAD SHOWN ON DRAWING ARC 2101. APPROXIMATE REMOVAL AREA IS 115 SQUARE FEET.

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ROAD & GATE

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TYPE I

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CSS3

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(D)CSS5

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(D)CSS5

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5 FDN PR4

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EQL SP

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ROAD & GATE

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CONCRETE

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APRON

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CONCRETE

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APRON

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MAINTENANCE

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BUILDING

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CONCRETE APRON

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CONNECTOR

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NOTE 3

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5'-0" WALK-IN GATE

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PIVOT GATE

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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A3-MC

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REVISED FOR WORK PERFORMED UNDER THE

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STORAGE YARD EXTENSION

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REFERENCE DRAWINGS

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LOCATION MAP

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AR 0016

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TOPOGRAPHIC MAP

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ARC 0015

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GRADING AND PLOT PLAN

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ARC 2004

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FOUNDATIONS-

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OUTLINE AND REINFORCEMENT

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ARC 2006

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CHAIN LINK FENCE -

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GENERAL REQUIREMENTS

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NOTES

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FOUNDATIONS FOR FENCE ARE SHOWN ON 31-2000.

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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CIVIL ENGINEERING MANAGER

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ARMOUR STORAGE YARD

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SOUTH DAKOTA

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CIVIL

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FOUNDATION GENERAL PLAN

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M. CELANO

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D. HANSON

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OCTOBER 9, 1998

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ARC

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SCALE OF FEET

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CONCRETE STANDARDS - GENERAL OUTLINE

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AND REINFORCEMENT NOTES

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EXISTING

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GARAGE &

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STORAGE BUILDING

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EXISTING

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CONCRETE APRON

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XREF(S) =

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ARC 9501

AutoCAD SHX Text L:\Users\ARigge\Lila\ARC_\xref\arc_2001h.dwg Last Saved By: Rigge, April (CONTR) on 1/19/2022 10:33 AM Last Saved By: Rigge, April (CONTR) on 1/19/2022 10:33 AMRigge, April (CONTR) on 1/19/2022 10:33 AM on 1/19/2022 10:33 AM1/19/2022 10:33 AM

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5' CONCRETE SIDEWALK, WITH A 6" CURB STOP.

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B56-LV

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AS-BUILT DRIVEWAY AND CONCRETE CURB.

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ADDED PIVOT GATE ENTRY PAD.

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PIVOT GATE CONCRETE -

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ENTRY PAD

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ARC 2101

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DETAILS FOR NEW CONCRETE ENTRY PAD ARE SHOWN ON DRAWING ARC 2101.

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INDICATES PIVOT GATE AND CONCRETE ENTRY

PAD WORK.

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NOTE OVERHEAD ELECTRIC LINE PARALLEL TO ROAD AND NORTH OF NEW GATE AREA.

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AREA FOR NEW PIVOT GATE AND CONCRETE ENTRY PAD.

lvaselaar Rectangle lvaselaar Text Box THIS DRAWING IS NOT UP TO DATE. SEE DRAWING ARC 2008 FOR CHANGES DUE TO BUILDING. IT IS INCLUDED TO SHOW OVERHEAD ELECTRIC LINE IN PROXIMITY OF WORK AREA.

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FOR INFORMATION ONLY

GRAVEL

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SUBBASE

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STRIPPED MATERIAL

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EXISTING GROUND

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CONSTRUCT FROM SELECTED

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0.005 MIN SLOPE

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VARIES

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ROAD

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'V" TYPE DRAINAGE DITCH

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ACCESS ROAD

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SECTION C-C

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SUBGRADE

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EXISTING GROUND

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BEDDING

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GRAVEL

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RIPRAP

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END SECTION

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GRAVEL

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SUBBASE

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SUBBASE

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GRAVEL

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EXISTING GROUND

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CONSTRUCT FROM SELECTED

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STRIPPED MATERIAL

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VARIES

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.01 MIN SLOPE

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TYPICAL IN EMBANKMENT

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SECTION A-A

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CONSTRUCT FROM SELECTED

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STRIPPED MATERIAL

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NOTE 2

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NOTE 2

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NOTE 2

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EDGE OF ROAD

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NOTE 2

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LOCKNUT (TYP)

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NUT (TYP)

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WASHER (TYP)

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AutoCAD SHX Text 3/4o GALV BOLT (3 IN.

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EMBANKMENT

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SLOPE

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SECTION A-A

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FROM END OF PIPE)

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NOTES AND REFERENCE DRAWINGS ARE SHOWN ON ARC 2004.

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NOTES

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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CORPORATE SERVICES OFFICE - GOLDEN, COLORADO

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ARMOUR STORAGE YARD

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SOUTH DAKOTA

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GRADING

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SECTIONS AND DETAILS

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M. CELANO

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D. HANSON

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CIVIL ENGINEERING MANAGER

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OCTOBER 9, 1998

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ARC

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CONTRACTOR TO PROVIDE A 1" THICK CRUSHED ROCK

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SURFACING OVER THE GRAVEL SUBBASE.

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55.47

AutoCAD SHX Text 53.12

AutoCAD SHX Text 55.27

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AutoCAD SHX Text 55.22

AutoCAD SHX Text 53.42

AutoCAD SHX Text 54.82

AutoCAD SHX Text 53.67

AutoCAD SHX Text 54.47

AutoCAD SHX Text 53.97

AutoCAD SHX Text 54.17

AutoCAD SHX Text 54.22

AutoCAD SHX Text 53.92

AutoCAD SHX Text 54.37

AutoCAD SHX Text 53.82

AutoCAD SHX Text 54.42

AutoCAD SHX Text 53.82

AutoCAD SHX Text 54.57

AutoCAD SHX Text 57.4

AutoCAD SHX Text 56.77

AutoCAD SHX Text 56.62

AutoCAD SHX Text 56.38

AutoCAD SHX Text 55.78

AutoCAD SHX Text 54.97

AutoCAD SHX Text 53.89

AutoCAD SHX Text 54.22

AutoCAD SHX Text 54.97

AutoCAD SHX Text 55.87

AutoCAD SHX Text 56.37

AutoCAD SHX Text 56.62

AutoCAD SHX Text 56.96

AutoCAD SHX Text 57.43

AutoCAD SHX Text 57.6

AutoCAD SHX Text 57.43

AutoCAD SHX Text 57.39

AutoCAD SHX Text 56.9

AutoCAD SHX Text 55.86

AutoCAD SHX Text 55.12

AutoCAD SHX Text 54.5

AutoCAD SHX Text 54.73

AutoCAD SHX Text 55.22

AutoCAD SHX Text 55.89

AutoCAD SHX Text 57.03

AutoCAD SHX Text 54.59

AutoCAD SHX Text 55.18

AutoCAD SHX Text 55.87

AutoCAD SHX Text 56.81

AutoCAD SHX Text 56.62

AutoCAD SHX Text 56.14

AutoCAD SHX Text 55.17

AutoCAD SHX Text 55.0

AutoCAD SHX Text 56.55

AutoCAD SHX Text 56.08

AutoCAD SHX Text 55.16

AutoCAD SHX Text 55.35

AutoCAD SHX Text 57.87

AutoCAD SHX Text 57.67

AutoCAD SHX Text 57.59

AutoCAD SHX Text 57.47

AutoCAD SHX Text 57.92

AutoCAD SHX Text 53.20

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(EST)

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AutoCAD SHX Text 56.90

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AutoCAD SHX Text 57.67*

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EXISTING

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GARAGE &

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STORAGE BUILDING

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57.84 APRON

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AutoCAD SHX Text 56.80

AutoCAD SHX Text 57.39

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NEW MAINTENANCE

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BUILDING -

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57.84 SIDEWALK

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EXISTING APRON

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57.84 APRON

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AutoCAD SHX Text 0.3%

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 1.65%

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 1.23%

AutoCAD SHX Text 3.13%

AutoCAD SHX Text 3.2%%%

AutoCAD SHX Text 3.47%

AutoCAD SHX Text 3.80%

AutoCAD SHX Text 4.13%

AutoCAD SHX Text 4.47%

AutoCAD SHX Text 56.70

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AutoCAD SHX Text A

AutoCAD SHX Text (2009)

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NOTE 5

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NOTE 5

AutoCAD SHX Text 57.19

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NOTE 6

AutoCAD SHX Text 57.84

AutoCAD SHX Text 57.59

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FIN FLOOR

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NOTE 4

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AutoCAD SHX Text 57.84

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FIN FLOOR

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EL VARIES

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57.84 APRON

AutoCAD SHX Text 56.35

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AutoCAD SHX Text 56.65

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NOTE 7

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NOTE 8

AutoCAD SHX Text 3%%%

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3.2%%% MAX

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NOTES

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GRADING ELEVATIONS SHOWN ARE TO FINISHED GRADE.

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SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS.

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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EXPLANATION

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PROPERTY LINE

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POWERLINE

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XREF(S) =

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ARC 9501

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SCALE OF FEET

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TOP OF CONCRETE

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XX.XX

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EXISTING TC ELEVATION

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XX.XX

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XX.XX

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NEW TC ELEVATION

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MATCH EXISTING TC ELEVATION

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EXISTING GRADE ELEVATION

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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ARMOUR STORAGE YARD

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SOUTH DAKOTA

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MAINTENANCE BUILDING

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GRADING PLAN

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J. SCHREIBER

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D. HANSON

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MAY 3, 2006

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ARC

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CIVIL ENGINEERING MANAGER

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GRADING - SEE NOTE 3

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REMOVE EXISTING GRAVEL SURFACING AND REGRADE YARD

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AS SHOWN AROUND PERIMETER OF NEW BUILDING.

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ESTABLISH SUBGRADE SLOPES FROM NEW APRON TC

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ELEVATIONS TO EXISTING GRADE NOT TO EXCEED 5% FOR

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VEHICULAR TRAFFIC APPROACHING AND REQUIRING ACCESS

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TO APRONS; NOT TO EXCEED 10% FOR OTHER AREAS

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(ALONG SOUTH PERIMETER OF BUILDING). REPLACE

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GRAVEL SURFACING TO FINISHED GRADE.

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SLOPE NEW TC ELEVATION ALONG THIS EDGE UNIFORMLY

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BETWEEN TC ELEVATIONS SHOWN AT INTERSECTING POINTS

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WITH MAIN APRONS.

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ORIGINAL DRAINAGE VALLEY IS TO BE SHIFTED

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THROUGHOUT YARD AS SHOWN AS REQUIRED TO ENSURE

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DRAINAGE IS MAINTAINED TO NORTHEAST.

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GRADE ADJACENT TO BUILDING ALONG SOUTH SIDE IS TO

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BE 1457.42.

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SLOPE TC

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DRAINAGE SWALE IN APRON, 2" DEEP,

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12" WIDE

AutoCAD SHX Text S:\Projects\Buildings\ArmourMaintBldg.2006\Design\Drawings\Civil\arc_2008a.dwg Last Saved By: martinez on Jul 21, 2006- 1:14pm

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5' CONCRETE SIDEWALK, WITH A 6" CURB STOP.

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CURB STOP TRANSITIONS UNIFORMLY TO MEET APRON TOP

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OF CONCRETE HERE.

AutoCAD SHX Text C

AutoCAD SHX Text 1-19-22

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B56-LV

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ADDED PIVOT GATE CONCRETE ENTRY PAD.

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AutoCAD SHX Text 9-22-21

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B56-LV

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AS-BUILT CONDITION NORTH OF MAINTENANCE

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BUILDING.

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AutoCAD SHX Text 7-27-06

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A7-JAS

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REVISIONS FOR AMENDMENT 01.

AutoCAD SHX Text 9.

AutoCAD SHX Text GRADING FOR PIVOT GATE: REMOVE EXISTING LAYER OF CRUSHED ROCK SURFACING, 1" THICK TYPICAL, AS NEEDED FOR ADDITIONAL GRAVEL SURFACING. PROVIDE GRAVEL SURFACING TO SLOPE AWAY FROM YARD AND MEET EXISTING GRADES AS SHOWN. SLOPE SHALL NOT EXCEED 5% IN VEHICULAR TRAFFIC AREAS AND NOT EXCEED 10% IN OTHER AREAS. PROVIDE 1"-2" THICK CRUSHED ROCK LAYER OVER GRAVEL, MATCH EXISTING CRUSHED PINK QUARTZITE 1-1/2" ESTIMATED SIZE.

lvaselaar Callout GRADE APPROXIMATELY 320 SY IN CLOUDED AREA (EXCEPT CONCRETE AREAS) AS DESCRIBED IN NOTE 9. PROVIDE APPROXIMATELY 30 CY ADDITIONAL GRAVEL SURFACING AND 12 CY ADDITIONAL CRUSHED ROCK FOR GRADING WORK.

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INDICATES PIVOT GATE WORK.

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FOR INFORMATION ONLY

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NOTE: EXISTING CONCRETE APRON IS 8" THICK.

Rectangle

Text Box 7'-6" DISTANCE FROM GATE CENTERLINE TO SAFETY LOOP MAY BE ADJUSTED AS RECOMMENDED BY GATE MANUFACTURER AND TO AVOID CONTROL JOINTS, HOWEVER SHALL NOT BE LESS THAN 4' .

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MEN'S

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WOMEN/

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HANDICAP

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FOREMAN II

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LINEMAN

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MECH/ELECT/COMM

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CREW

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QUARTERS

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STORAGE

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KITCHEN

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STORAGE

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CABINETS

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EXISTING GARAGE/STORAGE BUILDING

AutoCAD SHX Text 5'-0" x 5'-0" REINFORCED CONCRETE SLAB, TYPICAL OF 2

AutoCAD SHX Text 16'-0" x 16'-0" OVERHEAD DOORS, TYPICAL OF 8

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NOTE 2

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NOTE 1

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SHOP AREA

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UTILITY

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JANITOR

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WATER HTR

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TRENCH DRAIN

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VEHICLE BAYS

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VEHICLE BAYS

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AIRLOCK ENTRY

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CONNECTOR

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FLAG POLE, NOTE 4

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DETAIL C (3021)

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DETAIL A (3021)

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DETAIL B (3021)

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DETAIL D (3021)

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VEHICLE PARKING, NOTE 3

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DETAIL E (3021)

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CORRIDOR

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DETAIL F (3022)

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DETAIL G (3022)

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STEEL COLUMN, NOTE 5

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WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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XREF(S) =

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ARC 9500

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SCALE OF FEET

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CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

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ARMOUR MAINTENANCE BUILDING

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SOUTH DAKOTA

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ARCHITECTURAL

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FLOOR PLAN

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STEVE HOGG

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DOUGLAS HANSON

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JUNE 30, 2006

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ARC

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CIVIL ENGINEERING MANAGER

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NOTES

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PROVIDE NEW DOOR THROUGH EXTERIOR WALL OF EXISTING

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GARAGE/STORAGE BUILDING.

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TWO HOUR FIRE RATED WALL, ALL PENETRATIONS SHALL

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BE SEALED WITH FIRE RATED MATERIALS AS SPECIFIED.

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PARKING STALL SIZE AND ANGLE TO BE CONFIRMED WITH

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COR PRIOR TO PAINTING. STOP LINES 1'-0" FROM

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BUILDING.

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TAPERED ALUMINUM FLAGPOLE; SEAMLESS TUBING

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COMPLYING WITH ASTM B221; ALLOY 6063-T6, 30,000

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PSI TENSILE STRENGTH; 40 FT HEIGHT; ROTATING TRUNK;

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SATIN FINISH; COMPLETE WITH FINIAL BALL, INTERNAL

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HALYARD, FLAG SNAPS, BASE COLLAR AND OTHER

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ACCESSORIES AS REQUIRED FOR A COMPLETE

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INSTALLATION. FLAGPOLE SHALL WITHSTAND 90 M.P.H.

AutoCAD SHX Text WIND SPEED WITH 8'x 12' FLAG. WESTERN SHALL

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PROVIDE THE FLAG. SUBMIT MANUFACTURER'S DATA AND

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SHOP DRAWINGS FOR APPROVAL.

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END WALL STEEL COLUMNS SHALL BE SIZED TO FIT

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WITHIN THE 12 1/2" WALL.

AutoCAD SHX Text S:\Projects\Buildings\ArmourMaintBldg.2006\Design\Drawings\Buildings\arc_3015.dwg Last Saved By: P. Wilson on Jul 11, 2006- 8:16am lvaselaar Rectangle lvaselaar Rectangle lvaselaar Rectangle lvaselaar Rectangle lvaselaar Text Box

DOOR REPAIRS (LOCATIONS CLOUDED):

1. ADJUST EXTERIOR WALK DOORS # 1, 2, 3, AND 6, SO THAT THEY CLOSE PROPERLY, WITHOUT BINDING OR MAKING CONTACT WITH THE THRESHOLD AND FRAME, AND SEAL TIGHTLY.

2. CURRENTLY THESE DOORS 'STICK' MAKING CONTACT WITH THE THRESHOLD AND/OR DOOR FRAME AS THEY CLOSE.

3. EDGE CLEARANCES AFTER ADJUSTMENT SHALL BE 1/8" PLUS OR MINUS 1/16".

4. ANY SHIMS USED IN ADJUSTMENT SHALL BE MADE FROM CORROSION-RESISTANT ZINC-COSTED STEEL.

5. ANY REPLACEMENT SCREWS SHALL BE OF ADEQUATE SIZE AND STRENTH TO HOLD DOOR IN ADJUSTMENT DURING NORMAL USAGE.

6. DOOR #1 APPEARS TO ALLOW MOISTURE TO ENTER BUILDING AS SHOWN IN PHOTO ON DRAWING ARC T002. EXAMINE AREA FOR POSSIBLE SOURCES OF INFILTRATION AND MAKE RECOMMENDATION OF ANY ADDITIONAL REPAIRS.

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NORTH WINDOW

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NORTH WINDOW REPAIR:

1. MOISTURE IS ENTERING BUILDING ALONG SOUTH EDGE OF WINDOW. WINDOW IS METAL SLIDER WITH OPERATING SASH ON SOUTH SIDE.

2. EXAMINE AREA FOR POSSIBLE SOURCES OF LEAKING. MAKE RECOMMENDATIONS FOR REPAIR. AT MINIMUM THOROUGHLY EXAMINE CAULKING AND J-CHANNEL AREAS AROUND WINDOW.

4. REPLACE APPROXIMATELY 3" X 6" AREA OF WATER DAMAGED GYPSUM BOARD, AS SHOWN ON ARC T002. REPAINT REPAIR AREA.

3. SITE VISIT OBSERVATION: SEAL BETWEEN OPERATING SASH AND JAMB DOES NOT APPEAR TO LEAK. BREAK IN CAULK SEAL SHOWN IN PHOTO ON DRAWING ARC T002 DOES NOT APPEAR TO BE PRIMARY SOURCE OF LEAKING.

NORTH AND SOUTH WINDOWS REPAIR:

3. REPLACE EXTERIOR CAULK SEALANT AROUND BOTH WINDOWS. SOUTH WINDOW ALSO HAS BREAK IN CAULK SEAL AT SAME LOCATION AS NORTH WINDOW, HOWEVER EVIDENCE OF LEAKING IS NOT APPARENT.

4. REPAIR RECOMMENDATIONS FOR NORTH WINDOW SHALL ALSO BE CONSIDERED FOR SOUTH WINDOW.

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SOUTH WINDOW

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INDICATES WINDOW AND

DOOR REPAIR WORK.

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FLOORING REPLACEMENT, REPLACE VCT FLOORING WITH EPOXY FLOORING:

1. REMOVE APPROXIMATELY 1625 SF OF EXISTING VINYL COMPOSITION (VCT) FLOORING OVER CONCRETE, INCLUDING TILE, MASTIC, AND APPROXIMATELY 355 LF OF WALL BASE. REMOVE TRANSITION STRIPS AS NEEDED. EXISTING VCT FLOORING AREAS ARE LISTED ON DRAWING ARC 3017. NOTE TILE AND MASTIC HAVE ALREADY BEEN REMOVED IN THE CONNECTOR AND AIR LOCK ENTRY ROOMS. TAKE CARE NOT TO DAMAGE WALL AREAS ABOVE WALL BASE.

2. ANY TILE BELOW STORAGE CABINETS AND KITCHEN CABINETS IN CREW QUARTERS ROOM MAY REMAIN IN PLACE.

3. PREPARE CONCRETE FLOOR SURFACE AS RECOMMENDED BY MANUFACTURER OF EPOXY FLOORING.

4. PROVIDE APPROXIMATELY 1680 SF OF EPOXY FLOORING IN ACCORDANCE WITH SPECIFICATION.

5. PROVIDE TRANSITIONS AS NEEDED AT DOORWAYS TO ADJACENT CERAMIC FLOORING IN MEN'S AND WOMEN/HANDICAP ROOMS.

6. PROVIDE TRANSITIONS AT DOORWAYS TO ADJACENT CONCRETE FLOORS IN MECH/ELECT/COMM AND UTILITY/JANITOR/WATER HEATER ROOMS.

7. PROVIDE APPROXIMATELY 355 LF OF RUBBER COVE WALL BASE ADJACENT TO NEW FLOORING.

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FLOORING REPLACEMENT AREAS CLOUDED.

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INDICATES FLOORING REPLACEMENT WORK.

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INDICATES FLOORING REPLACEMENT WORK.

Rectangle lvaselaar Rectangle lvaselaar Callout LOCATION TO BRING ELECTRICAL AND COMMUNICATION CONDUITS ABOVE GROUND AND INTO BUILDING. SEE DRAWING ARC 3049 FOR DETAILS.

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REPAIR WINDOWS, AS SHOWN ON DRAWING ARC 3015.

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EXISTING INSTALLATION

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NOTE 2 INDICATES SIZES OF THE WINDOWS TO BE REPAIRED.

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INDICATES PIVOT GATE AND WINDOW REPAIR WORK.

CREW QUARTERS

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MEZZANINE

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VEHICLE BAYS

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SECTION B-B

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FIN FLOOR

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SUSPENDED CEILING

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EL 108'-4"

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MEZZANINE

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EL 112'-0"

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EL 100'-0"

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METAL ROOF PANELS

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RIGID FRAME

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PURLINS, SIZE AND SPACING PER BUILDING MANUFACTURER

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R-38 BATT INSULATION W/ WHITE VINYL FACING

AutoCAD SHX Text 16' x 16" OVERHEAD DOOR, TYPICAL OF 8

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6" REINFORCED CONCRETE SLAB

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4" RIGID FOAM INSULATON

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COMPACTED FILL, REFER TO STRUCTURAL

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SECTION A-A

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6" REINFORCED CONCRETE SLAB

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4" RIGID FOAM INSULATON

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TRENCH DRAIN

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MEZZANINE

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GUARDRAIL

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FIRE RATED GLASS IN STEEL FRAME

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METAL ROOF PANELS

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PURLINS, SIZE AND SPACING PER BUILDING MANUFACTURER

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R-38 BATT INSULATION W/ WHITE VINYL FACING

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R-19 BATT INSULATION W/ WHITE VINYL FACING

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INSET GIRT, SIZE AS REQUIRED BY BUILDING MANUFACTURER

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CONTINUOUS GUTTER

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CONCRETE APRON

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METAL WALL PANELS

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MANUFACTURER'S STANDARD ROOF EDGE TRIM

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METAL WALL PANEL

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INSET GIRT, SIZE AS REQUIRED BY BUILDING MANUFACTURER

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PREFORMED RIDGE CAP

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PLYWOOD TO 8' ABOVE MEZZANINE FLOOR

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STEEL RIGID FRAME

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R-19 BATT INSULATION W/ WHITE VINYL FACING

AutoCAD SHX Text 42"W x 36"H LOUVER DAMPER (LD)(TYP 3)

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STAIR

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FIRE RATED GLASS IN STEEL FRAME

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1" RIGID FOAM INSULATION AT BUILDING PERIMETER

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T.O. PLYWOOD

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3/4" PLYWOOD OVER 4" STEEL STUDS AT EAST,

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SOUTH AND WEST WALLS OF VEHICLE BAYS

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BOILERS (BLR-1, BLR-3)

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CONTROL PANEL (CTRL-3)

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BOILERS (BLR-2, BLR-4)

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CONTROL PANEL (CTRL-4)

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ICE MACHINE

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SERVICE SINK

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AIR COMPRESSOR (COMPR)

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TRANSPORTABLE GENERATOR (EMPS)

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8" CMU WALL W/ BOND BEAM AT TOP OF DOOR AND TOP OF WALL, REFER TO STRUCTURAL

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LIGHTS, 6 AT 48"

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WORKBENCH (NIC)

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DHD

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DHE

AutoCAD SHX Text

LIGHTING CONTACTOR

AutoCAD SHX Text

DHF

AutoCAD SHX Text

MTS

AutoCAD SHX Text

GROUNDING STUD

AutoCAD SHX Text

RACEWAY

AutoCAD SHX Text

AIR LUBRICATOR

AutoCAD SHX Text

COMPRESSED AIR

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

AutoCAD SHX Text

ARMOUR MAINTENANCE BUILDING

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

BUILDING SECTIONS A-A, B-B

AutoCAD SHX Text

S. HOGG

AutoCAD SHX Text

D. HANSON

AutoCAD SHX Text

JUNE 30, 2006

AutoCAD SHX Text

ARC

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

SCALE OF FEET

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

AutoCAD SHX Text S:\Projects\Buildings\ArmourMaintBldg.2006\Design\Drawings\Buildings\arc_3020.dwg Last Saved By: P. Wilson on Jul 11, 2006- 8:13am lvaselaar Polygonal Line lvaselaar Typewritten Text

FOR INFORMATION ONLY

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PANEL DHF, FOR NEW GATE OPERATOR CONNECTION

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1/2" GYPSUM BOARD OVER VAPOR RETARDER

AutoCAD SHX Text

4" COVED RUBBER BASE

AutoCAD SHX Text

VINYL FLOOR TILE

AutoCAD SHX Text

METAL WALL PANEL

AutoCAD SHX Text

WALL PANEL ATTACHMENT ANGLE

AutoCAD SHX Text

GIRT

AutoCAD SHX Text

BACKER ROD

AutoCAD SHX Text

MEZZANINE CONCRETE FLOOR

AutoCAD SHX Text

5/8" PLYWOOD

AutoCAD SHX Text

FIRE PROOF SEALANT

AutoCAD SHX Text

4" STEEL STUDS @ 16" OC

AutoCAD SHX Text

R-19 BATT INSULATION

AutoCAD SHX Text

SELF LEVELING SEALANT

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

1" RIGID INSULATION

AutoCAD SHX Text

SUSPENDED ACOUSTICAL CEILING

AutoCAD SHX Text

4" STEEL STUDS @ 16" OC

AutoCAD SHX Text

FASTEN EACH STUD TO GIRT WITH SELF-TAPPING METAL SCREWS

AutoCAD SHX Text

T.O. WALL EL. 108'-6"

AutoCAD SHX Text

GIRT

AutoCAD SHX Text

FASTEN EACH STUD TO GIRT WITH SELF-TAPPING METAL SCREW

AutoCAD SHX Text

STEEL BAR JOIST, REFER TO STRUCTURAL

AutoCAD SHX Text

BENT PLATE, REFER TO STRUCTURAL

AutoCAD SHX Text

METAL DECK, REFER TO STRUCTURAL

AutoCAD SHX Text

CEILING EL. 108'-4"

AutoCAD SHX Text

ADHERE GYPSUM BOARD TO CONCRETE WALL

AutoCAD SHX Text

R-19 BATT INSULATION

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text (3015)

AutoCAD SHX Text

METAL WALL PANEL

AutoCAD SHX Text

4" STEEL STUDS @ 16" OC W/ 1/2" GYPSUM BOARD

AutoCAD SHX Text

4" STEEL

AutoCAD SHX Text

FILL CAVITY WITH SAFING INSUL, FULL HEIGHT

AutoCAD SHX Text

CUT CMU AS REQUIRED FOR TAPERED COLUMN

AutoCAD SHX Text

SHEET METAL CLOSURE, PAINT TO MATCH COLUMN

AutoCAD SHX Text

2" BATT OF SAFING INSUL, FULL HEIGHT

AutoCAD SHX Text

4" BATT OF SAFING INSUL, FULL HEIGHT

AutoCAD SHX Text

FIREPROOF SEALANT

AutoCAD SHX Text

DETAIL F

AutoCAD SHX Text (3015)

AutoCAD SHX Text

DETAIL G

AutoCAD SHX Text (3015)

AutoCAD SHX Text

8" STEEL STUD AT JAMBS

AutoCAD SHX Text

METAL WALL PANEL

AutoCAD SHX Text

TRIM TO MATCH METAL WALL PANEL

AutoCAD SHX Text

4" STEEL STUDS

AutoCAD SHX Text

1/2" GYPSUM BOARD

AutoCAD SHX Text

DOOR FRAME ANCHORS, MIN. 3 PER JAMB

AutoCAD SHX Text

HOLLOW METAL DOOR AND DOOR FRAME

AutoCAD SHX Text

STEEL COLUMN

AutoCAD SHX Text

INSULATION NOT SHOWN FOR CLARITY

AutoCAD SHX Text

4" STEEL STUD FRAMING AS REQUIRED AROUND COLUMN

AutoCAD SHX Text

GIRT ABOVE

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

AutoCAD SHX Text

ARMOUR MAINTENANCE BUILDING

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

SECTION AT NORTH WALL & DETAILS

AutoCAD SHX Text

S. HOGG

AutoCAD SHX Text

D. HANSON

AutoCAD SHX Text

JUNE 30, 2006

AutoCAD SHX Text

ARC

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text S:\Projects\Buildings\ArmourMaintBldg.2006\Design\Drawings\Buildings\arc_3022.dwg Last Saved By: P. Wilson on Jul 10, 2006- 3:07pm lvaselaar Polygonal Line lvaselaar Typewritten Text

EXISTING INSTALLATION

lvaselaar Callout

REMOVE EXISTING VCT FLOORING AND COVE BASE, AS DESCRIBED ON ARC 3016.

lvaselaar Rectangle lvaselaar Typewritten Text

INDICATES FLOORING REPLACEMENT WORK.

lvaselaar Polygon lvaselaar Rectangle

Rectangle lvaselaar Rectangle lvaselaar Typewritten Text

INDICATES FLOORING REPLACEMENT WORK.

lvaselaar Polygon lvaselaar Text Box

EPOXY FLOORING

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EXISTING INSTALLATION

lvaselaar Rectangle lvaselaar Typewritten Text

INDICATES FLOORING REPLACEMENT WORK.

lvaselaar Callout

REMOVE EXISTING VCT FLOORING AND COVE BASE AS DESCRIBED ON DRAWING ARC 3016.

lvaselaar Rectangle lvaselaar Rectangle lvaselaar Polygon

Polygon lvaselaar Rectangle lvaselaar Rectangle lvaselaar Rectangle lvaselaar Typewritten Text

INDICATES FLOORING REPLACEMENT WORK.

lvaselaar Text Box

EPOXY FLOORING

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EPOXY FLOORING

F-FLUSH

AutoCAD SHX Text

NL-NARROW LITE

AutoCAD SHX Text

HG-HALF GLASS

AutoCAD SHX Text

HOLLOW METAL DOOR AND FRAME TYPES

AutoCAD SHX Text

GLASS PANEL

AutoCAD SHX Text

GLASS PANEL

AutoCAD SHX Text

KITCHEN CABINET ELEVATION

AutoCAD SHX Text

REFRIGERATOR

AutoCAD SHX Text

(NIC)

AutoCAD SHX Text

MICROWAVE

AutoCAD SHX Text

(NIC)

AutoCAD SHX Text

GYPSUM BOARD SOFFIT

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text

SUSPENDED CEILING

AutoCAD SHX Text

FILLER AS REQUIRED

AutoCAD SHX Text

TOE SPACE

AutoCAD SHX Text

5 DRAWERS

AutoCAD SHX Text

4" BACKSPLASH

AutoCAD SHX Text

COUNTER TOP

AutoCAD SHX Text

SINK

AutoCAD SHX Text

FILLER AS REQUIRED EACH SIDE

AutoCAD SHX Text

STORAGE CABINETS

AutoCAD SHX Text

GYPSUM BOARD SOFFIT

AutoCAD SHX Text

SOFFIT

AutoCAD SHX Text

SUSPENDED CEILING

AutoCAD SHX Text

4" BACKSPLASH

AutoCAD SHX Text

COUNTER TOP

AutoCAD SHX Text

FILLER AS REQUIRED EACH SIDE

AutoCAD SHX Text

8" CMU WALL

AutoCAD SHX Text 2" x 2" x 1/8" STEEL ANGLE FRAME BOTH SIDES OF GLAZING, PAINT TO MATCH CMU WALL

AutoCAD SHX Text

CLOSED CELL FOAM GLAZING TAPE BOTH SIDES OF GLAZING

AutoCAD SHX Text 1/4"o HILTI KWIK BOLT II EXPANSION BOLTS W/ 2" EMBEDMENT, 12" MAX SPACING, 4" MAX FROM CORNERS

AutoCAD SHX Text

CALCIUM SILICATE SETTING BLOCKS AT QUARTER POINTS

AutoCAD SHX Text

1/2" GYPSUM BOARD

AutoCAD SHX Text

METAL EDGE TRIM ON GYPSUM BOARD

AutoCAD SHX Text

STEEL STUD FRAMING

AutoCAD SHX Text

2 HR. FIRE-RATED GLAZING

AutoCAD SHX Text

BACKER ROD AND SEALANT

AutoCAD SHX Text

SECTION E-E

AutoCAD SHX Text (3016)

AutoCAD SHX Text

HOLLOW METAL FRAME SECTIONS

AutoCAD SHX Text

HOLLOW METAL FRAME W/ REMOVABLE STOP ON OFFICE SIDE

AutoCAD SHX Text

1/4" GLAZING INSTALLED ON SETTING BLOCKS

AutoCAD SHX Text

1/2" GYPSUM BOARD

AutoCAD SHX Text

4" STEEL STUD FRAMING

AutoCAD SHX Text

SECTION F-F

AutoCAD SHX Text (3016)

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

4'-0" TO

AutoCAD SHX Text

FIN FLR

AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF ENERGY

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CORPORATE SERVICES OFFICE - LAKEWOOD, COLORADO

AutoCAD SHX Text

ARMOUR MAINTENANCE BUILDING

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

ARCHITECTURAL

AutoCAD SHX Text

DOORS & WINDOW DETAILS

AutoCAD SHX Text

S. HOGG

AutoCAD SHX Text

D. HANSON

AutoCAD SHX Text

JUNE 30, 2006

AutoCAD SHX Text

ARC

AutoCAD SHX Text

CIVIL ENGINEERING MANAGER

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text 3"=1'-0"

AutoCAD SHX Text

DOOR AND FRAME SCHEDULE

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

LABEL

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

FIN

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

FIN

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

1 1/2 HR

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

100 SQ. IN. OF WIRED GLASS

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text F

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

1 1/2 HR

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 1,5

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 3'-0"x7'-0"x1 3/4"

AutoCAD SHX Text

1 1/2 HR

AutoCAD SHX Text

PAINT

AutoCAD SHX Text 1,5

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

AutoCAD SHX Text 3'-0"x3'-0"

AutoCAD SHX…

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