05. SFC Project Drawings.pdf

SECTION C

DESCRIPTION/SPECIFICATIONS

Solicitation No. 89503421BWA000023 Spec. No. 21WC139216-1015

SIOUX FALLS O & M SERVICE CENTER

MAINTENANCE OFFICE AND GARAGE

SOUTH DAKOTA

SIOUX FALLS O&M SERVICE CENTER

MAINTENANCE OFFICE AND GARAGE

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. SFC 1000 – Cover Sheet

2. SFC 1001 – Sheet Index

Life Safety Sheet List:

3. SFC 1002 – Life Safety Code and Criteria

4. SFC 1003 – Overall Life Safety Plan

Civil Sheet List:

5. SFC 2000 – Civil General Notes

6. SFC 2001 – Legend & Abbreviations

7. SFC 2002 – Existing Conditions Plan

8. SFC 2003 – Demolition Plan

9. SFC 2004 – Site Plan

10. SFC 2005 – Civil Point Control Plan

11. SFC 2006 – Civil Point Control Table

12. SFC 2007 – Utility Plan I

13. SFC 2008 – Utility Plan Ii

14. SFC 2009 – Grading Plan I

15. SFC 2010 – Grading Plan II

16. SFC 2011 – Erosion & Sediment Control Plan

17. SFC 2012 – Civil Site Details I

18. SFC 2013 – Civil Site Details II

19. SFC 2014 – Civil Site Details III

20. SFC 2015 – Erosion & Sediment Control Details I

21. SFC 2016 – Erosion & Sediment Control Details II

Architecture Sheet List:

22. SFC 3024 – Architectural Legend & Abbreviations

23. SFC 3025 – Architectural General Notes

24. SFC 3026 – Ground Floor Plan

25. SFC 3027 – Roof Plan

26. SFC 3028 – Reflected Ceiling Plan

27. SFC 3029 – Exterior Building Excavations 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

28. SFC 3030 – Exterior Building Elevations

29. SFC 3031 – Building Sections

30. SFC 3032 – Wall Sections

31. SFC 3033 – Wall and Canopy Sections & Details

32. SFC 3034 – Enlarged Plans and Interior Elevations

33. SFC 3035 – Door Schedule and Door & Window

Types

34. SFC 3036 – Partition Types

35. SFC 3037 – Millwork Sections

36. SFC 3038 – ADA and General Mounting

Height Information

37. SFC 3039 – Door, Window & Louver Details

38. SFC 3040 – Door, Window and Misc. Details

39. SFC 3041 – Interior Partition Details

40. SFC 3042 – Typical Wall Penetrations Details

41. SFC 3043 – Ceiling Details

42. SFC 3045 – Roof & Wall Penetration Details

43. SFC 3046 – Roof & Wall Details

44. SFC 3047 – Finish Floor Plan

45. SFC 3048 – Room Finish Schedule

46. SFC 3049 – Furniture Layout Plan (N.I.C.)

Structural Sheet List:

47. SFC 3200 – General Notes

48. SFC 3201 – Special Inspections Sheet I

49. SFC 3202 – Special Inspections Sheet II

50. SFC 3203 – Standard Concrete Notes and Details I

51. SFC 3204 – Standard Concrete Notes and Details II

52. SFC 3205 – Standard Concrete Notes and Details III

53. SFC 3206 – Foundation Plan

54. SFC 3207 – Slab Plan

55. SFC 3208 – Slab Joint Plan

56. SFC 3209 – Foundation Sections & Details I

57. SFC 3210 – Foundation Sections & Details Ii

58. SFC 3211 – Building Sections & Details I

Mechanical Sheet List:

59. SFC 3300 – Mechanical General Notes, Symbols, and Abbreviations

60. SFC 3301 Rev. 1 - Mechanical Floor Plan

61. SFC 3302 - Mechanical Roof Plan

62. SFC 3303 - Mechanical Underground Piping Plan

63. SFC 3304 - Mechanical Aboveground Piping Plan

64. SFC 3305 - Mechanical Enlarged Plans

65. SFC 3306 – Mechanical Details I

66. SFC 3307 – Mechanical Details II

67. SFC 3308 – Mechanical Details III

68. SFC 3309 Rev. 1 – Mechanical Schedules I

69. SFC 3310 Rev. 1 – Mechanical Schedules II

70. SFC 3311 – Mechanical Controls I

71. SFC 3312- Mechanical Controls II

72. SFC 3313 Rev. 1 – Mechanical Airflow Diagrams

Plumbing Sheet List:

73. SFC 3314 – Plumbing General Notes, Symbols, and Abbreviations

74. SFC 3315 – Plumbing Underground Plan

75. SFC 3316 – Plumbing Aboveground Plan

76. SFC 3317 - Plumbing Enlarged Plans

77. SFC 3318 – Plumbing Details I

78. SFC 3319 – Plumbing Details II

79. SFC 3320 – Plumbing Schedules I

80. SFC 3321 – Plumbing Schedules II

81. SFC 3322 – Plumbing Domestic Water Riser Diagram

82. SFC 3323 – Plumbing Wastevent Riser Diagram

Fire Alarm Sheet List:

83. SFC 3500 – Fire Alarm Notes, Legend and Abbreviations

84. SFC 3501 – Fire Alarm Plan

85. SFC 3502 – Fire Alarm One-Line Diagram

Electrical Sheet List:

86. SFC 3400 – Electrical Legend

87. SFC 3401 – Grounding Plan

88. SFC 3402 – Power and Communication Plan

89. SFC 3403 – Power Plan - Roof

90. SFC 3404 – Lighting Plan

91. SFC 3405 – Electrical Details

92. SFC 3406 – Electrical Details

93. SFC 3407 Rev. 1 – Electrical Equipment & Panel Schedule

94. SFC 3408 – Electrical Site Plan

95. SFC 3409 – Electrical One-Line Diagram

96. SFC 3410 – Lighting Comcheck

97. SFC 3411 – Lighting Comcheck

PROJECT DESCRIPTION:

APPROXIMATELY 7,712 SF SINGLE STORY "GREEN FIELD" MAINTENANCE

OFFICE AND GARAGE FACILITY. IT IS A PRE-ENGINEERED METAL BUILDING

(62' X 116') + (20' X 26') TO HOUSE FOUR (4) VEHICLE PARKING BAYS, ONE (1)

DRIVE-THRU BAY AND MAINTENANCE OFFICES .

SFC

HEADQUARTERS - LAKEWOOD, COLORADO

SIOUX FALLS O & M SERVICE CENTER

MAINTENANCE OFFICE & GARAGE

SOUTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

1000JANUARY 20 2021

COVER SHEET

TCK PJV

WAPA - SIOUX FALLS O & M SERVICE CENTER

SIOUX FALLS SUBSTATION

4400 NORTH TIMBERLINE AVENUE

ARCHITECTURE, CIVIL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE, STRUCTURAL

ISSUED FOR CONSTRUCTION

DATE: 1/20/21 BURNS & McDONNELL

9785 MAROON CIRCLE, SUITE 400

CENTENNIAL, CO 80112

TEL: 720-592-3451

ARCHITECTURE, CIVIL, MECHANICAL, PLUMBING,

ELECTRICAL, FIRE, STRUCTURAL

PROJECT TEAM

MAINTENANCE OFFICE & GARAGE

(BMCD JOB NUMBER: 125861)

BRANDON, SD 57005-0918

0 1/20/21 ISSUED FOR CONSTRUCTION

THONG C.

KHO

57834

R E

G I

S

T E

R E D A R C

H

I T

E C

T

A

R I Z O N A U . S

. A

C E

R

T I F I C A T E

N O

D a t e S i g n e d _ _ _ _ _ _

R E

G I

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T E

R E D A R C

H

I T

E C

T

C E

R

T I F I C A T E

N O

D a t e S i g n e d _ _ _ _ _ _

A

R I Z O N A U . S

. A

Expires 06/30/23 SFC

HEADQUARTERS - LAKEWOOD, COLORADO

SIOUX FALLS O & M SERVICE CENTER

MAINTENANCE OFFICE & GARAGE

SOUTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

1/20/21

1001JANUARY 20 2021

SHEET INDEX

TCK PJV

ARCHITECTURE SHEET LIST

22 3024 ARCHITECTURAL LEGEND & ABBREVIATIONS 0

23 3025 ARCHITECTURAL GENERAL NOTES 0

24 3026 GROUND FLOOR PLAN 0

25 3027 ROOF PLAN 0

26 3028 REFLECTED CEILING PLAN 0

27 3029 EXTERIOR BUILDING ELEVATIONS 0

28 3030 EXTERIOR BUILDING ELEVATIONS 0

29 3031 BUILDING SECTIONS 0

30 3032 WALL SECTIONS 0

31 3033 WALL AND CANOPY SECTIONS & DETAILS 0

32 3034 ENLARGED PLANS AND INTERIOR ELEVATIONS 0

33 3035 DOOR SCHEDULE AND DOOR & WINDOW TYPES 0

34 3036 PARTITION TYPES 0

35 3037 MILLWORK SECTIONS 0

36 3038 ADA AND GENERAL MOUNTING HEIGHT INFORMATION 0

37 3039 DOOR, WINDOW & LOUVER DETAILS 0

38 3040 DOOR, WINDOW AND MISC DETAILS 0

39 3041 INTERIOR PARTITION DETAILS 0

40 3042 TYPICAL WALL PENETRATION DETAILS 0

41 3043 CEILING DETAILS 0

42 3045 ROOF & WALL PENETRATION DETAILS 0

43 3046 ROOF & WALL DETAILS 0

44 3047 FINISH FLOOR PLAN 0

45 3048 ROOM FINISH SCHEDULE 0

46 3049 FURNITURE LAYOUT PLAN (N.I.C.) 0

LIFE SAFETY SHEET LIST

3 1002 LIFE SAFETY CODE AND CRITERIA 0

4 1003 OVERALL LIFE SAFETY PLAN 0

GENERAL SHEET LIST

Sheet Order

Sheet Number Sheet Name

Current Revision

1 1000 COVER SHEET 0

2 1001 SHEET INDEX 0

ELECTRICAL SHEET LIST

3400 ELECTRICAL LEGEND 0

3401 GROUNDING PLAN 0

3402 POWER AND COMMUNICATION PLAN 0

3403 POWER PLAN - ROOF 0

3404 LIGHTING PLAN 0

3405 ELECTRICAL DETAILS 0

3406 ELECTRICAL DETAILS

3407 ELECTRICAL EQUIPMENT & PANEL SCHEDULE 0

3408 ELECTRICAL SITE PLAN 0

3409 ELECTRICAL ONE-LINE DIAGRAM 0

3410 LIGHTING COMCHECK 0

3411 LIGHTING COMCHECK 0

PLUMBING SHEET LIST

73 3314 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS 0

74 3315 PLUMBING UNDERGROUND PLAN 0

75 3316 PLUMBING ABOVEGROUND PLAN 0

76 3317 PLUMBING ENLARGED PLANS 0

77 3318 PLUMBING DETAILS I 0

78 3319 PLUMBING DETAILS II 0

79 3320 PLUMBING SCHEDULES I 0

80 3321 PLUMBING SCHEDULES II 0

81 3322 PLUMBING DOMESTIC WATER RISER DIAGRAM 0

82 3323 PLUMBING WASTE/VENT RISER DIAGRAM 0

MECHANICAL SHEET LIST

Sheet Order

Sheet Number Sheet Name

Current Revision

59 3300 MECHANICAL GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

60 3301 MECHANICAL FLOOR PLAN 0

61 3302 MECHANICAL ROOF PLAN 0

62 3303 MECHANICAL UNDERGROUND PIPING PLAN 0

63 3304 MECHANICAL ABOVEGROUND PIPING PLAN 0

64 3305 MECHANICAL ENLARGED PLANS 0

65 3306 MECHANICAL DETAILS I 0

66 3307 MECHANICAL DETAILS II 0

67 3308 MECHANICAL DETAILS III 0

68 3309 MECHANICAL SCHEDULES I 0

69 3310 MECHANICAL SCHEDULES II 0

70 3311 MECHANICAL CONTROLS I 0

71 3312 MECHANICAL CONTROLS II 0

72 3313 MECHANICAL AIRFLOW DIAGRAMS 0

FIRE ALARM SHEET LIST

3500 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS 0

3501 FIRE ALARM PLAN 0

3502 FIRE ALARM ONE-LINE DIAGRAM 0

STRUCTURAL SHEET LIST

3200 GENERAL NOTES 0

3201 SPECIAL INSPECTIONS SHEET I 0

3202 SPECIAL INSPECTIONS SHEET II 0

3203 STANDARD CONCRETE NOTES AND DETAILS I 0

3204 STANDARD CONCRETE NOTES AND DETAILS II 0

3205 STANDARD CONCRETE NOTES AND DETAILS III 0

3206 FOUNDATION PLAN 0

3207 SLAB PLAN 0

3208 SLAB JOINT PLAN 0

3209 FOUNDATION SECTIONS & DETAILS I 0

3210 FOUNDATION SECTIONS & DETAILS II 0

3211 BUILDING SECTIONS & DETAILS I 0

CIVIL SHEET LIST

5 2000 CIVIL GENERAL NOTES

6 2001 LEGEND & ABBREVIATIONS

7 2002 EXISTING CONDITIONS PLAN

8 2003 DEMOLITION PLAN

9 2004 SITE PLAN

10 2005 CIVIL POINT CONTROL PLAN

11 2006 CIVIL POINT CONTROL TABLE

12 2007 UTILITY PLAN I

13 2008 UTILITY PLAN II

14 2009 GRADING PLAN I

15 2010 GRADING PLAN II

16 2011 EROSION & SEDIMENT CONTROL PLAN

17 2012 CIVIL DETAILS I

18 2013 CIVIL DETAILS II

19 2014 CIVIL DETAILS III

20 2015 EROSION & SEDIMENT CONTROL DETAILS I

21 2016 EROSION & SEDIMENT CONTROL DETAILS II

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

0 1/20/21 ISSUED FOR CONSTRUCTION

O

SFC

HEADQUARTERS - LAKEWOOD, COLORADO

SIOUX FALLS O & M SERVICE CENTER

MAINTENANCE OFFICE & GARAGE

SOUTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

1002JANUARY 20 2021

LIFE SAFETY CODE AND CRITERIA

TCK PJV

1. APPLICABLE CODES AND STANDARDS

ABBREVIATIONS TITLE EDITION

IBC INTERNATIONAL BUILDING CODE 2018

IMC INTERNATIONAL MECHANICAL CODE 2018

UPC UNIFORM PLUMBING CODE 2015

NEC UNIFORM ELECTRIC CODE 2017

IFGC INTERNATIONAL FUEL GAS CODE 2018

IFC INTERNATIONAL FIRE CODE 2018

ADA AMERICANS WITH DISABILITIES ACT 2010

3. CLASSIFICATION OF OCCUPANCY

AREAS OCCUPANCY IBC

OPEN OFFICE, CIRCULATION, RESTROOMS, LOBBY,

BREAKROOM, FITNESS

BUSINESS, GROUP B 304.1

PARKING , LOW MAINTENANCE AND DRIVE-THROUGH LO WHAZARD STORAGE, GROUP S-2 311.3

8. MODIFIED ALLOWABLE HEIGHT (IBC TABLE 504.3 & 504.4)

OCCUPANCY

*RESTRICTING ALLOWABLE

HEIGHT (FT / STORY)

SPRINKLER INCREASE

(FT / STORY)

MODIFIED ALLOWABLE

HEIGHT (FT / STORY)

S-2 55 /3 PER TABLE 506.2 PER TABLE 504.4

B 55 /3 PER TABLE 506.2 PER TABLE 504.4

10. BUILDING SEPARATION (IBC TABLE 602)

OCCUPANCY ELEVATION

RESTRICTIVE FIRE SEPARATION

DISTANCE (FT)*

FIRE RESISTIVE RATING OF

EXTERIOR WALL

B, S-2 NORTH/SOUTH/WEST/EAST > 30 NO RATING

11. OCCUPANT LOAD CALCULATIONS (IBC TABLE 1004.5)

FLOOR AREA

FUNCTION OF

SPACE

AREA (SF)

OCCUPANT

LOAD FACTOR

(SF/PERSON)

OCCUPAN

T LOAD

LEVEL 1 VEHICLE PARKING BAY 1, 2, 3, 4 AND 5 (DRIVE

THROUGH)

PARKING/DRIVE

-THROUGH

4380 SF

LEVEL 1 OFFICES, OPEN OFFICE, UTILITY ROOMS,

KITCHENETTE, VESTIBULE

BUSINESS AREAS

2915 SF

LEVEL 1 7295 SF 45

BUILDING TOTAL 7295 SF 45

12. OCCUPANT LOAD SUMMARY AND MINIMUM EXITS FROM FLOOR

FLOOR GROSS AREA (SF) OCCUPANTS

REQUIRED EXITS

(IBC 1006.2.1)

REQUIRED EXIT

SEPARATION (IBC

1007.1.1)

LEVEL 1 / S-2 4,380 15 2 (TRAVEL DISTANCE

EXCEED 75')

= or >1/2 DIAGONAL

LEVEL 1 / B 2,915 30 2 (TRAVEL DISTANCE

EXCEED 75')

= or >1/2 DIAGONAL

13. MINIMUM EXITS OR EXIT ACCESSES FROM A SPACE OR AREA (IBC 1006.2.1)

FLOOR / OCCUPANCY OCCUPANT LOAD PERMITTING ONE EXIT OCCUPANT LOAD REQUIRING TWO EXITS

LEVEL 1 / S-2 29 OR LESS 30 OR GREATER

LEVEL 1 / B 49 OR LESS 50 OR GREATER

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

OCCUPANCY

COMMON PATH LIMIT*

(IBC 1006.2.1) (FT)

DEAD END LIMIT*

(IBC 1020.4) (FT)

TRAVEL DISTANCE LIMIT*

(1BC 1017.2) (FT)

B 75 (NON-SPRINKLERED) 20 (NON-SPRINKLERED) 200 (NON SPRINKLERED)

S-2 75 (NON-SPRINKLERED) 20 (NON-SPRINKLERED) 300 (NON SPRINKLERED)

15. MINIMUM EGRESS WIDTHS

COMPONENT REQUIREMENT WIDTH (IN) IBC

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

16. MINIMUM INTERIOR FINISH RATINGS (IBC TABLE 803.13)

OCCUPANCY

EXIT ENCLOSURE AND EXIT

PASSAGEWAYS CORRIDORS ROOMS AND ENCLOSED SPACES

B, S-2 CLASS C CLASS C CLASS C

17. FIRE SUPPRESSION REQUIREMENTS

SPRINKLERS (IBC 903.2.10.1))

STANDPIPE

(IBC 905)

FIRE EXTINGUISHERS

(IBC 906)

NO FIRE SPRINKLERS PROVIDED

(S-2 UNDER 5,000 SF)

NOT REQUIRED FIRE EXTINGUISHERS PROVIDED THROUGHOUT THE

BUILDING

18. FIRE ALARM REQUIREMENTS (IBC 907)

MANUAL INITIATION AUTOMATIC INITIATION OCCUPANT NOTIFICATION

MANUAL PULL STATIONS PROVIDED AT

MAIN EXIT FROM THE BUILDING

SPOT SMOKE DETECTORS OVER FIRE

ALARM EQUIPMENT, AND DUCT SMOKE

DETECTORS PROVIDED

AUDIBLE AND VISUAL NOTIFICATION

PROVIDED. VISUAL NOTIFICATION

PROVIDED ONLY IN PUBLIC AND COMMON

AREAS.

19. FIRE EXTINGUISHER DISTRIBUTION (IBC 906.3(1))

OCCUPANCY

PRIMARY CLASSIFICATION OF FIRE

AND HAZARD MINIMUM RATING

MINIMUM FLOOR

AREA PER UNIT A (SF)

MAX TRAVEL DISTANCE

(FT)

B, S-2 CLASS A - ORDINARY 2-A 1,500 (MAX. FLR.

AREA - 11,250 SF)

20. REQUIRED PLUMBING FIXTURES* (IBC 2902.1)

FLOOR / OCCUPANCY OCCUPANT LOAD WATER CLOSETS LAVATORIES

DRINKING

FOUNTAINS

LEVEL 1 / B 30 - ( 15M + 15F) 0.60 M 0.60 F 0.38 M 0.38 F 1

LEVEL 1 / S-2 15 - (8M_+ 8F) 0.32 M 0.32 F 0.08 M 0.08 F 1

PROVIDED ON LEVEL 1 1 M +1 URNL 1 F 1 M 1 F 0

* 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.

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)

- NON-SPRINKLER

LEVEL 1 7,712 B 23,000

** EXCEPT AS REQUIRED FOR BUILDING SEPARATION.

2. TYPE OF CONSTRUCTION (IBC 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

0 1/20/21 ISSUED FOR CONSTRUCTION

CP

R E

F

2 HR FIRE BARRIER

COMMON PATH

OF TRAVEL

TRAVEL

DISTANCE

EGRESS

PATH

COMMON PATH

TERMINATION

POINT

EXIT DOOR

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.

FIRE AND SMOKE RESISTIVE CONSTRUCTION

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

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

CLEAR WIDTH

EXIT CAPACITY

OCCUPANTS SERVED

REQUIRED WIDTH

36"

22"

44" 44"

DOOR EGRESS TAG STAIR EGRESS TAG

AREA TAG

B-1

150 SF

AREA TYPE

AREA SQUARE

FOOTAGE

1 6 7

B

E

C

30302

'-0

116'-0"

'-1

'-8

ENGR. OFFICE

WOMEN

MEN

109 GENERAL OFFICE

M&R

111 EEC

MECH.

ENTRY

MEETING

AREA

114A

114C 114B

115C 115D 115E

W01

W01 W01 W01 W01 W01

W01

W01

W02 W02

16'-5" 73'-7" 26'-0"

3030 1

102'CP:0'

65'CP:0'

121'CP:19'

68'CP:19'

FE:BR

FE:BR

FE:BR

FE:BR

30343

A

3 5

ELECTRICAL

34" 32"

91'CP:0'

ELECTRICIAN

WORK AREA (LAB)

114OPEN OFFICE

DRIVE-THRU

116C

116A

116B

JAN

109105

D

'-0

SFC

HEADQUARTERS - LAKEWOOD, COLORADO

SIOUX FALLS O & M SERVICE CENTER

MAINTENANCE OFFICE & GARAGE

SOUTH DAKOTA

UNITED STATES DEPARTMENT OF ENERGY

APPROVED

E A

C

DESIGNED

WESTERN AREA POWER ADMINISTRATION

1003JANUARY 20 2021

OVERALL LIFE SAFETY PLAN

TCK PJV

3/16" = 1'-0"1

GROUND FLOOR PLAN

0 1/20/21 ISSUED FOR CONSTRUCTION

SCALE IN

0 4' 8' 12'

N O

R T

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AutoCAD SHX Text GENERAL NOTES: 1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE. 2. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR 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 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 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 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 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 ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY MATERIALS. 8. CONTRACTOR SHALL LOCATE ALL CONSTRUCTION TRAILERS AND STORE 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 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 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 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 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 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 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 ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF SITE. 2. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH UNLESS SPECIFIED OTHERWISE. 3. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN 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 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 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 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 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 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 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 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 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 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 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 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 ALL UTILITY SYSTEM STRUCTURES INDICATED TO BE ABANDONED IN PLACE SHALL BE DISCONNECTED AND CAPPED. 16. CONTRACTOR SHALL MINIMIZE THE DISRUPTION OF DOMESTIC WATER 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 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 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 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 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, 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, 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 ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING MATCH” ARE INTENDED TO MEET EXISTING 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 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 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 ACCESSIBLE PARKING SHALL NOT HAVE A CROSS-SLOPE THAT EXCEEDS 2.00 PERCENT. 7. FINISH GRADE OF CONCRETE STOOPS AT BUILDING DOORWAYS SHALL 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 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 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 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 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 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 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 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 STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS. 8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST 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 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 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 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.

AutoCAD SHX Text UTILITY NOTES: 1. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW 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 THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, WHETHER EXPLICITLY STATED OR NOT. 4. THE CONTRACTOR SHALL BE AWARE OF UTILITY CROSSINGS IN THE CONTRACTOR SHALL BE AWARE OF UTILITY CROSSINGS IN THE PROJECT AREA. CONTRACTOR SHALL CALL SOUTH DAKOTA 811 (OR 800-781-7474) 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. 5. ALL WATERLINES AND FITTINGS SHALL HAVE THE "NSF-PW" ALL WATERLINES AND FITTINGS SHALL HAVE THE "NSF-PW" SEAL. 6. ALL MATERIALS AND PRODUCTS USED IN THE CONSTRUCTION OF ALL MATERIALS AND PRODUCTS USED IN THE CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO NSF STANDARD 61. 7. ALL WATER SYSTEMS SHALL BE PRESSURE TESTED ACCORDING ALL WATER SYSTEMS SHALL BE PRESSURE TESTED ACCORDING TO AWWA C600. 8. ALL PIPING AND CONDUIT SHALL HAVE TRACER WIRE TAPED TO 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. 9. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE 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.

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SFC

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HEADQUARTERS - LAKEWOOD, COLORADO

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SIOUX FALLS O&M SERVICE CENTER

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MAINTENANCE OFFICE & GARAGE

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SOUTH DAKOTA

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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WESTERN AREA POWER ADMINISTRATION

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CIVIL GENERAL NOTES

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ISSUED FOR CONSTRUCTION

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AutoCAD SHX Text AB AC ASTM BCF BCHH BM BVCE BVCS C-C CIP CL/C CMP CONC CONST CP CY DIA DTL DWG E EA EG EL/ELEV EP ESMT EVCE EVCS EX FND FG FL

AutoCAD SHX Text 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

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ABBREVIATIONS:

AutoCAD SHX Text FT INV JT LF LS LT MAX MH MIN NIC N NAD NG NPI NTS OC OD OHE OL OSHA PC PCC PI PK PL PRC PROP PSI

AutoCAD SHX Text 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

AutoCAD SHX Text PT RCP PVMT RGRCP ROW RP RT S SD SF SG SHT SHLDR SPEC SY STA TBA TBR TOP TOS TYP U.O.N. VC W

AutoCAD SHX Text POINT OF TANGENCY REINFORCED CONCRETE PIPE PAVEMENT RUBBER GASKET REINFORCED CONCRETE PIPE RIGHT OF WAY RADIUS POINT RIGHT SOUTH STORM DRAIN SQUARE FEET SUBGRADE SHEET SHOULDER SPECIFICATIONS SQUARE YARD STATION TO BE ABANDONED TO BE REMOVED TOP OF PAVEMENT TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED VERTICAL CURVE WEST

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LEGEND

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FENCE

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WATER LINE

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FIRE LINE

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SEWER LINE

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GAS LINE

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ELECTRICAL DUCT

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TELEPHONE LINE

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SEWER MANHOLE

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WATER VALVE

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EXISTING

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PROPOSED

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ELECTRICAL METER

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AIR CONDITIONING UNIT

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PROPERTY LINE

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FOUND BRASS CAP IN HANDHOLE

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FOUND BRASS CAP FLUSH

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FOUND REBAR

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FLAG POLE

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BOLLARD

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AC

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TRANSFORMER PAD

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COMMUNICATION DUCT

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SFC

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HEADQUARTERS - LAKEWOOD, COLORADO

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SIOUX FALLS O&M SERVICE CENTER

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MAINTENANCE OFFICE & GARAGE

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SOUTH DAKOTA

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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WESTERN AREA POWER ADMINISTRATION

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LEGEND & ABBREVIATIONS

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NT

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SFC

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HEADQUARTERS - LAKEWOOD, COLORADO

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SIOUX FALLS O&M SERVICE CENTER

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MAINTENANCE OFFICE & GARAGE

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SOUTH DAKOTA

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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WESTERN AREA POWER ADMINISTRATION

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EXISTING CONDITIONS PLAN

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ACG

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NT

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AutoCAD SHX Text 1/20/21

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AutoCAD SHX Text SITE CONTROL: 700 NORTH 483075.23 483075.23 EAST 2943830.94 2943830.94 ELEV 1362.23 1362.23 3/4"X30" REBAR W/ALUM. WAPA CAP 501 NORTH 482843.54 482843.54 EAST 2944006.07 2944006.07 ELEV 1363.009 1363.009 BRASS USBR CAP IN CONCRETE

AutoCAD SHX Text PROJECTION SOUTH DAKOTA STATE PLANE COORDINATES (GRID) SOUTH ZONE DATUM HORIZONTAL: NAD83(2007) VERTICAL: LOCAL USBR BENCHMARK UNITS US SURVEY FEET

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DEMOLITION PLAN

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HEADQUARTERS - LAKEWOOD, COLORADO

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SIOUX FALLS O&M SERVICE CENTER

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MAINTENANCE OFFICE & GARAGE

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SOUTH DAKOTA

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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WESTERN AREA POWER ADMINISTRATION

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DEMOLITION PLAN

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AutoCAD SHX Text 1/20/21

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LEGEND

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DEMOLITION AREA

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TO BE REMOVED

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TO BE REMOVED AND REPLACED

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AutoCAD SHX Text DEMOLITION NOTES: 1. EXISTING FENCES TO BE PROTECTED. EXISTING FENCES TO BE PROTECTED. 2. REFER TO SHEET 2000 FOR ADDITIONAL DEMOLITION AND UTILITY NOTES. REFER TO SHEET 2000 FOR ADDITIONAL DEMOLITION AND UTILITY NOTES. 3. FOR EXISTING ABANDONED TELEPHONE PEDESTAL AND PAD, REMOVE TO A MINIMUM FOR EXISTING ABANDONED TELEPHONE PEDESTAL AND PAD, REMOVE TO A MINIMUM OF 3 FEET BELOW GROUND, CAP AND ABANDON IN PLACE. 4. WAPA ACCESS DRIVE SHALL BE MAINTAINED OPEN AND OPERATIONAL AT ALL TIMES. WAPA ACCESS DRIVE SHALL BE MAINTAINED OPEN AND OPERATIONAL AT ALL TIMES. CONSTRUCTION PHASING AND COORDINATION FOR WORK IN THE ACCESS DRIVE SHALL BE WITH WAPA BEFORE ANY CONSTRUCTION ACTIVITIES.

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TO BE ABANDONED

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DO NOT DISTURB

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EMERGENCY SPILLWAY

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SWALE FLOWLINE (SEE SHEET 2010 FOR COMPLETE SWALE ROUTING AND REGRADING)

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TURF REINFORCEMENT MAT

AutoCAD SHX Text 2'x3' RIPRAP OUTLET PROTECTION

AutoCAD SHX Text 2'x2' RIPRAP OUTLET PROTECTION

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EXISTING 2-1/2" DOMESTIC WATER SERVICE

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SITE PLAN

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SFC

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HEADQUARTERS - LAKEWOOD, COLORADO

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SIOUX FALLS O&M SERVICE CENTER

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MAINTENANCE OFFICE & GARAGE

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SOUTH DAKOTA

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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DESIGNED

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WESTERN AREA POWER ADMINISTRATION

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SITE PLAN

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ACG

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NT

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AutoCAD SHX Text 1/20/21

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. INSTALL DOWELS IN ALL SLABS ABUTTING DOORS PER CIVIL DETAILS. INSTALL DOWELS IN ALL SLABS ABUTTING DOORS PER CIVIL DETAILS. 2. INSTALL JOINTS IN CONCRETE CURBS, GUTTERS, AND PANS PER CIVIL INSTALL JOINTS IN CONCRETE CURBS, GUTTERS, AND PANS PER CIVIL DETAILS AND SPECIFICATIONS. 3. INSTALL JOINTS IN APRONS AND DRIVES AT A MAXIMUM SPACING OF 12 FEET INSTALL JOINTS IN APRONS AND DRIVES AT A MAXIMUM SPACING OF 12 FEET EACH DIRECTION. 4. ALL JOINTS SHALL BE SAWCUT AND FILLED WITH JOINT SEALANT PER CIVIL ALL JOINTS SHALL BE SAWCUT AND FILLED WITH JOINT SEALANT PER CIVIL DETAILS.

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LEGEND

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6" ROAD BASE

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CONCRETE PAVEMENT

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ISSUED FOR CONSTRUCTION

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AutoCAD SHX Text Gov't Lot 2

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CURB & GUTTER

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EXISTING DIRT ACCESS ROAD

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WAPA PROPERTY BOUNDARY

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CONCRETE APRON

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SWALE FLOWLINE (SEE SHEET 2010 FOR…