05. BSM Project Drawings.pdf

PDF 10 MB Posted Jul 29, 2020

Attached to: Construct Bismarck O&M Service Center Vehicle Storage Building No. 4 in North Dakota
Solicitation number: 89503420BWA000020
Issued by: Department of Energy Western Area Power Administration

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Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity and related project drawings. The solicitation is for the construction of Vehicle Storage Building No. 4 at the Bismarck Operations and Maintenance Service Center in Bismarck, North Dakota. Solicitation number 89503420BWA000020 was issued by the Department of Energy's Western Area Power Administration to construct the storage building. Project drawings file 05. BSM Project Drawings.pdf is related to this federal contract opportunity to build the new vehicle storage facility. Interested parties should review the solicitation and drawings for full requirements and response details.

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Other files

File	Type	Posted
BSM Project Drawings - Amendment 0003.pdf	PDF	Aug 31, 2020
21. Sol_89503420BWA000020_Amd_0003.pdf	PDF	Aug 31, 2020
BSM Change Narrative - Amendment 0003.pdf	PDF	Aug 31, 2020
BSM Geotechnical Report - Amendment 0003.pdf	PDF	Aug 31, 2020
Sol_89503420BWA000020_Amd_0002.pdf	PDF	Aug 26, 2020
00 01 10 Table of Contents Rev. 1.pdf	PDF	Aug 13, 2020
Sol_89503420BWA000020_Amd_0001.pdf	PDF	Aug 13, 2020
01 80 00 Pricing Schedule - Rev 1.pdf	PDF	Aug 13, 2020
05. BSM Project Specifications.pdf	PDF	Jul 29, 2020
21. Sol_89503420BWA000020.pdf	PDF	Jul 29, 2020
12. General Decision Number.docx	DOCX document	Jul 29, 2020
05. BSM Appendix A - Technical Specifications IFC Set.pdf	PDF	Jul 29, 2020

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BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BUILDING NO. 4

NORTH DAKOTA

SECTION C

DESCRIPTION/SPECIFICATIONS

Solicitation No. 89503420BWA000020 Spec. No. 20WC136420-996

BISMARCK O&M SERVICE CENTER

VEHICLE STORAGE BUILDING NO. 4

PROJECT DRAWINGS

A. GENERAL:

CONSTRUCTION DRAW INGS: 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: W here 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:

General:

1. BSM G-001 – Cover Sheet

2. BSM G-002 – Sheet Index

Life Safety Sheet List:

3. BSM LS101 – Life Safety Code and Criteria

4. BSM LS102 – Overall Life Safety Plan

Civil Sheet List:

5. BSM C-001 – General Civil Notes

6. BSM C-002 – Legend & Abbreviations

7. BSM C-003 – Survey Control Plan

8. BSM C-004 – Access & Safety Plan

9. BSM CD-001 – Demolition Plan

10. BSM CS-001 – Civil Site Plan

11. BSM CS-002 – Civil Point Control Plan

12. BSM CS-003 – Civil Point Control Table

13. BSM CU-001 – Civil Utility Plan

14. BSM CG-001 – Civil Grading Plan

15. BSM CG-002 – Erosion & Sediment Control Plan

16. BSM C-500 – Civil Site Details I

17. BSM C-501 – Civil Site Details II

18. BSM C-502 – Civil Site Details III

19. BSM C-503 – Civil Site Details IV

Architecture Sheet List:

20. BSM AG001 – Architectural Legend & Abbreviations

21. BSM AG002 – Architectural General Notes

22. BSM A-101 – Ground Floor Plan

23. BSM A-120 – Overall Roof Plan

24. BSM A-121 – Roof Drainage System Sizing

25. BSM A-150 – Reflected Ceiling Plan

26. BSM A-201 – Exterior Building Excavations

27. BSM A-301 – Building Sections

28. BSM A-311 – Wall Sections

29. BSM A-551 – ADA and General Mounting Height Information

30. BSM A-581 – Roof & Wall Penetration Details

31. BSM A-582 – Roof & Wall Details

32. BSM A-600 – Door, Window & Louvre Details

33. BSM A-601 – Door Schedule, Frames, Types, Hardware Sets, Room Finish Schedule and Finish

Legend 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

Structural Sheet List:

34. BSM S001 – General Notes Sheet I

35. BSM S002 – Special Inspections Sheet I

36. BSM S003 – Special Inspections Sheet II

37. BSM S004 – Standard Concrete Notes and Details I

38. BSM S005 – Standard Concrete Notes and Details II

39. BSM S006 – Standard Concrete Notes and Details III

40. BSM S050 – Foundation Plan

41. BSM S100 – Overall Slab Plan

42. BSM S101 – Slab Joint Plan

43. BSM S201 – Foundation Sections & Details

44. BSM S202 – Building Sections & Details I

45. BSM S203 – Building Sections & Details II

Mechanical Sheet List:

46. BSM M000 – Mechanical General Notes, Symbols, and Abbreviations

47. BSM M101- Mechanical Plan

48. BSM M500 – Mechanical Details I

49. BSM M501 – Mechanical Details II

50. BSM M502 – Mechanical Details III

51. BSM M600 – Mechanical Schedules I

52. BSM M601 – Mechanical Schedules II

53. BSM M700 – Mechanical Controls

54. BSM MP100 – Mechanical Underground Piping Plan

55. BSM MP101 – Mechanical Above Ground Piping Plan

Plumbing Sheet List:

56. BSM P000 – Plumbing General Notes, Symbols, and Abbreviations

57. BSM P100 – Plumbing Underground Plan

58. BSM P101 – Plumbing Aboveground Plan

59. BSM P500 – Plumbing Details

60. BSM P600 – Plumbing Schedule

61. BSM P700 – Plumbing Riser Diagram

Fire Alarm Sheet List:

62. BSM FA001 – Fire Alarm Notes, Legend, Abbreviations

63. BSM FA101 – Fire Alarm Floor Plan

64. BSM FA601 – Fire Alarm One Line Diagram and Matrix

Fire Suppression Sheet List:

65. BSM FX001 – Fire Suppression Notes, Legend and Abbreviations

66. BSM FX101 – Fire Suppression Floor Plan

Electrical Sheet List:

67. BSM E-001 – Electrical Legend

68. BSM E-501 – Electrical Details

69. BSM EG101 – Grounding Plan

70. BSM EL101 – Lighting Plan

71. BSM EP101 – Power Plan

72. BSM EP601 – One-Line Diagram

73. BSM EP701 – Panelboard Schedules

74. BSM ES101 – Electrical

PROJECT DESCRIPTION:

APPROXIMATELY 9,000 SF PRE-ENGINEERED METAL BUILDING (109' X 80') TO

HOUSE SIX (6) DRIVE-THRU VEHICLE BAYS. FACILITY IS TO BE UTILIZED AS

A VEHICLE STORAGE FACILITY WITH NO OCCUPIABLE SPACE SUCH AS

STORAGE OR OFFICE AND HAS NO RESTROOM.

THONG C.

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Expires 06/30/23

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

DESIGNED

WESTERN AREA POWER ADMINISTRATION

7/2/20

G-001JULY 2 2020

COVER SHEET

TCK PJV

WAPA - BISMARCK O & M SERVICE CENTER

BURLEIGH COUNTY

BISMARCK, NORTH DAKOTA

ARCHITECTURE, CIVIL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE, STRUCTURAL

Issued for Construction

DATE: 7/2/20 BURNS & McDONNELL

9785 MAROON CIRCLE, SUITE 400

CENTENNIAL, CO 80112

TEL: 720-592-3451

ARCHITECTURE, CIVIL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE, STRUCTURAL

PROJECT TEAM

VEHICLE STORAGE BLDG N0. 4

B 6/23/20 90% DESIGN SUBMITTAL

0 7/2/20 ISSUED FOR CONSTRUCTION

THONG C.

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Expires 06/30/23

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

DESIGNED

WESTERN AREA POWER ADMINISTRATION

7/2/20

G-002JULY 2 2020

SHEET INDEX

TCK PJV

ARCHITECTURE SHEET LIST

20 AG001 ARCHITECTURAL LEGEND & ABBREVIATIONS 0

21 AG002 ARCHITECTURAL GENERAL NOTES 0

22 A-101 GROUND FLOOR PLAN 0

23 A-120 OVERALL ROOF PLAN 1

24 A-121 ROOF DRAINAGE SYSTEM SIZING 1

25 A-150 REFLECTED CEILING PLAN 0

26 A-201 EXTERIOR BUILDING ELEVATIONS 1

27 A-301 BUILDING SECTIONS 1

28 A-311 WALL SECTIONS 1

29 A-551 ADA AND GENERAL MOUNTING HEIGHT INFORMATION 0

30 A-581 ROOF & WALL PENETRATION DETAILS 0

31 A-582 ROOF & WALL DETAILS 0

32 A-600 DOOR, WINDOW & LOUVRE DETAILS 0

33 A-601 DOOR SCHEDULE, FRAMES , TYPES , HARDWARE SETS,

ROOM FINISH SCHEDULE AND FINISH LEGEND

LIFE SAFETY SHEET LIST

3 LS101 LIFE SAFETY CODE AND CRITERIA 0

4 LS102 OVERALL LIFE SAFETY PLAN 0

GENERAL SHEET LIST

Sheet Order

Sheet Number Sheet Name

Current Revision

1 G-001 COVER SHEET 0

2 G-002 SHEET INDEX 1

ELECTRICAL SHEET LIST

67 E-001 ELECTRICAL LEGEND 0

68 E-501 ELECTRICAL DETAILS 0

69 EG101 GROUNDING PLAN 0

70 EL101 LIGHTING PLAN 0

71 EP101 POWER PLAN 0

72 EP601 ONE-LINE DIAGRAM 0

73 EP701 PANELBOARD SCHEDULES 0

74 ES101 ELECTRICAL SITE PLAN 0

PLUMBING SHEET LIST

56 P000 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS 0

57 P100 PLUMBING UNDERGOUND PLAN 0

58 P101 PLUMBING ABOVEGROUND PLAN 0

59 P500 PLUMBING DETAILS 0

60 P600 PLUMBING SCHEDULES 0

61 P700 PLUMBING RISER DIAGRAM 0

MECHANICAL SHEET LIST

Sheet Order

Sheet Number Sheet Name

Current Revision

46 M000 MECHANICAL GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

47 M101 MECHANICAL PLAN 0

48 M500 MECHANICAL DETAILS I 0

49 M501 MECHANICAL DETAILS II 0

50 M502 MECHANICAL DETAILS III 0

51 M600 MECHANCAL SCHEDULES I 0

52 M601 MECHANICAL SCHEDULES II 0

53 M700 MECHANICAL CONTROLS 0

54 MP100 MECHANICAL UNDERGROUND PIPING PLAN 0

55 MP101 MECHANICAL ABOVE GROUND PIPING PLAN 0

FIRE ALARM SHEET LIST

FA001 FIRE ALARM NOTES, LEGEND, AND ABBREVIATIONS 0

FA101 FIRE ALARM FLOOR PLAN 0

FA601 FIRE ALARM ONE-LINE DIAGRAM AND MATRIX 0

FIRE SUPPRESSION SHEET LIST

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS 0

FX101 FIRE SUPPRESSION FLOOR PLAN 0

STRUCTURAL SHEET LIST

S001 GENERAL NOTES SHEET I 0

S002 SPECIAL INSPECTIONS SHEET I 0

S003 SPECIAL INSPECTIONS SHEET II 0

S004 STANDARD CONCRETE NOTES AND DETAILS I 0

S005 STANDARD CONCRETE NOTES AND DETAILS II 0

S006 STANDARD CONCRETE NOTES AND DETAILS III 0

S050 FOUNDATION PLAN 0

S100 OVERALL SLAB PLAN 0

S101 SLAB JOINT PLAN 0

S201 FOUNDATION SECTIONS & DETAILS 0

S202 BUILDING SECTIONS & DETAILS I 0

S203 BUILDING SECTIONS & DETAILS II 0

CIVIL SHEET LIST

5 C-001 GENERAL CIVIL NOTES 0

6 C-002 LEGEND AND ABBREVIATIONS 0

7 C-003 SURVEY CONTROL PLAN 0

8 C-004 ACCESS & SAFETY PLAN 0

9 CD-001 DEMOLITION PLAN 0

10 CS-001 CIVIL SITE PLAN 0

11 CS-002 CIVIL POINT CONTROL PLAN 0

12 CS-003 CIVIL POINT CONTROL TABLE 0

13 CU-001 CIVIL UTILITY PLAN 0

14 CG-001 CIVIL GRADING PLAN 0

15 CG-002 EROSION & SEDIMENT CONTROL PLAN 0

16 C-500 CIVIL SITE DETAILS I 0

17 C-501 CIVIL SITE DETAILS II 0

18 C-502 CIVIL SITE DETAILS III 0

19 C-503 CIVIL SITE DETAILS III 0

B 6/23/20 90% DESIGN SUBMITTAL

0 7/2/20 ISSUED FOR CONSTRUCTION

1 7/9/20 REV 1

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Expires 06/30/23

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

DESIGNED

WESTERN AREA POWER ADMINISTRATION

7/2/20

LS1017/1/20

LIFE SAFETY CODE AND CRITERIA

TC KHO Approver

1. APPLICABLE CODES AND STANDARDS

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2018

IMC INTERNATIONAL MECHANICAL CODE 2018

IECC INTERNATIONAL ENERGY CONSERVATION CODE 2018

IFC INTERNATIONAL FIRE CODE 2018

IFC INTERNATIONAL FUEL CODE 2018

NEC UNIFORM ELETRICAL CODE AND NORTH DAKOTA STATE WIRING STANDRADS ADOPTED

BY THE NORTH DAKOTA STATE OF ELECTRICAL BOARD

UPC UNIFORM PLUMBING CODE AND NORTH DAKOTA STATE PLUMBING STANDARDS ADOPTED

BY THE NORTH DAKOTA STATE PLUMBING BOARD

2. TYPE OF CONSTRUCTION (IBC TABLE 601)

BUILDING ELEMENT

TYPE OF

CONSTRUCTION

FIRE RESISTANCE

RATING

PRIMARY STRUCTURAL FRAME llB 0 HR ***

BEARING EXTERIOR WALL llB 0 HR **

BEARING INTERIOR WALL llB 0 HR *

NON-BEARING EXTERIOR WALL llB 0 HR **

NON-BEARING INTERIOR WALL llB 0 HR *

FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS llB 0 HR *

ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS llB 0 HR

3. CLASSIFICATION OF OCCUPANCY

AREAS OCCUPANCY IBC

PAKING AND LOW MAINTENANCE UTILITY AND MISCELLANEOUS 312

8. MODIFIED ALLOWABLE HEIGHT (IBC TABLE 504.3)

OCCUPANCY

*RESTRICTING ALLOWABLE

HEIGHT (FT / STORY)

SPRINKLER INCREASE

(FT / STORY)

MODIFIED ALLOWABLE

HEIGHT (FT / STORY)

U 55 / 2 20 / 1 75 / 3

11. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR

FLOOR GROSS AREA (SF) OCCUPANTS REQUIRED EXITS (OSSC 1021.1)

REQUIRED EXIT

SEPARATION

(IBC 1015.2)

LEVEL 1 8,720 43 2 (SINGLE EXIT COMMON PATH

EXCEEDS 75')

1/3 DIAGONAL

12. COMMON PATH, DEAD-END, AND TRAVEL DISTANCE LIMITS

OCCUPANCY

COMMON PATH LIMIT* (IBC

TABLE 1006.3.3(2)) (FT)

DEAD END LIMIT* (IBC TABLE

1020.4) (FT)

TRAVEL DISTANCE LIMIT* (IBC

TABLE 1017.2) (FT)

U 75 50 400

13. MINIMUM EGRESS WIDTHS

COMPONENT REQUIREMENT WIDTH (IN) OSSC

DOORS IN EGRESS ACCESS PER COMPONENT 32 1010.1.1

CORRIDOR SERVING 50 OR MORE OCCUPANTS PER COMPONENT 44 1020.2

CORRIDOR SERVING LESS THAN 50 OCCUPANTS PER COMPONENT 36 1020.2

CORRIDOR FOR ACCESS TO ELECTRICAL/MECHANICAL SYSTEMS PER COMPONENT 24 1020.2

OTHER EGRESS COMPONENTS PER PERSON 0.2 1005.3.2

STAIRWAYS PER PERSON 0.3 1005.3.1

14. MINIMUM INTERIOR FINISH RATINGS (IBC TABLE 803.13)

OCCUPANCY

EXIT ENCLOSURE AND EXIT

PASSAGEWAYS CORRIDORS ROOMS AND ENCLOSED SPACES

U NO RESTRICTIONS NO RESTRICTIONS NO RESTRICTIONS

15. FIRE SUPPRESSION REQUIREMENTS

SPRINKLERS (IBC 903) STANDPIPE (IBC 905) FIRE EXTINGUISHERS (IBC 906)

SPRINKLERS PROVIDED THROUGHOUT THE

BUILDING

NOT REQUIRED FIRE EXTINGUISHERS PROVIDED THROUGHOUT

THE BUILDING

16. FIRE ALARM REQUIREMENTS (IBC 907)

MANUAL INITIATION AUTOMATIC INITIATION OCCUPANT NOTIFICATION

MANUAL PULL STATION PROVIDED AT NW

EXIT FROM THE BUILDING

FLOW AND TAMPER SWITCHES, SPOT

SMOKE DETECTOR ABOVE FIRE ALARM

PANEL

NOT REQUIRED

17. FIRE EXTINGUISHER DISTRIBUTION (IBC TABLE 906.3(1))

OCCUPANCY

PRIMARY CLASSIFICATION OF FIRE

AND HAZARD MINIMUM RATING

MAXIMUM FLOOR AREA PER A

(SF)

MAX TRAVEL

DISTANCE (FT)

U CLASS A - ORDINARY 2-A 1,500 (MAX. BLDG. FLR AREA -

11,250)

* EXCEPT AS REQUIRED FOR OCCUPANCY SEPARATION, INCIDENTAL USE, AND OTHER PASSIVE FIRE PROTECTION.

** EXCEPT AS REQUIRED FOR BUILDING SEPARATION.

*** EXCEPT AS REQUIRED TO SUPPORT HORIZONTAL ASSEMBLY.

9. BUILDING SEPARATION (IBC. TABLE 602)

OCCUPANCY ELEVATION

RESTRICTIVE FIRE SEPARATION

DISTANCE (FT)*

FIRE RESISTIVE RATING OF

EXTERIOR WALL

U NORTH/SOUTH/WEST/EAST > 30 NO RATING

7. BUILDING ALLOWABLE AREA - NONSEPARATED (IBC TABLE 506.2 AND SECTION 508.3)

FLOOR FLOOR AREA (SF)

RESTRICTING

OCCUPANCY

RESTRICTING OCCUPANCY MODIFIED ALLOWABLE AREA (SF)

- SPRINKLER INCREASE

LEVEL 1 34,000 U 34,000

10. OCCUPANT LOAD CALCULATIONS (IBC TABLE 1004.5)

FLOOR AREA

FUNCTION OF

SPACE AREA (SF)

OCCUPANT

LOAD FACTOR

(SF/PERSON) OCCUPANTS

LEVEL 1 TRUCK BAY 1, 2, 3, 4, 5 & 6 PARKING 8,720 200 43

18. REQUIRED PLUMBING FIXTURES* (IBC 2902.1)

FLOOR / OCCUPANCY OCCUPANT LOAD WATER CLOSETS LAVATORIES

DRINKING

FOUNTAINS

LEVEL 1 / U (STORAGE) 43 1M 1 F 1M 1F 1

(NOT TO BE

CONSTRUCTED)

(NOT TO BE

CONSTRUCTED)

(NOT TO BE

CONSTRUCTED)

* THIS TRUCK PARKING STRUCTURE IS USED PREDOMINANTLY AS A STORAGE FACILITY WITH NO OCCUPIABLE SPACE.

EMPLOYEES HAVE ACCESS TO RESTROOM FACILITY AT ADJACENT MAINTENANCE BUILDING.

A 6/01/20 30% DESIGN SUBMITTAL

C P

NUMBER OF OCCUPANTS

ROOM NAME

AREA

COMMON PATH

OF TRAVEL

TRAVEL

DISTANCE

EGRESS

PATH

COMMON PATH

TERMINATION

POINT

EXIT DOOR

NAME

111SF

GENERAL NOTES

1. REFER TO ARCHITECTURAL LEGEND FOR ADDITIONAL

INFORMATION REGARDING SYMBOLS AND

ABBREVIATIONS.

2. REFER TO AG003 FOR LIFE SAFETY NARRATIVE AND

BUILDING CODE ANALYSIS.

3. REFER TO THE ELECTRICAL LIGHTING PLANS FOR

LOCATION OF EXIT SIGNS AND EMERGENCY

LIGHTING.

4. REFER TO THE FIRE SUPPRESSION AND ALARM

PLANS FOR LOCATION OF FIRE PROTECTION

DEVICES.

5. FINAL LOCATIONS OF FIRE EXTINGUISHERS AND

HOSE REELS SHALL BE APPROVED BY THE AHJ PRIOR

TO INSTALLATION.

ROOM OCCUPANCY TAG

EGRESS PATH

TERMINATION OF

DEAD END

CORRIDOR

DEAD END DISTANCE

DEAD END CORRIDOR

100'

100'CP:666'

A:B:C: TYPE DRY CHEMICAL

2A-20B-C

B:C TYPE DRY CHEMICAL

40B:C

CLEAN AGENT

2a:10B:C

CO2 EXTINGUISHER

2A:10B:C

WATER EXTINGUISHER

2A:10B

PORTABLE FIRE EXTINGUISHERS AND HOSE REELS

FE:SR

EXTINGUISHER /HOSE

REEL TYPE

EXTINGUISHER/HOSE

REEL MOUNTING

-FE: FIRE EXTINGUISHER

-SR: SEMI-RECESSED CABINET

-BR: BRACKET MOUNTED

-HR: HOSE REEL

-SM: SURFACE MOUNT CABINET

-FR: FULLY RECESSED CABINET

HR:SM

WET-PIPE HOSE REEL

DRY-PIPE HOSE REEL

COMBINATION

EXTINGUISHER HOSE REEL

CLEAR WIDTH

EXIT CAPACITY

OCCUPANTS SERVED

REQUIRED WIDTH

36"

22"

44" 44"

DOOR EGRESS TAG STAIR EGRESS TAG

89'CP:0'

33.5" 32"

89'CP:0'

8470 SF

TRUCK BAY

R A

M P

P E

E W

R A

M P

P E

R A

M P

P E

E W

R A

M P

P E

MOUNT FIRE EXTINGUISHER

TO THE NEAREST STRUCTURAL

COLUMN

33.5" 32"

MOUNT FIRE EXTINGUISHER

TO THE NEAREST STRUCTURAL

COLUMN

MOUNT FIRE EXTINGUISHER

TO THE NEAREST STRUCTURAL

COLUMN

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Expires 06/30/23

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

DESIGNED

WESTERN AREA POWER ADMINISTRATION

7/2/20

LS1027/1/20

OVERALL LIFE SAFETY PLAN

TC KHO Approver

LS102

GROUND FLOOR PLAN - LIFE

SAFETY

1 PERSON / 200 SF NETPARKING ('U' OCCUPANCY)NORTH

A 6/01/20 30% DESIGN SUBMITTAL

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED

OTHERWISE.

2. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO

STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE

OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

3. WHEN CONSTRUCTION WORK IS RESTRICTED TO BEING PERFORMED WITHIN

EASEMENTS, CONTRACTOR SHALL CONFINE WORK WITHIN THE PERMANENT AND

TEMPORARY EASEMENTS.

4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

LOCAL AND GOVERNMENT REGULATORY AGENCIES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS

REQUIRED BY ALL AGENCIES HAVING JURISDICTION.

6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT.

7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER

USING QUALITY MATERIALS.

8. CONTRACTOR SHALL LOCATE ALL CONSTRUCTION TRAILERS AND STORE ALL

MATERIALS NOT BEING WORKED IN A DESIGNATED "LAY-DOWN" AREA; LOCATION

TO BE DETERMINED BY CONTRACTOR AND APPROVED BY OWNER. CONTRACTOR

SHALL BE FULLY RESPONSIBLE FOR SECURITY ON THE CONSTRUCTION SITE

DURING CONSTRUCTION.

9. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS,

AND ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION

PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE

NOTED. THIS INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY

FEATURES THAT WERE REVEALED DURING CONSTRUCTION.

10. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES

SHOWN HEREIN ARE THE BEST ESTIMATE AVAILABLE. THE ENGINEER DOES NOT

WARRANT THE COMPLETENESS OR CORRECTNESS OF THE LOCATIONS. IT SHALL

BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT IN PLACE OR REPAIR

ALL UTILITIES IDENTIFIED ON THESE DRAWINGS. CONTRACTOR SHALL EXERCISE

REASONABLE DILIGENCE DURING EXCAVATION IN ALL AREAS. CONTRACTOR MAY

POT-HOLE TO LOCATE UNDERGROUND INSTALLATIONS AT HIS OWN EXPENSE

PRIOR TO COMMENCING EXCAVATION.

11. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO

FACILITATE CONSTRUCTION OF PROPOSED FACILITIES. GROUNDWATER LEVELS

SHALL BE MAINTAINED BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE

EXCAVATION DURING INSTALLATION. CONTRACTOR IS REQUIRED TO SECURE

DEWATERING DISPOSAL SITES AND REQUIRED AGENCY PERMITS.

12. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD

DRAWINGS SHALL BE SUBMITTED TO THE OWNER.

13. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE

RESPONSIBLE FOR KEEPING TRACK OF ANY APPROVED FIELD CONSTRUCTION

REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION

DRAWINGS. THESE REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS

OF COMPLETED CONSTRUCTION.

14. WHENEVER MATERIAL OR A PIECE OF EQUIPMENT IS REFERRED TO ON THE

PLANS BY THE MANUFACTURER'S BRAND NAME, SYMBOL OR CATALOG NUMBER,

IT SHALL BE UNDERSTOOD TO INDICATE ITS TYPE, STYLE AND QUALITY, AND NOT

NECESSARILY ITS MANUFACTURER. CONTRACTOR MAY REQUEST A

SUBSTITUTION OF MATERIAL OR EQUIPMENT. CONTRACTOR SHALL PROVIDE A

SUBMITTAL PER THE SPECIFICATIONS INCLUDING ALL INFORMATION REQUIRED

BY THE ENGINEER TO DETERMINE THE ACCEPTABILITY OF THE PROPOSED

SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REVISIONS AND

ALTERATIONS NECESSARY TO INSTALL SUBSTITUTED MATERIAL OR EQUIPMENT

AT NO ADDITIONAL EXPENSE TO THE OWNER.

DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE

DISPOSED OF OFF SITE.

2. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH UNLESS

SPECIFIED OTHERWISE.

3. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO

PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.

4. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE

REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.

5. CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER

PRACTICABLE. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF

EXCAVATION.

6. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE

REMOVED SHALL BE PROTECTED FROM DEMOLITION OR OTHER CONSTRUCTION

ACTIVITIES.

7. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED

SOILS THOUGHT TO CONTAIN PETROLEUM-BASED/CONTAMINATED/HAZARDOUS

SUBSTANCES. CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS.

SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT

SPECIFICATIONS. CONTRACTOR SHALL COORDINATE REMOVAL OF

PETROLEUM-BASED/CONTAMINATED/HAZARDOUS MATERIALS WITH OWNER.

8. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE UTILITY PRIOR TO

REMOVAL OF EXISTING UTILITIES IN SERVICE.

9. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

UTILITIES TO MAINTAIN SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL

RELOCATIONS SHALL BE COORDINATED WITH THE OWNER AND UTILITY.

10. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING

SHALL BE INSPECTED AND APPROVED BY THE ENGINEER OR APPLICABLE UTILITY

INSPECTOR.

11. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND ALL

BOXES/LIDS SHALL BE ADJUSTED TO FINISH GRADE.

12. IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE PORTION OF

EXISTING ABANDONED LINES TO REMAIN SHALL BE CAPPED OR PLUGGED AT

REMOVAL INTERFACE.

13. UTILITY STRUCTURES AND MANHOLES TO BE ABANDONED SHALL HAVE FRAME

AND COVER REMOVED, FILLED WITH SAND, AND BACKFILLED TO MEET

PROPOSED GRADE.

14. ALL UTILITIES EQUAL TO OR GREATER THAN 6 INCHES IN DIAMETER AND

INDICATED TO BE ABANDONED IN PLACE SHALL BE FILLED WITH A LOW

STRENGTH FLOWABLE FILL. END SECTIONS SHALL BE PLUGGED TO CONTAIN

FLOWABLE FILL. FLOWABLE FILL SHALL BE A CEMENT/SAND MIX WITH A

COMPRESSIVE STRENGTH OF 75-100 PSI.

15. ALL UTILITY SYSTEM STRUCTURES INDICATED TO BE ABANDONED IN PLACE

SHALL BE DISCONNECTED AND CAPPED.

16. CONTRACTOR SHALL MINIMIZE THE DISRUPTION OF DOMESTIC WATER AND

MAINTAIN WATER SUPPLY TO THE GREATEST EXTENT POSSIBLE. DEMOLITION OF

EXISTING MAINS SHALL NOT COMMENCE UNTIL NEW WATER MAINS ARE

COMPLETE AND OPERATIONAL.

EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION,

TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH

LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS FOR CONSTRUCTION.

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE

PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS

ACCEPTABLE TO THE CONTRACTOR.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE

ASSOCIATED UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING WITH

ANY EXCAVATION.

4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY

FOR PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN

PLACED AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS

SPECIFIED.

GRADING NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE,

AND FEDERAL PERMITS REQUIRED FOR STORM WATER POLLUTION PREVENTION

AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE

A STORM WATER POLLUTION PREVENTION PLAN FOR REVIEW BY THE OWNER.

THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S. ENVIRONMENTAL

PROTECTION AGENCY'S NPDES GENERAL PERMIT FOR STORM WATER

DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY (OTHERWISE KNOWN

AS THE CONSTRUCTION GENERAL PERMIT OF CGP) AND SUBMIT A "NOTICE OF

INTENT" (NOI) FOR PERMIT COVERAGE UNDER THE GENERAL PERMIT. THE CGP

DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER

REGULATIONS OR CONTRACT REQUIREMENTS REGARDING STORM WATER

POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO: PROTECTION OF

SURFACE WATERS, PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL,

PREVENTION OF TRACKING SOILS TO ADJACENT STREETS, FUEL CONTAINMENT,

SPILL CONTROL, ETC.

2. DESIGN ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR

STRUCTURE UNLESS INDICATED OTHERWISE.

3. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE

ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH

POINTS PRIOR TO BEGINNING CONSTRUCTION.

4. SURFACES AROUND THE FACILITY SHALL BE GRADED TO PROVIDE POSITIVE

DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS.

5. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK

LIMITS AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE

COURSE OF NEW PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER

COMPLETED WORKS.

6. ACCESSIBLE PARKING SHALL NOT HAVE A CROSS-SLOPE THAT EXCEEDS 2.00

PERCENT.

7. FINISH GRADE OF CONCRETE STOOPS AT BUILDING DOORWAYS SHALL MATCH

FINISH FLOOR OF BUILDING AND SLOPE AWAY FROM THE BUILDING AT 2.00

PERCENT UNLESS NOTED OTHERWISE.

8. ELEVATIONS IMMEDIATELY OUTSIDE PERSONNEL DOOR ADJACENT TO

FOUNDATION SHALL BE 0.04 FEET LOWER THAN FINISH FLOOR ELEVATION AT

DOOR.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL

APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND

EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS DAILY THROUGHOUT

THE PROJECT AND REMEDY ANY SAFETY CONCERNS IMMEDIATELY.

4. ANY TEMPORARY WASTE AREA SHALL BE APPROVED BY THE OWNER AND SHALL

BE KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT

PROPERLY MAINTAINED IS SUBJECT TO THE DIRECTION OF THE OWNER.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH

STATE AND LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING

FOR EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION

PREVENTION.

6. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL

ROUTES, STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO

CONTROL EROSION AND STORM WATER RUNOFF.

7. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

MOVEMENT RESULTING FROM WIND CONDITIONS.

8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO PROJECT SITE

OPERATIONS. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE

PROJECT SITE FROM ANY HAUL ROUTE OR WORK AREA REGARDLESS OF

SOURCE.

9. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM

CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE

PROJECT LIMITS.

10. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM

CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF

IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY

REQUIREMENTS AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING

CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OWNER.

11. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY

WATER LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING

PROPERTY, THE CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS

TO THE LOCAL FIRE AUTHORITY AND ALL OTHER EMERGENCY SERVICES.

UTILITY NOTES:

1. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE

FIELD VERIFIED.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW ALL WORK.

ANY QUESTIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION

OF THE ENGINEER.

3. THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE

FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, WHETHER

EXPLICITLY STATED OR NOT.

4. ALL VALVE CLOSURES AND OPENINGS SHALL BE COORDINATED WITH

BISMARCK PUBLIC WORKS DEPARTMENT (701-355-1700). THE

CONTRACTOR SHALL NOT OPERATE ANY EXISTING VALVES WITHOUT

PERMISSION FROM BISMARCK PUBLIC WORKS DEPARTMENT.

5. NOTIFICATION SHALL BE MADE TO THE FIRE DEPARTMENT PRIOR TO

SHUT-DOWNS. FIRE HYDRANTS TAKEN OUT OF SERVICE AS A RESULT OF

SHUT-DOWNS SHALL BE BAGGED AND THE FIRE DEPARTMENT NOTIFIED

DIRECTLY OF WHICH HYDRANTS ARE OUT OF SERVICE AND THE

EXPECTED DURATION OF THE OUTAGE.

6. THE CONTRACTOR SHALL BE AWARE OF UTILITY CROSSINGS IN THE

PROJECT AREA. CONTRACTOR SHALL CALL NORTH DAKOTA 811 PRIOR

TO ANY DIGGING TO LOCATE ANY UTILITIES IN PROJECT AREA.

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES WELL IN

ADVANCE TO ALLOW TIME FOR DESIGN MODIFICATIONS IF NECESSARY.

NO EXTRA PAYMENT WILL BE MADE TO LOCATE UTILITIES WHICH ARE

BLUE STAKED BUT NOT SHOWN ON THE PLANS.

7. WATER AND SANITARY SEWER SEPARATION SHALL BE ACCORDING TO

A.A.C. R18-1-1014.

8. ALL WATERLINES AND FITTINGS SHALL HAVE THE "NSF-PW" SEAL.

9. ALL MATERIALS AND PRODUCTS USED IN THE CONSTRUCTION OF THE

WATER SYSTEM SHALL CONFORM TO NSF STANDARD 61.

10. ALL MATERIALS AND PRODUCTS USED IN THE CONSTRUCTION OF THE

DOMESTIC WATER SYSTEM SHALL BE LEAD FREE AS DEFINED IN A.A.C.

R18-4-504 AND A.A.C. R18-1-101.

11. ALL WATER SYSTEMS SHALL BE PRESSURE TESTED ACCORDING TO

AWWA C600.

12. ALL WATER SYSTEMS SHALL BE DISINFECTED BY CHLORINATION

ACCORDING TO CONSTRUCTION SPECIFICATIONS FOR MUNICIPAL

PUBLICS WORKS IMPROVEMENTS BISMARCK, NORTH DAKOTA SECTION

901-3.6 DISINFECTION AND BACTERIOLOGICAL TESTING.

13. ALL PIPING AND CONDUIT INSTALLATION SHALL MAINTAIN A MINIMUM

COVER OF 4.5 FEET TO TOP OF PIPE.

14. ALL PIPING AND CONDUIT SHALL HAVE TRACER WIRE TAPED TO THE TOP

OF PIPE AND MARKING TAPE PLACED TWO FEET ABOVE THE PIPE ALONG

THE ENTIRE LENGTH.

15. THRUST BLOCKS SHALL BE INSTALLED PER CONSTRUCTION

SPECIFICATIONS FOR MUNICIPAL PUBLICS WORKS IMPROVEMENTS

BISMARCK, NORTH DAKOTA STANDARD DETAIL 900-1.

16. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REPAIRED

AND REPLACED TO THE SAME CONDITION THEY WERE PRIOR TO

CONSTRUCTION. AREAS INCLUDE BUT NOT LIMITED TO SIDEWALK,

CURB & GUTTER, DRIVEWAYS, FENCES, LANDSCAPING, ETC.

17. CONTRACTOR SHALL PROVIDE AND INSTALL A NEW METER BOX.

18. CONTRACTOR SHALL PLACE BLOW-OFFS AS NECESSARY TO TEST AND

DRAIN THE NEW WATERLINE.

C001

GENERAL CIVIL NOTES

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

7/2/2020

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

ASTM

BCF

BCHH

BVCE

BVCS

C-C

CIP

CL/C

CMP

CONC

CONST

DIA

DTL

DWG

EL/ELEV

ESMT

EVCE

EVCS

FND

AGGREGATE BASE

ASPHALT CONCRETE

AMERICAN SOCIETY FOR TESTING

AND MATERIALS

BRASS CAP FLUSH

BRASS CAP IN A HAND HOLE

BENCH MARK

BEGIN VERTICAL CURVE ELEVATION

BEGIN VERTICAL CURVE STATION

CENTER TO CENTER

CAST IRON PIPE

CENTERLINE

CORRUGATED METAL PIPE

CONCRETE

CONSTRUCTION

CONTROL POINT

CUBIC YARD

DIAMETER

DETAIL

DRAWING

EASTING

EACH

EXISTING GRADE

ELEVATION

EDGE OF PAVEMENT

EASEMENT

END VERTICAL CURVE ELEVATION

END VERTICAL CURVE STATION

EXISTING

FOUND

FINISHED GRADE ELEVATION

FLOWLINE

ABBREVIATIONS:

INV

MAX

MIN

NIC

NAD

NPI

NTS

OHE

OSHA

PCC

PRC

PROP

PSI

FEET

INVERT ELEVATION

JOINT

LINEAR FEET

LUMP SUM

LEFT

MAXIMUM

MANHOLE

MINIMUM

NOT IN CONTRACT

NORTHING

NORTH AMERICAN DATUM

NATURAL GRADE ELEVATION

NO PAY ITEM

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OVERHEAD ELECTRIC

OVERLAY

OCCUPATIONAL SAFETY AND HEALTH ACT

POINT OF CURVATURE

PORTLAND CEMENT CONCRETE OR

POINT OF COMPOUND CURVE

POINT OF INTERSECTION

PARKER-KALON SURVEY NAIL

PROPERTY LINE

POINT OF REVERSE CURVE

PROPOSED

POUNDS PER SQUARE INCH

RCP

PVMT

RGRCP

SHT

SHLDR

SPEC

STA

TOP

TOS

TYP

U.O.N.

POINT OF TANGENCY

REINFORCED CONCRETE PIPE

PAVEMENT

RUBBER GASKET REINFORCED CONCRETE PIPE

RADIUS POINT

RIGHT

SOUTH

STORM DRAIN

SQUARE FEET

SUBGRADE

SHEET

SHOULDER

SPECIFICATIONS

SQUARE YARD

STATION

TOP OF PAVEMENT

TOP OF SLAB

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL CURVE

WEST

LEGEND

FENCE

STORM DRAIN

WATER LINE

FIRE LINE

SEWER LINE

GAS LINE

ELECTRICAL DUCT

TELEPHONE LINE

SEWER MANHOLE

WATER VALVE

FIRE HYDRANT

EXISTING PROPOSED

WATER METER

DRAIN INLET

ELECTRICAL METER

TELEPHONE PEDESTAL

AIR CONDITIONING UNIT

PROPERTY LINE

F.H.

E E

FOUND BRASS CAP IN HANDHOLE

FOUND BRASS CAP FLUSH

FOUND REBAR

FLAG POLE

BOLLARD

POWER POLE

TRANSFORMER PAD

MHT

COMMUNICATION DUCT

C002

LEGEND & ABBREVIATIONS

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

U.S.B.R. BUILDING

F.F. ELEV.=1666.0

BUILDING NO. 1

BISMARCK

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

BUILDING NO. 2

GARAGE

F.F. ELEV.=1663.2

G N

O . 3

EXIST TRENCH DRAIN

EXIST FENCE

EXIST

PROPERTY

BOUNDARY EXIST

ASPHALT

EXIST CONCRETE

EXIST

CONCRETE

APRON

EXIST CONCRETE

CP100

CP101

CP102

CP103

CP104

EXIST

CONCRETE

APRON

EXIST

CONCRETE

APRON

EXIST RECESSED

TRUCK DOCK

40' UTILITY EASEMENT

SURVEY CONTROL POINT TABLE

POINT #

ELEVATION

1665.35

1662.74

1663.75

1665.07

1663.51

1667.37

NORTHING

418367.21

417789.34

418340.55

418531.86

417793.96

417869.62

EASTING

1910592.31

1910591.92

1909981.34

1909940.56

1909926.84

1909538.56

DESCRIPTION

CP100

CP101

CP102

CP103

CP104

CP105

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH 0

SCALE IN FEET

50' 100'

SURVEY CONTROL PLAN

LEGEND

SURVEY CONTROL POINT

SURVEY CONTROL NOTES:

1. CONTROL REFERENCES NORTH DAKOTA STATE PLAN COORDINATE SYSTEM,

SOUTH ZONE NAD 83 (2011) AND NORTH AMERICAN VERTICAL DATUM NAVD88.

2. SURVEY LOCATED AT THE SOUTHEAST QUARTER OF SECTION 35, T 139 N, R 80 W

OF THE 5TH P.M. IN THE CITY OF BISMARCK, BURLEIGH COUNTY, NORTH DAKOTA

WAS COMPLETED BY WHITE SHIELD, INC LAND SURVEYING ENVIRONMENTAL

SERVICES ON MAY 12, 2017.

3. CONTROL REFERENCES WERE ACCOMPLISHED BY SETTING TWO PRIMARY SITE

CONTROL POINTS FOR USE AS A PROJECT BASELINE, USING THE MIDSTATES

VIRTUAL REFERENCE STATION (VRS). EACH POINT WAS OBSERVED WITH A 180

EPOCH SHOT. FROM THE PRIMARY CONTROL BASELINE, FOUR SECONDARY

CONTROL POINTS WERE SET THROUGHOUT THE SITE USING A TRIMBLE S6

ROBOTIC TOTAL STATION. THESE CONTROL POINTS WERE OCCUPIED BY

CYLINDER TARGETS FOR SCANNER ORIENTATION DURING THE SCANNING

PROCESS. A TOTAL OF 66 SCANS WERE PERFORMED IN THE FIELD.

C003

SURVEY CONTROL PLAN

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

BUILDING NO. 1

BISMARCK

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

BUILDING NO. 2

GARAGE

F.F. ELEV.=1663.2

VEHICLE STORAGE

FACILITY

F.F. ELEV. =1667.5

CONSTRUCTION FENCE

EXIST RECESSED

TRUCK DOCK

.75

40' UTILITY EASEMENT

SITE ENTRANCE GATE

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH

ACCESS & SAFETY PLAN

LEGEND

SCALE IN FEET

20'10' 40'

C004

ACCESS & SAFETY PLAN

ACG

07/02/2020

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT, AND

DELIVERIES ARE ILLUSTRATED ON THIS DRAWING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE OFF-SITE HAUL ROUTES WITH THE OWNER. ACCESS ROUTES AND HAUL ROUTES

ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE OWNER AND MAY CHANGE BASED ON

OPERATIONAL REQUIREMENTS OF THE PROJECT SITE.

2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL ROUTES IN A

MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT AREAS, AND

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

RESPONSE TIME.

3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE SECURITY, OWNER'S FIRE DEPARTMENT, AND ALL OTHER EMERGENCY SERVICES

OF THE CLOSURE.

4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITIES ON A DAILY BASIS.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS

UNLESS COORDINATED OTHERWISE WITH THE OWNER.

6. CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE ENTIRE SITE

DURING CONSTRUCTION. FENCE SHALL BE LOCATED AS SHOWN FOR WORK TO BE COMPLETED

INSIDE OF TEMPORARY CONSTRUCTION FENCING.

7. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE STAGING AREA AND/OR CONTRACTOR PARKING LOTS AS APPROVED BY THE

OWNER.

8. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 24 HOURS TO THE OWNER REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES.

9. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE

SATISFACTION OF THE OWNER.

10. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE CONSTRUCTION LIMITS

UNLESS COORDINATED OTHERWISE WITH THE OWNER.

TRAFFIC CONTROL

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK AREA AND

ASSOCIATED ROADWAYS BY USING BARRICADES APPROVED BY THE OWNER.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM

WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT-TO-REMAIN.

5. NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION LIMITS.

6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 WEEK TO WAPA, SECURITY, FIRE

DEPARTMENT AND THE CONTRACTOR FOR ROAD CLOSURE PRIOR TO THE ROAD REQUIRING

CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR SHALL

REQUEST THE OWNER TO SCHEDULE AN INSPECTION.

8. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION EQUIPMENT OR

TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE OWNER.

ACCESS/HAUL ROUTE

CONSTRUCTION FENCE

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

BUILDING NO. 2

GARAGE

F.F. ELEV.=1663.2 E.

EXIST

ASPHALT

EXIST CONCRETE

EXIST ASPHALT

(TBR&R)

EXIST ABANDONED

WATER LINE (TBR)

EXIST COMMUNICATION

DUCT (TBA)

EXIST CONCRETE

(TBR&R)

EXIST ASPHALT

(TBR&R)

40' UTILITY EASEMENT

EXIST CONCRETE

(TBR&R)

EXIST COMMUNICATION

DUCT (DND)

EXIST WATER

LINE (DND)

EXIST ELECTRICAL

DUCT (DND)

EXIST STORM

PIPE (DND)

EXIST COMMUNICATION

DUCT (DND)

EXIST ELECTRICAL

DUCT (DND)

EXIST GAS LINE

(DND)

SAWCUT

LIMITS (TYP.)

N 418098.35 E 1910305.61

N 418098.25 E 1910297.61

N 418084.68 E 1910305.61

N 418077.02 E 1910297.61

N 418071.20 E 1910617.33

N 418063.19 E 1910617.33

N 418094.50 E 1910601.72

N 418094.51 E 1910437.57

N 418111.31 E 1910437.57

N 418112.15 E 1910371.29

N 418329.39 E 1910373.97 N 418329.10

E 1910380.10

N 418314.98 E 1910382.41

N 418305.90 E 1910525.80

N 418320.73 E 1910554.98

N 418320.73 E 1910593.89

N 418281.64 E 1910593.00

N 418166.44 E 1910658.95

N 418160.44 E 1910658.88

N 418166.68 E 1910645.44

N 418160.68 E 1910645.34

N 418177.96 E 1910644.87

N 418265.58 E 1910660.15

N 418265.82 E 1910647.16

N 418259.82 E 1910647.05

N 418259.59 E 1910660.08

N 418186.10 E 1910388.41

N 418182.98 E 1910354.47

N 418178.15 E 1910354.39

N 418177.86 E 1910372.33

N 418182.69 E 1910372.40

N 418249.70 E 1910373.46

N 418261.46 E 1910373.65

N 418261.51 E 1910355.71

N 418249.71 E 1910355.53

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH

DEMOLITION PLAN

LEGEND

DEMOLITION AREA

TO BE REMOVED

TO BE REMOVED AND REPLACED

TBR

TBR&R

DEMOLITION NOTES:

1. EXISTING FENCES TO BE PROTECTED. REMOVE

AND REPLACE FENCE WHERE REQUIRED TO

INSTALL NEW UTILITIES.

2. REFER TO C001 FOR ADDITIONAL DEMOLITION

AND UTILITY NOTES.

SCALE IN FEET

30' 60'

CD001

DEMOLTION PLAN

ACG

07/02/2020

TO BE ABANDONEDTBA

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

DO NOT DISTURBDND

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

VEHICLE STORAGE

FACILITY

F.F. ELEV. =1667.5

ASPHALT LIMITS

BOLLARD (TYP. OF 26)

CONCRETE APRON

5.0' SIDEWALK

EXIST RECESSED

TRUCK DOCK

EXIST CONCRETE

APRON

EXIST ASPHALT

SLOPED

CONC

PAVEMENT

SLOPED

CONC

PAVEMENT

SLOPED

CONC

PAVEMENT

5.0' RAMP

CONCRETE

DRAINAGE PAN

EXIST ASPHALT

REPLACE

CONCRETE

APRON

ROAD BASE LIMITS

6" VERTICAL

CURB 6" VERTICAL

CURB

6" VERTICAL

CURB

40' UTILITY EASEMENT

REPLACE

CONCRETE

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH

CIVIL SITE PLAN

LEGEND

6" ROAD BASE

CONCRETE PAVEMENT

BOLLARD

SCALE IN FEET

20'10' 40'

C501

C500

NOTES:

1. ISOLATION JOINTS SHALL BE USED BETWEEN CONCRETE

APRONS AND SLOPED CONCRETE PAVEMENTS. SEE

DETAIL 5 ON SHEET C500.

2. 24 FOOT MAXIMUM CONTROL JOINT SPACING FOR

CONCRETE APRONS.

3. 15 FOOT MAXIMUM CONSTRUCTION JOINT SPACING FOR

CONCRETE APRONS.

4. ALL CURBS HAVE TAPERED ENDS AT THE END OF THE

RAMPS/SIDEWALKS. SEE DETAIL 7 ON SHEET C501 FOR

TAPERED END DETAIL.

5. MATCH EXISTING CONCRETE THICKNESS FOR CONCRETE

REPLACEMENTS.

CS001

CIVIL SITE PLAN

ACG

07/02/2020

4" ASPHALT PAVEMENT

C501

B 06/23/20 90% DESIGN REVIEW

0 07/02/20 ISSUED FOR CONSTRUCTION

A 06/02/20 30% DESIGN REVIEW

C501

C500

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

VEHICLE STORAGE

FACILITY

F.F. ELEV. =1667.5

1 2

3 4

27 28 29 30 31 32

34 35 36 37 38 39

EXIST RECESSED

TRUCK DOCK

EXIST CONCRETE

APRON

EXIST ASPHALT

R62'

EXIST ASPHALT

65 66

73 74 75 76 77 78

7980818283

85 86

90 91

95 96

40' UTILITY EASEMENT

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH

CIVIL POINT CONTROL PLAN

LEGEND

CONCRETE PAVEMENT

BOLLARD

SCALE IN FEET

20'10' 40'

ROAD BASE

NOTES:

1. SEE SHEET CS003 FOR POINT TABLE.

CS002

CIVIL POINT CONTROL PLAN

ACG

07/02/2020

APHALT PAVEMENT

B 06/23/20 90% DESIGN REVIEW

CONTROL POINT TABLE

POINT #

ELEVATION

1667.02

1667.50

1666.00

1667.50

1666.00

1667.10

1666.44

1665.01

1667.50

1667.35

1667.25

1667.50

1666.50

1667.50

1663.92

1667.48

1667.43

1667.42

1667.69

1664.64

1665.69

1663.87

1664.95

1665.16

1667.13

1667.51

1666.00

1667.50

NORTHING

418286.83

418256.83

418176.41

418146.41

418176.41

418146.41

418253.42

418165.16

418112.00

418252.87

418227.37

418205.87

418180.37

418252.87

418247.37

418227.37

418205.87

418185.87

418180.37

418094.50

418258.33

418174.91

418318.64

418378.30

418374.40

418094.50

418094.51

418111.31

418112.15

418281.87

418146.41

418185.87

418247.37

EASTING

1910443.13

1910552.55

1910443.13

1910552.55

1910443.13

1910552.55

1910403.16

1910456.32

1910438.13

1910443.13

1910443.12

1910552.55

1910557.55

1910552.55

1910593.60

1910462.67

1910481.67

1910497.67

1910514.67

1910530.67

1910545.67

1910448.00

1910462.67

1910481.67

1910497.67

1910514.67

1910530.67

1910545.67

1910198.21

1910241.47

1910603.62

1910601.72

1910437.50

1910437.57

1910371.29

1910373.97

1910441.13

1910438.13

DESCRIPTION

CONC APRON CORNER

BLDG CORNER

CONC APRON CORNER

BLDG CORNER

CONC APRON CORNER

CONC DP BEGIN

CONC DP BEND

CONC DP END

CONC SW CORNER

CONC SW RAMP CORNER

ASPHALT CORNER

BOLLARD

ROAD BASE CORNER

ASPHALT CORNER

SLOPED CONC CORNER

CONC SW CORNER

CONTROL POINT TABLE

POINT #

ELEVATION

1666.81

1666.30

1666.38

1666.36

1666.41

1666.65

1667.03

1667.25

1666.00

1666.17

1666.50

1667.02

1667.03

1667.14

1667.04

1667.48

1667.37

1667.52

1667.42

1667.48

1667.42

1666.64

1667.01

1666.63

1666.82

1663.26

1664.00

1663.01

1667.25

1667.50

1666.50

1667.50

NORTHING

418320.73

418374.49

418374.71

418373.49

418329.39

418335.72

418180.37

418205.87

418146.41

418179.87

418205.87

418227.37

418253.37

418286.83

418178.15

418177.86

418182.69

418182.98

418249.71

418249.70

418261.51

418261.46

418258.33

418174.91

418320.73

418098.25

418098.35

418077.02

418084.68

418071.81

418066.10

418066.32

418063.19

418205.87

418179.87

418205.87

418227.37

418253.37

EASTING

1910593.89

1910595.13

1910574.83

1910575.02

1910373.97

1910241.71

1910436.13

1910554.55

1910562.05

1910554.55

1910354.39

1910372.33

1910372.40

1910354.47

1910355.53

1910373.46

1910355.71

1910373.65

1910448.00

1910467.00

1910483.00

1910500.00

1910516.00

1910533.00

1910516.00

1910500.00

1910483.00

1910467.00

1910554.98

1910297.61

1910305.61

1910297.61

1910305.61

1910603.18

1910603.45

1910617.33

1910437.63

1910443.13

1910552.55

1910558.05

DESCRIPTION

ASPHALT CORNER

ROAD BASE CORNER

ASPHALT CORNER

ROAD BASE CORNER

SLOPED CONC CORNER

CONC CORNER

BOLLARD

ASPHALT CORNER

CONC SW CURB

CONTROL POINT TABLE

POINT #

ELEVATION

1667.50

1664.36

1664.22

1663.57

1663.43

1663.00

1667.45

1667.47

NORTHING

418253.37

418265.82

418259.82

418265.59

418259.59

418166.68

418160.68

418166.44

418160.44

418254.87

418247.37

EASTING

1910552.55

1910647.16

1910647.05

1910660.15

1910660.08

1910645.44

1910645.34

1910658.95

1910658.88

1910436.13

DESCRIPTION

CONC SW CURB

CONC CORNER

BOLLARD

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NOTES:

1. SEE SHEET CS002 FOR POINT CONTROL PLAN.

2. ELEVATIONS SHOWN DEPICT THE TOP OF PAVEMENT, GRAVEL, OR

FINISH GRADE ONLY. FINISH FLOOR, EQUIPMENT PAD, AND OTHER

STRUCTURAL ITEMS REFER TO STRUCTURAL DRAWINGS FOR TOP OF

CONCRETE ELEVATIONS

CS003

CIVIL POINT CONTROL TABLE

ACG

07/02/2020

B 06/23/20 90% DESIGN REVIEW

MAINTENANCE

BUILDING

F.F. ELEV.=1667.45

VEHICLE STORAGE

FACILITY

F.F. ELEV. =1667.5

6"x36" SADDLE TAP TEE N = 418233.04 E = 1910645.61

SANITARY

SEWER MANHOLE

N = 418213.27 E = 1910625.09

RIM ELEV = 1664.22

INV (W) = 1660.70

INV (N) = 1660.21 (APPROX.)

INV (S) = 1660.26 (APPROX.)500 GAL OIL/WATER

INTERCEPTOR

N = 418211.88

E = 1910559.90

6"x2"x6" TEE N = 418233.04

E = 1910637.16

ISOLATION VALVE

COMM VAULT (SEE ELEC)

N = 418176.46

E = 1910434.59

EXIST COMM VAULT

(FIELD VERIFY)

N = 418068.31 E = 1910619.93

ELEC POWER TIE INTO

BLDG (SEE ELEC)

N = 418258.38 E = 1910355.66

COMM TIE INTO

BLDG (SEE ELEC)

N = 418098.30 E = 1910301.61

ELEC POWER TIE INTO

BLDG (SEE ELEC)

N = 418231.35 E = 1910443.13

2" TYPE K HARD COPPER WATER

TIE INTO BLDG (SEE MECH)

N = 418202.89 E = 1910554.96

6" PVC FIRE WATER TIE INTO

BLDG (SEE FIRE PROTECTION)

N = 418233.04 E = 1910553.00

COMM BEND

N = 418080.85

E = 1910301.61

2" TYPE K HARD COPPER WATER

90° BEND

N = 418202.89 E = 1910637.16

4" CAST IRON SANITARY SEWER

TIE INTO BLDG (SEE MECH)

N = 418209.40 E = 1910556.52

INV = 1662.6875

8" PVC UNDERDRAIN

DAYLIGHT

N = 418163.81 E = 1910663.78

INV = 1662.45

8" PVC UNDERDRAIN

DAYLIGHT

N = 418262.43 E = 1910666.25

INV = 1662.47

8" PVC UNDERDRAIN

90° BEND

N = 418163.81 E = 1910465.84

INV = 1663.44

8" PVC UNDERDRAIN

90° BEND

N = 418163.81 E = 1910498.84

INV = 1663.27

8" PVC UNDERDRAIN

90° BEND

N = 418163.81 E = 1910531.84

INV = 1663.11

8" PVC UNDERDRAIN

90° BEND

N = 418262.43 E = 1910465.84

INV = 1663.47

8" PVC UNDERDRAIN

90° BEND

N = 418262.43 E = 1910498.84

INV = 1663.31

8" PVC UNDERDRAIN

90° BEND

N = 418262.43 E = 1910531.84

INV = 1663.14

EXIST 36" WATER MAIN

EXIST 8" SANITARY SEWER

EXIST 3" GAS LINE40' UTILITY EASEMENT

BSM

HEADQUARTERS - LAKEWOOD, COLORADO

BISMARCK O & M SERVICE CENTER

VEHICLE STORAGE BLDG N0.4

NORTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

EAC

DESIGNED

WESTERN AREA POWER ADMINISTRATION

NORTH

CIVIL UTILITY PLAN

COMMUNICATIONS

LEGEND

ELEC POWER

SANITARY SEWER

WATER

SCALE IN FEET

20'10' 40'

FIRE PROTECTION

NOTES:

1. ALL WATER SERVICES MUST BE A MINIMUM DEPTH OF 7.5' BELOW

FINISHED GRADE WITH A STOP FITTED WITH A BOX SET AT A LOCATION

SPECIFIED BY THE CITY ENGINEER. CURB STOPS MUST BE THE STOP

AND WASTE TYPE UNLESS OTHERWISE SPECIFIED BY THE CITY

ENGINEER. CURB STOPS MUST BE EQUIPPED WITH EXTENSION BOXES

NOT LESS THAN TWO INCHES IN DIAMETER, WITH MUELLER BOXES, OR

THEIR APPROVED EQUAL ADJUSTED TO GRADE.

2. PRIVATE FIRE PROTECTION SERVICES MUST BE CONTROLLED BY A

GATE VALVE PLACED IN THE STREET AS NEAR THE UTILITY AS

PRACTICABLE. VALVES MUST BE A STANDARD TYPE AND HAVE A

SUBSTANTIAL VALVE BOX FITTED WITH A COVER WITH THE

DIRECTIONS FOR OPENING OR CLOSING PLAINLY MARKED UPON IT.

3. ANY WATER METER TWO INCHES IN SIZE OR OVER SHALL HAVE A

BYPASS AND SHALL HAVE A SUITABLE VALVE ON EITHER SIDE OF THE

METER AND A VALVE ON THE BYPASS. TITLE 11 8 EACH BYPASS SHALL

BE SEALED WITH A SEAL AFFIXED BY THE CITY OF BISMARCK AND

SUCH SEALS SHALL NOT BE REMOVED.

4. 4-INCH DOUBLE CLEANOUTS SHALL BE INSTALLED ON EITHER SIDE OF

THE OIL/WATER SEPARATOR. SEE DETAIL 9 ON SHEET C500.

5. SEE DETAIL 3 ON SHEET C501 FOR CITY OF BISMARCK SANITARY

SEWER MANHOLE DETAIL.

6. SEE DETAIL 2 ON SHEET C501 FOR ISOLATION VALVE DETAIL.

7. ALL UTILITIES TO BE BURIED IN UTILITY TRENCH. SEE DETAIL 4 ON

SHEET C501 FOR UTILITY TRENCH DETAIL.

8. SEE DETAIL 6 ON SHEET C501 FOR DOWNSPOUT AND…

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