21. Attachment B - Drawings AMD0001.pdf

PDF 32 MB Posted Aug 26, 2020

Attached to: Kimball Substation Stage 04
Solicitation number: 89503220BWA000032_AMD0001
Issued by: Department of Energy Western Area Power Administration

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation for construction services. The solicitation number 89503220BWA000032_AMD0001 is being issued by the Department of Energy Western Area Power Administration for construction work at the Kimball Substation Stage 04 project. The attachment referenced in the file provides supplemental drawings for the solicitation, which seeks contractor services to perform construction activities at the specified substation. No other details are included in the document regarding response dates, pricing requirements, or other terms for the opportunity.

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File	Type	Posted
21. Attachment H - Site Visit Briefing Q&As.pdf	PDF	Aug 26, 2020
21. Attachment A - Specifications AMD0001.pdf	PDF	Aug 26, 2020
21. 89503220BWA000032 AMD0001.pdf	PDF	Aug 26, 2020

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25 August 2020

Attachment B

Kimball Substation Stage 04

- Drawings AMD0001

89503220BWA000032

PROJECT DRAWINGS

KIMBALL SUBSTATION

STAGE 04

SECTION C

DESCRIPTION/SPECIFICATIONS

Spec. No. 976

NEBRASKA

STAGE 04

PROJECT DRAWINGS

A. GENERAL:

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

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

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

INFORMATIONAL DRAWINGS: Some project drawings have the words “FOR INFORMATION ONLY” appearing above the title block. These drawings show some information, which may be required for bidding purposes. These drawings do not show items to be furnished or work to be performed.

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

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

CONTRACTOR'S RESPONSIBILITY: Check all drawings and advise Western of any errors or omissions.

B. LIST OF DRAWINGS:

LOCATION MAP:

1. KB 0015 Rev. A – Location and Vicinity Map

ELECTRICAL:

2. KB 0001 Rev. I EI – Switching Diagram (Existing Installation)

3. KB 0001 Rev. J – Switching Diagram

4. KB 1000 Rev. D EI – General Arrangement Plan (Existing Installation)

5. KB 1000 Rev. E – General Arrangement Plan

6. KB 1001 Rev. C EI – 115kV Bus Structure “Y” Area Plan (Existing Installation)

7. KB 1002 Rev. C EI – Transformer KY1A and 34.5kV Bus Structure “X” Area Plan (Existing Installation)

8. KB 1003 Rev. G EI – Grounding, Buried Cable and Trench Plan (Existing Installation)

9. KB 1011 – Transformer KY1A and 34.5kV Bus Structure “X” Area Plan

10. KB 1012 – 115kV Transformer Bus Area Plan

11. KB 1013 – 115kV Bay Y2 Area Plan

12. KB 1014 – 115kV Bay Y1 Area Plan

13. KB 1015 – 115kV Bays Y4 and Y6 Area Plan

14. KB 1016 – 115kV Bays Y3 and Y5 Area Plan

15. KB 1100 – Equipment and Material Index

16. KB 1101 – Substation Signs

17. KB 1110 Rev. B EI – 115kV and Transformer Area Sections A-A, B-B and C-C (Existing Installation)

18. KB 1110 Rev. C – 115kV and Transformer Area Sections A-A and B-B

19. KB 1111 Rev. E EI – Transformer KY1A and 34.5kV Bus Structure “X” Sections (Existing Installation)

20. KB 1111 Rev. F – 34.5kV Bus Structure “X” Sections

21. KB 1112 – Transformer KY1A and 12.47kV Area Sections

22. KB 1113 – 115kV Bays Y1 and Y2 Section L-L

23. KB 1114 – 115kV Bays Y1 and Y2 Section M-M

24. KB 1115 – 115kV Bay Y4 Section N-N

25. KB 1116 – 115kV Bay Y4 Section O-O

26. KB 1117 – 115kV Bay Y6 Section P-P

27. KB 1118 – 115kV Bay Y6 Section Q-Q

28. KB 1119 – 115kV Area Sections R-R and S-S

29. KB 1120 – 115kV Area Sections T-T thru W-W and Detail A

30. KB 1500 – General Grounding Plan

31. KB 1511 – Transformer KY1A and 34.5kV Bus Structure “X” Area Grounding Plan

32. KB 1512 – 115kV Transformer Bus Area Grounding Plan

33. KB 1513 – 115kV Bay Y2 Area Grounding Plan

34. KB 1514 – 115kV Bay Y1 Area Grounding Plan

35. KB 1515 – 115kV Bays Y4 and Y6 Area Grounding Plan

36. KB 1516 – 115kV Bays Y4 and Y6 Area Grounding Plan

37. KB 1600 – Station Service Wiring Diagram

38. KB 1601 – Station Service Distribution Panel DWA Wiring Diagram

39. KB 1610 – Station Service 240/120V Equipment Wiring Diagram

40. KB 1700 – General Conduit Plan

41. KB 1711 – Transformer KY1A and 34.5kV Bus Structure “X” Area Conduit Plan https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx https://www.wapa.gov/DoingBusiness/SellingToWestern/Pages/what-western-buys.aspx

PROJECT DRAWINGS

42. KB 1712 – 115kV Transformer Bus Area Conduit Plan

43. KB 1713 – 115kV Bay Y2 Area Conduit Plan

44. KB 1714 – 115kV Bay Y1 Area Conduit Plan

45. KB 1715 – 115kV Bays Y4 and Y6 Area Conduit Plan

46. KB 1716 – 115kV Bays Y4 and Y6 Area Conduit Plan

47. KB 1720 – Pull Box PB1 Plan and Sections

48. KB 1721 – Pull Box PB2 Plan and Sections

49. 31 2043 – Bollard Details

CIVIL & SITE DRAWINGS:

50. KB 0023 – Topography

51. KB 2011 Rev. A (EI) – Grading and Vicinity Map (Existing Installation)

52. KB 2051 Rev. A – Civil Site Plan

53. KB 2052 Rev. A – Civil Grading plan

54. KB 2053 Rev. A – Civil Grading at Service Building Details

55. KB 2054 Rev. A – Civil Sections

56. KB 2055 Rev. A – Civil Details

FOUNDATION AND STRUCTURAL DRAWING INDEX:

57. KB 2015 Rev. C – Foundation/Structural Data and Drawings Index

CONCRETE:

58. KB 2000 Rev. E (EI) – Foundations General Plan (Existing Installation)

59. KB 2000 Rev. F – Foundations General Plan

60. KB 2211 – Transformer KY1A and 34.5kV Bus Structure “X” Area Foundation Plan

61. KB 2212 – 115kV Transformer Bus Area Foundation Plan

62. KB 2213 – 115kV Bay Y2 Area Foundation Plan

63. KB 2214 – 115kV Bay Y1 Area Foundation Plan

64. KB 2215 – 115kV Bays Y4 and Y6 Area Foundation Plan

65. KB 2216 – 115kV Bays Y3 and Y5 Area Foundation Plan

66. KB 2001 Rev. E – Foundations Concrete Outline and Reinforcement

67. KB 2300 Rev. B – Foundations Outline and Reinforcement

68. KB 2302 – Foundations Outline and Reinforcement

69. KB 2303 – Foundations Outline and Reinforcement

70. KB 2304 – Foundations Outline and Reinforcement

71. KB 2305 – Foundations Outline and Reinforcement

72. KB 2306 Rev. A – Foundations Outline and Reinforcement

73. KB 2307 – Foundations Outline and Reinforcement

CABLE TRENCH:

74. KB 2002 Rev. C – Cable Trench Type C Outline and Reinforcement

75. KB 2500 – Cable Trench Plan

76. KB 2501 – Cable Trench Sections

STEEL STRUCTURES:

77. KB 2550 Rev. A – Anchor Bolts

78. KB 2004 Rev. A (EI) – Steel Structures 115kV Bus Structure (Existing Installation)

79. KB 2008 Rev. B – 34.5kV Bus Structure

80. KB 2009 Rev. A (EI) – 115kV Capacitor Support (Existing Installation)

81. KB 2601 (EI) – 12.47kV Transformer Support – Type I (Existing Installation)

82. KB 2602 – 115kV Take-Off Structure Type II Elevations

83. KB 2603 – 115kV Take-Off Structure Type II Assemblies and Connections

84. KB 2605 – 115kV Bus Tower Elevations

85. KB 2606 – 115kV Bus Tower Assemblies and Connections

86. KB 2607 – Bus Frames

87. KB 2608 – Tee Poles

88. KB 2609 – Bus Poles

89. KB 2610 – Equipment Supports

90. KB 2611 – Equipment and Bus Support Type I Elevations

91. KB 2612 – Equipment and Bus Support Type I Sections and Details

92. KB 2613 – Station Service Equipment Support Frame Elevation

93. KB 2614 – Station Service Equipment Support Frame Sections and Details

94. KB 2615 – Fuse Disconnect Switch Support Steel Design and Details

PROJECT DRAWINGS

95. KB 2616 – Switch Supports

96. KB 2925 – Switch Operating Platforms Steel Design and Details

97. KB 2926 – Equipment Cabinet Platforms Steel Design and Details

STRINGING REQUIREMENTS:

98. KB 2010 Rev. C (EI) – Stringing Requirement (Existing Installation)

99. KB 2010 Rev. E – Stringing Requirement

SERVICE BUILDING:

100. KB 3000 Rev. B (EI) – Service Building General Arrangement (Existing Installation)

101. KB 3001 Rev. B (EI) – Service Building Plans, Elevations, and Sections (Existing Installation)

102. KB 3002 (EI) – Service Building Plans, Elevations and Sections (Existing Installation)

103. KB 3010-1 – Architectural Floor Plan

104. KB 3010-2 – Architectural Battery Room Bridge Crane

105. KB 3011-1 – Architectural Reflected Ceiling Plan

106. KB 3012 – Architectural Exterior Elevations

107. KB 3013 – Architectural Building Sections

108. KB 3014 – Architectural Detailed Sections

109. KB 3015 – Architectural Detailed Sections

110. KB 3016 – Architectural Details

111. KB 3017 – Architectural Hollow Metal Door Details

112. KB 3200 – Structural General Structural Notes, Abbreviations and Reference Drawings

113. KB 3201 – Structural Building Foundation Plan

114. KB 3202 – Structural Drilled Pier & Grade Beam Schedules

115. KB 3203 – Structural Form Saver & Threaded Dowel Details

116. KB 3204 – Structural Drilled Pier & Grade Beam Plan

117. KB 3205 – Structural Internal Form Saver & Dowel Plan

118. KB 3206 – Structural External Form Saver & Dowel Plan

119. KB 3207 – Structural Slab Reinforcement Plan

120. KB 3208 – Structural Foundation Sections & Details

121. KB 3209 – Structural Roof Framing Plan

122. KB 3210 – Structural Foundation Requirements

123. KB 3211 – Structural Building Foundation Sections

124. KB 3212 – Structural Foundation Sections & Details

125. KB 3213 – Structural Foundation Sections & Details

126. KB 3214 – Structural Foundation/Cable Entry Details

127. KB 3215 – Structural Foundation/Cable Entry Details

128. KB 3216 – Structural Foundation/Cable Entry Details

129. KB 3217 – Structural Typical Wood-Framed Wall (Sh 1 of 2)

130. KB 3218 –Structural Typical Wood-Framed Wall (Sh 2 of 2)

131. KB 3219 – Structural Equipment Mounting Details

132. KB 3220 – Structural External Perimeter Drain & Sump System

133. 31 2051 Rev. B – Structural Building Entry Platforms

134. KB 3300 – Mechanical General Notes

135. KB 3301 – Mechanical Floor Plan

136. KB 3302 – Mechanical Schedules

137. KB 3303 – Mechanical Details I

138. KB 3304 – Mechanical Details II

139. KB 3305 – Mechanical Controls

140. KB 3306 – Mechanical Sections

141. KB 3400 – Electrical Power Plan

142. KB 3401 – Electrical Lighting Plan

143. KB 3402 – Electrical Security Plan

144. KB 3403 – Electrical Distribution Panels DHA, DHB

145. KB 3404 – Electrical Wiring Devices Schematic

146. KB 3405 – Electrical Luminaire and Equipment Schedules

CONTROLS:

147. KB T600-1 – Control Cable List (Sh. 1 of 2)

148. KB T600-2 – Control Cable List (Sh. 2 of 2)

149. KB 4010 – Service Building Arrangement, Conduit, and Grounding

PROJECT DRAWINGS

150. KB 6100 – 125VDC Distribution Panels BHA1 & BHA2 Wiring Diagram

TRANSMISSION LINE STEEL POLE STRUCTURES:

151. 43 168T 2200 – 168T Steel Pole Structures Outline and Design Loads

152. 43 2206 Rev. H – Maintenance Provisions Outlines

153. 43 2210 Rev. J – Maintenance Provisions Details

154. 41 2701 Rev. C – Fall Protection Anchorage Plates

155. 41 9027-2 Rev. A – Aerial Patrol Mile Marker and Structure Number Signs (Sh. 2 of 3)

TRANSMISSION LINE WOOD POLE STRUCTURES:

156. 41 6118 Rev. B – Type 3TA-1 69kV and 115kV 3-Pole Tension Structure

157. 41 6116 Rev. B EI – Type ST-1 69kV and 115kV Tangent and Angle Tension Structure (Existing Installation)

158. 41 6047 Rev. F – Guy Assembly and Details

159. 41 6071 Rev. A – Guying Requirements for Single Pole Construction with Overhead Groundwire

160. 41 6125 Rev. A - Type 3TA-1 Structures Standard Guy Arrangement

161. 41 6138 Rev. B - Typical Details for Dead End Tees

EXISTING TRANSMISSION LINE STRUCTURES (FOR REMOVAL):

162. 41 6010 Rev. D EI – Type HS 115kV Suspension Structure (Existing Installation)

163. 41 6118 Rev. B EI – Type 3TA-1 69kV 3-Pole Tension Structures (Existing Installation)

PLAN AND PROFILES:

164. ARH-SD 1900 EI – Archer-Sidney 115kV Transmission Line Kimball Sub Approach Spans (Existing

Installation)

165. ARH-SD T400 – Archer-Sidney 115kV Transmission Line Kimball Sub Shoo Fly Detail

166. ARH-SD 4029 Rev. A EI – Archer-Sidney 115kV Transmission Line P&P Sta. 3250+00 to Sta. 3362+00

(Existing Installation)

167. ARH-SD 4029-1 – Archer-Sidney 115kV Transmission Line P&P Sta. 3250+00 to Sta. 3362+00

168. ARH-SD 4029-2 – Archer-Sidney 115kV Transmission Line P&P

169. ARH-SD T401 – Archer-Sidney 115kV Transmission Line Kimball Sub Shoo Fly P&P

170. ARH-SD T402 – Archer-Sidney 115kV Transmission Line Kimball City Shoo Fly P&P

TRANSMISSION ELECTRICAL:

171. ARH-SD 1003 – Archer-Sidney 115kV Transmission Line Material Quantities

172. ARH-SD 1004 – Archer-Sidney 115kV Transmission Line Vibration Dampers

173. 41 1012 Rev. C – Wood Pole Structures Grounding Details

174. 41 1018 Rev. C – Steel And Concrete Pole Structures OGW Assembly

175. 41 1019 Rev. D – Wood Pole Structures Overhead Ground Wire Assembly

176. 41 1022 Rev. C – Tension Insulator Assemblies Single String

177. 41 1024 Rev. B – Horizontal Post Insulator Assemblies

178. 41 9029 Rev. B – Aerial Patrol Warning Signs And Marker Ball

179. 41 9026 Rev. C – Aerial Patrol Warning Signs Detail And Locations

COMMUNICATIONS:

180. KB 4051 – Comm Area Floor Plan

181. KB 4052 – Comm Cable Ladder Plan

182. KB 4053 – Comm Grounding Plan

183. KB 7050 – Comm Rack Elevations

184. KMW 7252 EI – 20’ X 10’ Radio Building ES1020-9 (Existing Installation)

GEOLOGY:

185. KB 8000 – Borehole Location Plan

186. KB 8001 – Subsurface Exploration Penetration Resistance and Log PR 90-1

187. KB 8002 – Subsurface Exploration Penetration Resistance and Log PR 90-2

188. KB 8003 – Subsurface Exploration Penetration Resistance and Log PR 90-3

189. KB 8004 – Boring Log No. BH-1

190. KB 8005 – Boring Log No. BH-2

191. KB 8006 – Boring Log No. BH-3

192. KB 8007 – Description of Symbols and Abbreviations

164a. ARH-SD 1901 - Archer-Sidney 115kV Transmission line Kimball Sub Approach Spans

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RURAL ELECTRIC NO.1

KB 343

DISC SW WX3A 34.5KV

RURAL ELECTRIC NO.1

KB 341

DISC SW YX3A 34.5KV

RURAL ELECTRIC NO.1

KB 342

PCB JX3A 34.5KV

RURAL ELECTRIC NO.1

KB 345

DISC SW YX3B 34.5KV

TRANSFORMER KY1A

KB 269

DISC SW YY2A 115KV

SIDNEY LINE

KB 161

DISC SW WY1A 115KV

RURAL ELECTRIC NO.3

KB 443

DISC SW WX4A 34.5KV

RURAL ELECTRIC NO.3

KB 441

DISC SW YX4A 34.5KV

RURAL ELECTRIC NO.3

KB 442

PCB JX4A 34.5KV

RURAL ELECTRIC NO.3

KB 445

DISC SW YX4B 34.5KV

RURAL ELECTRIC NO.2

KB 543

DISC SW WX5A 34.5KV

RURAL ELECTRIC NO.2

KB 541

DISC SW YX5A 34.5KV

RURAL ELECTRIC NO.2

KB 542

PCB JX5A 34.5KV

RURAL ELECTRIC NO.2

KB 545

DISC SW YX5B 34.5KV

SIDNEY/ARCHER LINE

KB 162

PCB JY1A 115KV

ARCHER LINE

KB 163

DISC SW WY1B 115KV

SIDNEY LINE

KB 169

DISC SW YY1A 115KV

SIDNEY LINE

VY1A1

CCVT 115KV

SIDNEY LINE

VY1A2

CCVT 115KV

SIDNEY LINE

VY1A3

CCVT 115KV

SIDNEY LINE CCVT VY1A

EY1A

SECONDARY FUSE

SIDNEY LINE

VY1B1

CCVT 115KV

SIDNEY LINE CCVT VY1B1

EY1B

SECONDARY FUSE

TRANSFORMER/SIDNEY LINE

KB 262

PCB JY2A 115KV

SIDNEY LINE

KB 263

DISC SW WY2B 115KV

TRANSFORMER KY1A

VY2A1

CCVT 115KV

TRANSFORMER KY1A

VY2A2

CCVT 115KV

TRANSFORMER KY1A

VY2A3

CCVT 115KV

TRANSFOMER CCVT VY2A

EY2A

SECONDARY FUSE

TRANSFORMER BUS

KB 261

DISC SW WY2A 115KV

TRANSFORMER/KIMBALL

KB 462

PCB JY4A 115KV

TRANSFORMER BUS

KB 463

DISC SW WY4B 115KV

CITY OF KIMBALL LINE

KB 469

DISC SW YY4A 115KV

CITY OF KIMBALL LINE

VY4A1

CCVT 115KV

CITY OF KIMBALL LINE

VY4A2

CCVT 115KV

CITY OF KIMBALL LINE

VY4A3

CCVT 115KV

CITY OF KIMBALL CCVT VY4A

EY4A

SECONDARY FUSE

CITY OF KIMBALL LINE

VY4B1

CCVT 115KV

CITY OF KIMBALL CCVT VY4B1

EY4B

SECONDARY FUSE

CITY OF KIMBALL LINE

KB 461

DISC SW WY4A 115KV

ARCHER/CITY OF KIMBALL

KB 662

PCB JY6A 115KV

CITY OF KIMBALL LINE

KB 663

DISC SW WY6B 115KV

ARCHER LINE

KB 669

DISC SW YY6A 115KV

ARCHER LINE

VY6A1

CCVT 115KV

ARCHER LINE

VY6A2

CCVT 115KV

ARCHER LINE

VY6A3

CCVT 115KV

ARCHER LINE CCVT VY6A

EY6A

SECONDARY FUSE

ARCHER LINE

VY6B1

CCVT 115KV

ARCHER LINE CCVT VY6B1

EY6B

SECONDARY FUSE

ARCHER LINE

KB 661

DISC SW WY6A 115KV

GROUND FAULT CIRCUIT

VW1A1

VT 12.47KV

GROUND FAULT CIRCUIT

VW1A2

VT 12.47KV

GROUND FAULT CIRCUIT

VW1A3

VT 12.47KV

GROUND FAULT CIRCUIT

RW1A

RESISTOR 208V

GROUND FAULT CIRCUIT

EW1B

TERMINAL BLOCKS

KY1A

KB 123

INT SW WW1A 12.47KV

KY1A

KB 121

FUSE DISC FW1A 12.47KV

STATION SERVICE XFMR

KW1A

PRIMARY FEED

STATION SERVICE XFMR

KY4A1

ALTERNATE FEED

KY4A1

KB 421

FUSE DISC FY4A1 115KV

STATION SERVICE

SSA

400A 240V

STATION SERVICE

SSB

400A 240V

STATION SERVICE

ATS

400A 240V

STATION SERVICE

DWA

240/120V

LIGHTING

LCU

CONTACTOR

STATION SERVICE

SSC

400A 240V

STATION SERVICE

MDP

600A 240V

RURAL ELECTRIC

VX3A1

VT 34.5KV

RURAL ELECTRIC

VX3A2

VT 34.5KV

RURAL ELECTRIC

VX3A3

VT 34.5KV

RURAL ELECTRIC VT VX3A

EX3A

SECONDARY FUSE

RURAL ELECTRIC

QX3A1

CT 34.5KV

RURAL ELECTRIC

QX3A2

CT 34.5KV

RURAL ELECTRIC

QX3A3

CT 34.5KV

RURAL ELECTRIC CT QX3A

EX3B

TERM BLOCKS FOR QX3A

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AutoCAD SHX Text

WESTERN AREA POWER ADMINISTRATION

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UNITED STATES DEPARTMENT OF ENERGY

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APPROVED

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AutoCAD SHX Text A

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DESIGNED

AutoCAD SHX Text S:\projects\Substations\Kimball\Kimball.04\Drawings\DesignDrawings\C3D\kb_0023.dwg Last Saved By: Diekman, Corey on 1/21/2020 4:35 PM Last Saved By: Diekman, Corey on 1/21/2020 4:35 PMDiekman, Corey on 1/21/2020 4:35 PM on 1/21/2020 4:35 PM1/21/2020 4:35 PM

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HEADQUARTERS - LAKEWOOD, COLORADO

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KIMBALL SUBSTATION

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NEBRASKA

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TOPOGRAPHY

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C. DIEKMAN

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G. CRAWFORD

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JANUARY 21, 2020

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CIVIL ENGINEERING MANAGER

AutoCAD SHX Text SITE CONTROL: 502 NORTH 500205.77 500205.77 EAST 642222.98 642222.98 ELEV 4800.13 4800.13 BRASS USBR CAP IN CONCRETE 500 NORTH 500129.54 500129.54 EAST 642358.44 642358.44 ELEV 4800.05 4800.05 SET 3/4"X30" REBAR AND ALUM WAPA CAP

AutoCAD SHX Text PROJECTION NEBRASKA STATE PLANE COORDINATES (GRID) DATUM HORIZONTAL: NAD83(2011) VERTICAL: NAVD88 UNITS US SURVEY FEET

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LEGEND

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SET 3/4"X30" REBAR & ALUM. WAPA CAP

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BOUNDARY LINE

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FENCE LINE

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SECTION AND 1/4 SECTION LINE

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FACILITY FENCE

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LAND SURVEYOR

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SCALE OF FEET

AutoCAD SHX Text 1"=50'-0"

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XREF(S) =

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KB_9510

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FOUND MONUMENT (AS NOTED)

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WAPA BC IN CONC.

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WAPA BC IN CONC.

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WAPA BC IN CONC.

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WAPA BC IN CONC.

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SECTION CORNER 2-1/2 ALUM. CAP L.S. 300

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USBR BC IN CONC.

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CATTLE WATER

AutoCAD SHX Text 28 27 33 34

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EXISTING WAPA YARD

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EXISTING COMM. SITE

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COUNTY ROAD 73

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UNDERGROUND ELECTRIC LINE

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UNDERGROUND WATER LINE

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UNDERGROUND GAS LINE

denton Suitable for Construction

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LEGEND

o ___________ FOUND MONUMENT CAS NOTED)

• ___________ SET MONUMENT

-- ________ SLOPE DIRECTION OF FINISHED

GRADE ELEVATION

SG ___________ SUBGRADE ELEVATION

FG ___________ FINISHED GRADE ELEVATION

EOA __________ EDGE OF ASPHALT

EOC __________ EDGE OF CONCRETE

TOC __________ TOP OF CONCRETE

EOSW __________ EDGE OF SIDEWALK

ETW __________ EDGE OF TRAVEL WAY

PC ___________ POINT OF CURVE

PT ___________ POINT OF TANGENT

POC __________ POINT ON CURVE

PCC __________ POINT OF COMPOUND CURVE

PRC __________ POINT OF REVERSE CURVE

HP ___________ HJGH POINT

LP ___________ LOW POINT

GB ___________ GRADE BREAK

AP ___________ ANGLE POINT

FL ___________ FLOWLINE

RCP ___________ REINFORCED CONCRETE PIPE

HDPE __________ HIGH DENSITY POLYETHYLENE PIPE

FES __________ FLARED END SECTION

XING __________ CROSSING

£ ___________ CENTERLINE

--- - - - --- BOUNDARY LINE

-- X --X -- X -- CHAINLINK FENCE

- X -- X -- X -- EXISTING FENCE LINE

----0----0----0 EXISTING BARBWIRE FENCE LINE

---- SECTION AND 1/4 SECTION LINE

- - -1400- - - EXISTING CONTOUR (5' MAJOR)

------------ EXISTING CONTOUR Cl' MINOR)

----1400---- CONTOUR (5' MAJOR)

- - - - - - - - -- CONTOUR C 1' MINOR> ------------------------------- SURFACE BOUNDARY

--------+--- FL

--w--w--w-- EXISTING WATERLINE

--G--G--G-- EXISTING GAS LINE

�• NNNN N N NN ■::] CULVERT

t----------1 EXISTING CULVERT

E4 ------- 10' BERM WITH FENCE

TOPOGRAPHY ___________________ KB 0023

CONCRETE ENCASED

DUCT BANK SECTION ______________ KB 1731

FOUNDATION/STRUCTURAL DATA AND

DRAWING INDEX ________________ KB 2000

GRADING PLAN __________________ KB 2052

GRADING AT SERVICE

BUILDING DETAILS ______________ KB 2053

SECTIONS _____________________ KB 2054

DETAILS _____________________ KB 2055

NOTES

1- GRADING ELEVATIONS ARE SHOWN TO FINISHED GRADES- SUBGRADE

IS 6" BELOW FINISHED GRADE_

2 _ SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS -

3_ ENTIRE AREA OF SUBSTATION YARD TO A DISTANCE OF 8'-0"

OUTSIDE OF FENCE, IS TO HAVE 3" WASHED CRUSHED ROCK OVER

6" NDOT ROAD BASE_

4_ PLACE RIPRAP ON INLET AND OUTLET AS DIRECTED- ON OUTLETS

RIPRAP CONSISTS OF 1 '-0" MINIMUM DEPTH, AND BEDDED IN 6"

SAND AND GRAVEL.

5_ INSTALL STRAW EROSION CONTROL BLANKET ON ALL DISTURBED

GRADED SLOPES.

6_ ATTACH 12" HDPE FLARED END SECTIONS ON INLETS AND OUTLETS

OF ALL 12" HDPE.

EXPLANATION

Q INDICATES REVISIONS

UPDATED DRAWING SCALE BLOCK FROM 1"=30'

TO 1"=40'. UPDATED CATTLE GUARD LABEL

AND UPDATED ACCESS ROAD LABEL IN LEGEND

UPDATED REFERENCE DRAWINGS FID _

UNITED STATES DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION HEADQUARTERS - LAKEWOOD, COLORADO

KIMBALL SUBSTATION

NEBRASKA

CIVIL

SITE PLAN

DESIGNED �E�R1._C�F�NCH II _ _ APPROVED GINA CRA\1/FORD ______ _

CIVIL ENGINEERING MANAGER

4795.22 Brass Cap

WAPA BC

X X

I / I /

��t=;;�+J..l!:".�-,r-

=x==vx==,-- X

X X

PROPERTY LINE =x--x--x

'--........ ::::,,. =x==vx= 'X-.----"'==x==x= x�x x x

4 STI<AND

BARBWIRE FENCE

1' INSIDE PROPERTY LINE

HP=4800.00

�t-4798

FL=4795.66

LEGEND

o ___________ FOUND MONUMENT IAS NOTED!

•-----------SET MONUMENT

-- ________ SLOPE DIRECTION OF FINISHED

GRADE ELEVATION

EOVG __________ EDGE OF VALLEY GUTTER ELEVATION

SG ___________ SUBGRADE ELEVATION

FG ___________ FINISHED GRADE ELEVATION

EOA __________ EDGE OF ASPHALT

EOC __________ EDGE OF CONCRETE

TQC __________ TOP OF CONCRETE

EOSW __________ EDGE OF SIDEWALK

ETW __________ EDGE OF TRAVEL WAY

PC ___________ PQINT OF CURVE

PT ___________ POINT OF TANGENT

POC __________ POINT ON CURVE

PCC __________ POINT OF COMPOUND CURVE

PRC __________ POINT OF REVERSE CURVE

HP ___________ HIGH POINT

LP ___________ LOW POINT

GB ___________ GRADE BREAK

AP ___________ ANGLE POINT

FL ___________ FLOWLINE

RCP ___________ REINFORCED CONCRETE PIPE

HOPE __________ HIGH DENSITY POLYETHYLENE PIPE

FES __________ FLARED END SECTION

XING __________ CROSSING

t ___________ CENTERLINE

--- - - - --- BOUNDARY LINE

-- X -- X -- X -- CHAINLINK FENCE

-- X -- X -- X -- EXISTING FENCE LINE

----0-----0---- EXISTING BARBWIRE FENCE LINE

---- SECTION AND 1/4 SECTION LINE

- - -1400- - - EXISTING CONTOUR 15' MAJOR)

------------ EXISTING CONTOUR 11' MINOR)

----1400---- CONTOUR 15' MAJOR)

CONTOUR I 1 ' MINOR l

------------------------------- SURFACE BOUNDARY

------;,-------;,--- FL

--w--w--w-- EXISTING WATERLINE

--G--G--G-- EXISTING GAS LINE

�- ■ ■ ■ ■ ■ ■ ■ ■ ■1 CULVERT

�----------:J EXISTING CULVERT

F4 ______ _ 10' GRAVEL BERM WITH FENCE

TOPOGRAPHY ___________________ KB 002

CONCRETE ENCASED

DUCT BANK SECTION ______________ KB 1731

FOUNDATION/STRUCTURAL DATA AND

DRAWING INDEX ________________ KB 2000

SITE PLAN ____________________ KB 2051

GRADING AT SERVICE

BUILDING DETAILS ______________ KB 2053

SECTIONS _____________________ KB 2054

DETAILS _____________________ KB 2055

NOTES

1. GRADING ELEVATIONS ARE SHOWN TO FINISHED GRADES. SUBGRADE

IS 6" BELOW FINISHED GRADE.

2. SLOPE GRADES UNIFORMLY BETWEEN ELEVATIONS.

3. ENTIRE AREA OF SUBSTATION YARD TO A DISTANCE OF 8'-0"

OUTSIDE OF FENCE, IS TO HAVE 3" WASHED CRUSHED ROCK OVER

6" NDOT ROAD BASE.

4. PLACE RIPRAP ON INLET AND OUTLET AS DIRECTED. ON OUTLETS

RIPRAP CONSISTS OF 1 '--0" MINIMUM DEPTH, AND BEDDED IN 6"

SAND AND GRAVEL.

5. INSTALL STRAW EROSION CONTROL BLANKET ON ALL DISTURBED

GRADED SLOPES.

6. ATTACH 12" STEEL FES ON INLETS AND OUTLETS OF ALL 12"

HOPE.

EXPLANATION

Q INDICATES REVISIONS

UPDATED DRAWING SCALE BLOCK FROM 1 "=30'

TO 1 "=40' , UPDATED CATTLE GUARD LABEL

AND UPDATED ACCESS ROAD LABEL IN LEGEND

UPDATED REFERENCE DRAWINGS FID.

SUPERSEDES DWG NO. KB-2011A CIN PART>

KIMBALL SUBSTAION

NEBRASKA

CIVIL

GRADING PLAN

DESIGNED FREDERICK FRENCH II _ _ APPROVED GINA CRAWFORD ______ _

;i;

C w

a (/J

- a <t .0 " E

O N o a N .o

N"' a, C � 0 c 2 O 00

- .0 C �

" 00 QJ u w "O' W 0

- L

FINISHED

FLOOR EL= 100'-00"

BUILDING FOUNDATION

SEE SERVICE BUILDING

STRUCTURAL DRAWINGS

��6� H

��= 100'-00"

BUILDING FOUNDATION

SEE SERVICE BUILDING

STRUCTURAL DRAWINGS�

CL cii XREF CSl:

VARIES

BUILDING

ENTRY PAD

SEE SERVICE

BUILDING

STRUCTURAL DRAWINGS� FG EL = 99'-2" AT BUILDIN"._ _ � --------

13'-6"

SCALE: 1 "=1 '

13'-6"

FINISHED GRADE

GRADING AT BUILDING, TYP

DETAIL B

SCALE: 1 "=1'

13'-6"

3" WASHED CRUSHED ROCK

OVER 6" NDOT ROAD BASE

SUBGRADE

FG EL = 98'-6""

AT GRADE BREAK

3" WASHED CRUSHED ROCK

OVER 6" NDOT ROAD BASE

SUBGRADE

13'-6"

4-SIDES,

1YP

13'-6"

4-SIDES, 1YP

-;;,/,�y/'!'.:,vy.

BLDG PAD

FG EL FLAT

(SEE GRADING PLAN>

PLAN

BLDG PAD

SLOPE FG ELEVATION

DOWN FROM

BLDG SEE DETAILS A, B, C

BLDG PAD FG EL

FLAT (SEE GRADING

PLAN> B, C

SECTION AND TYPICAL GRADING

AT BUILDING PAD

DETAIL D

1''=1'

LEGEND

EL ELEVATION

----- FINISHED GRADE ELEVATION FG _____ SUBGRADE GRADE ELEVATION SG _____ EXISTING GROUND ELEVATION

��===== GRADE BREAK

EARTHFILL

3,, WASHED CRUSHED ROCK

OVER 6" NDOT ROAD BASE

NOTE

ELEVATION 100'-0"=CFG @ BLDGl+10". 1. FINISHED FLOOR

REFERENCE DRAWINGS

TOPOGRAPHY - - - - -

CONCRETE ENCASED

__ KB 0023

DUCT BANK SECTION ______ _

FOUNDATION/STRUCTURAL DATA AND

DRAWING INDEX_____

_ __ KB GRADING PLAN - - -

_____ KB 2054 SECTIONS________________

KB 2055 DETAILS ____________________ _

EXPLANATION

Q INDICATES REVISIONS

8-12-20 UPDATED REFERENCE DRAWINGS FID.

A7-FF

UNITED ST

ATEP8W��™l�l4iNf��ATION WESTEH��Do�fRTERS _ LAKEWOOD COLORADO

KIMBALL SUBSTATION

NEBRASKA

GRADING AT SERVICE

BUILDING DETAILS

DESIGNED �E�R_I_C�F��_!I_ - - APPROVED %½�TL ��RING MANAGER - -

MAY 15, 2020 KB 2053

.0 •• L'tJ V V o>> 0 0 E<ll 7� -00 -o

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2 0 Ee,_-"' 0 .,. .0 •• E

�� ON-0 0 N .o E N"'

�/ 00 C,,C � a c �

SECTION A-A (2051)

4815�-

-B-

-10

14(-oo s-o

14-

- B-. ---

I ____ I ____ I ____

I ____ I ---�

I s_

_ 1 p.---�

I l

-----s oo

.o o

-_s- 1·------------4815

3.00' P.q.c 3. o· P.C.C VALIEY GUTTER

VALLEY GU TER

� 4810-t-----+-+---t----t-�00 �-t-----+----+-+-----+----t-----+------+----+------+----+-----+------+-----+------+-----t-----+----t-----+------+----+-----+----t-t----,--+------+----+------+-t----+------t-4810

WO --'O �, ::;� ::;�

�e f5� f5�

4805-t-----+-+---t----t--+--l-----+----+-+-----+----+-----+-------t----+-----+----+-----+------+t----+------+----+-----+----t-----+------+----+-----+--�(D,"" ...... ,__�(D."'"..+-------t----+-----+-l----+------t-4805 a.111 Q. II

EXIi TING �e �e

�¼ii�� J:1<2:!°�S& B r�� ES & E

GROIND v-FENCE

FINISHED G1:C,.D7' '

-- � WR 6fHi_D_ �------ ---- ----------

0-'-P-.- � --c-_ - ,��.d � o

�uri�R� l,��

E 5 FINISHEJ

I / �A I �7 Tf

..ElliISHED_GRADE \

--,-r--/--,- """"""=-uc -t------.1;;;2,·· .c!

r =E'L rFr,Esc----t-t -----t-----i-4500

. II ,,.._... 33.40' ~ --i', VALL� o �� r��\

0 5% I ------------- ---------- - - !',·.\ 2.0% 7.4% (NOTE 9)7 r��· 0)1

�1� ;�PRAP

::s,.,,,,'\\,,'f� :::,y�i· ):JD� @l .5% (NOTE � \ \ · . , . . · . � - -+ 1 e1,g.2• -1.-

183.10'1 ~ I 1�.00' 5-60· 14Jo· vAI�E o ; �fJrn

FL 3.00' P P.C

VALLEY GUT

:�7

NOTE

FINISHED GI

1- ---1.2% ,.....- \\� \\'g'<',.,,:,y �\ .OD" P.f.C

VALLEY GUTirER 'o w ai n. Ol

�1 w �-g

WO --'O (D CX)

<.> II ""�

NO E 5 & E

5& 8

} FI !SH ED

GR JJE

�� -7 32 !l-o' ~

2" HOPE �.5% (NOTE

�\\'..-\\\� '1/,\1/\\\/ "'-12" �EL FES...,,/

·NO-T -9

---.... .... r--

��\c � •a;

w" n. Ol

�1

:.00'--1'-=f

VALLEY GUT

CNOTE

p::,-,.,, ,;, /

EXIST

_[GROUN

.e - - ·�\ 0)

I 183.J

3_; • P.C.C VALIEY GUTTER

b FL �.00" P.P.C

,VAL EY GUTTER=

r- ____ -j-u� SHED GRAD E ---------- ---------- ------ -----

0.5

�� S\�f'' \/,,\Y ,\<\\·;'.,) i%�� t:0'5\'K\\'? ��\

/.-:�\y_ �\;:'.<0 �\\::<y,.,, '" \ \c;'\ \c(\\ ;:'.,�\%\ r:�� \\:S,;\\ t<0�'\S':

u\\\;,v \/,\ /�\))'/\\\;(

SECTION B-B (2051)

��\y_,\' �0\" w a. Cl :,:

8.00' 10.00' 35.22' I

1q.OO'

6"-9" RIPRAP

<O ...

:::,"": :::,"! o:<Xl o:<Xl wa> wa> ,nr-- ,nr--

a. II a. II OC> OC> t-L,.. t-L,..

V-.

FENCE

,NOTE 5

&-B i, ,i�ncu 12'

STEEL FES

_ !',·.\ •• 1;8% GR

I D E !NOTE 9l 6.,_9, RIPRAP s:'-0,�� $:��;,� B\\"' �,,% �R:!F; JYi:- v:..\\':(\\ ' "! < NOTE 9 l \ ".'.,\ "\\Y\�\)) :\\ �'0\f -;_;\ \"(,,,<,1/ ,, � ,, �1/);-;;..\� y:;,-,>::-\\ ;/, / '::;_'0:\ \\\�'<✓< 1 1 "/,>;:-);-;;..\\),, � 1�

-230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 10 20 30 40 50

SECTION C-C (2051)

4815�-----------------------------�4815

387.50' ~

3.00 P.C.C

VALLE GUTTER

8.00' 10.00' .23' 10.,0· 15.00'

6"-9" RIPRAP

4810 +-----+----t---- +-+----t--t- - +--+---+---+-----+4810

<O ...

:::,+ :::e "' o:<Xl o:<Xl wa> wa> a,r-- a,r--4805 +-----+----+---=t.rY�-�1-d--1---+--+--

n. II n. II f2� f2�

CX)

�� <( :'\ 4805 ClW

EXPLANATION

Q INDICATES REVISIONS

0 � ;

o-"'"' �g

NOTES

1. PROVID E BOLTS TH RU THE HOPE PIPE AT INLET END S, TH IS APPL YS

TO ALL HD PE PIPE TH AT EXIT TH E YARD .

2. INSTALL 12" STEEL FES AT INLET AND OUTLET OF 12" HOPE PIPES.

3. ENSURE ALL HOPE PIPE ARE BOND ED TO GROUND ING GRID .

4. PLACE 6"-9" RIPRAP PER CONSTRUCTION STAND ARD AS D IRECTED .

6"-9" RIPRAP CONSISTS OF 1 '-0" MINIMUM DEPTH.

5. WASHED CRUSH ED ROCK WILL CONSIST OF ¾" FRACTURED FACED ROCK

WITH A MIN. OF TWO FRACTURED FACES.

6. SEE D ETAIL "A" (2055).

7. SEE D ETAIL "B" C2055l.

8. SEE D ETAIL "C" C2055l.

9. SEE D ETAIL "D " (2055l.

10. SEE D ETAIL "E" (2055).

TOPOGRAPHY ___________________ KB 0023

CONCRETE ENCASED

DUCT BANK SECTION ______________ KB 1731

FOUNDATION/STRUCTURAL DATA AND

DRAWING INDEX ________________ KB 2000

SITE PLAN ____________________ KB 2051

GRADING PLAN __________________ KB 2052

GRADING AT SERVICE

BUILDING DETAILS ______________ KB 2053

DETAILS _____________________ KB 2055

KIMBALL SUBSTAION

NEBRASKA

CIVIL

SECTIONS

� '.g 10 0 10 20

�u 1,,,,,,,,,1 I I 30 vi I

�-� SCALE OF FEET

LL w 0: X

DESIGNED FREDERICK FRENCH II _ _ APPROVED QIN� �A!!:OB!') ______ _

CIVIL ENGINEERING MANAGER

111=10 1 -011

0/ VERT SCALE:1''=5' CA

MAY 15, 2020 KB 2054

��XR�E�F�C�S�l,--,-k�b_�9�5�1�0- [�S�,\�p-r-a�je-c�t-s�\S�u�b -s�ta�t�i- o -n s�\�K�im�b- a� l �l �...,,..o�d -e�l\�C�i-v�i l�3��k�b-_�9�51�0�.�dw_g_J....,...kb�_�9�5�00.-[�S�:\_p _r _a�je -c �t��S�u�b -st�a �t�i-o n- s��=;m�b-a � l �l �...,.,...a�d e....,.,.l\�k��9�5�0�0-.d�w-g-l-------------------------------------------------------------'-....&--"._ ________ _. ______ = ___ ....._ ....... =-.............. ___.

0:::

;i;

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lJ w a

(/J

.'3 a, � lJ a

J i a, C w

C oo a <t .Q " E

O N D 0 N-"

N>< a, C � 0 c�

2� C � W(fl

QJ u w lJ· w 0

LOCKNUT, lYP

DETAIL "B"

RIPRAP

SCALE:1"-1'

DETAIL "A"

12" HOPE & 6"-9" RIPRAP

SCALE:1"=1'

FINISHED GRADE

{OUTLET)

GROUND

3" lYP

1/2" GALV BOLT

(2 PLACES)

( 3" FROM END OF

PIPE I , SEE NOTE 1

it 12" HDPE

DETAIL "D"

12" HOPE CULVERT GRATING TO BE

INSTALLED ON INLET SIDE

SCALE: 1"-10'

DETAIL "C"

CRUSHED ROCK SURFACING TYP

SCALE:1"-1'

3.00'

P .C.C. VALLEY GUTTER

DETAIL "E"

3.0' LONGITUDINAL

P.C.C. VALLEY GUTTER

SCALE:1"-1'

LEGEND

FG _____ FINISHED GRADE ELEVATION

SG _____ SUBGRADE GRADE ELEVATION

EG _____ EXISTING GROUND ELEVATION

HOPE ____ HIGH-DENSITY POLYETHYLENE PIPE

RCP ____ REINFORCED CONCRETE PIPE

FES ----- FLARED END SECTION

t ______ CENTERLINE

� %,)),-,\\\;(;{ EARTHFILL

3" WASHED CRUSHED ROCK OVER 6" NDOT ROAD BASE

6"-9" RIPRAP W/ 6" SAND AND GRAVEL BEDDING

NOTES

1. PROVIDE BOLTS THRU THE HOPE PIPE AT INLET ENDS, THIS APPL YS

TO ALL HOPE PIPE THAT EXIT THE YARD.

2. ENSURE ALL HDPE PIPE ARE BONDED TO GROUNDING GRID.

3. PLACE 6"-9" RIPRAP PER CONSTRUCTION STANDARD AS DIRECTED.

6"-9" RIPRAP CONSISTS OF 1 '-0" MINIMUM DEPTH.

4. WASHED CRUSHED ROCK WILL CONSIST OF ¾" FRACTURED FACED ROCK

WITH A MIN. OF lWO FRACTURED FACES.

TOPOGRAPHY ___________________ KB 0016

CONCRETE ENCASED

DUCT BANK SECTION ______________ KB 1731

FOUNDATION/STRUCTURAL DATA AND

DRAWING INDEX ________________ KB 2000

SITE PLAN ____________________ KB 2051

GRADING PLAN __________________ KB 2052

GRADING AT SERVICE

BUILDING DETAILS ______________ KB 2053

SECTIONS _____________________ KB 2054

NOTES

(3.0' P.C.C. VALLEY GUTTER)

1. FIBER-REINFORCED PORTLAND CEMENT CONCRETE (P.C.C.)

SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000

PSI MIN. COMPRESSIVE STRENGTH@ 28 DAYS, MIN. 6

SACKS OF CEMENT PER CUBIC YARD WITH A MAX.

WATER/CEMENT RATIO OF 0.45, AIR ENTRAINMENT 6%

±1.5%, SLUMP AT 1 TO 4 INCHES.POLYPROPYLENE FIBERS

SHALL BE ADDED TO THE P.C.C. PER THE MANUFACTURER'

RECOMMENDATIONS.

2.LONGITUDINAL VALLEY GUTTER SHALL HAVE EXPANSION

JOINTS EVERY 30 FEET AND

WEAKENED PLANE JOINTS EVERY 10 FEET.

3. AGGREGATE BASE SHALL BE ENGINEERED TYPE 2, CLASS B,

COMPACTED TO A MINIMUM OF 95%.

EXPLANATION

Q INDICATES REVISIONS

UPDATED REFERENCE DRAWINGS FID.

UNITED STATES DEPARTMENT OF ENERGY

WESTERN AREA POWER ADMINISTRATION

HEADQUARTERS - LAKEWOOD COLORADO

KIM BALL SU BSTATION

NORTH DAKOTA

CIVIL

DETAILS

DESIGNED FREDERICK FRENCH II _ _ APPROVED GINA CRAWFORD ______ _

CIVIL ENGINEERING MANAGER

�,5-

E C< F

S l�:--------------------------------------------------------------------------------------ic�

A Ei.L.......::M�A�Y�l�5�,�2�0�20;:_...1 __ ....!.:K�B:!.... __ L..�2�0�5�5:!.....J

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AutoCAD SHX Text 12-16-19

AutoCAD SHX Text

A7-MV

AutoCAD SHX Text

REVISED FOR STAGE 04 WORK.

AutoCAD SHX Text

EXPLANATION

AutoCAD SHX Text

INDICATES STAGE 04 WORK

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. GALVANIZE ALL MATERIAL AFTER FABRICATION. GALVANIZE ALL MATERIAL AFTER FABRICATION. 2. BOLTS 5/8"o HOLES 11/16" UNLESS NOTED. BOLTS 5/8"o HOLES 11/16" UNLESS NOTED. 3. ALL BEAM SEAT AND CLIP ANGLES L 3x2 1/2x3/8, 3" ALL BEAM SEAT AND CLIP ANGLES L 3x2 1/2x3/8, 3" O.S.L. FROM COLUMN UNLESS NOTED. 4. ALL PLATES 1/4" UNLESS NOTED. ALL PLATES 1/4" UNLESS NOTED. 5. PROVIDE BEVELED WASHERS FOR ALL BOLTS IN SLIPPED PROVIDE BEVELED WASHERS FOR ALL BOLTS IN SLIPPED FLANGES. 6. PROVIDE CONNECTIONS FOR FUTURE EXTENSIONS. PROVIDE CONNECTIONS FOR FUTURE EXTENSIONS. 7. "X" DIMENSIONS WILL BE FILLED IN WHEN APPROVED "X" DIMENSIONS WILL BE FILLED IN WHEN APPROVED DATA FOR EQUIPMENT IS RECEIVED. ADDITIONAL STRUCTURE MODIFICATIONS MAY BE NECESSARY FOR MOUNTING SWITCHES.

AutoCAD SHX Text

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AutoCAD SHX Text I

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AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text "X"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text "X"

AutoCAD SHX Text 11"

AutoCAD SHX Text X

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HVAC LEGEND

CONTROL DAMPER, MOTOR

OPERATED

MANUAL BALANCE DAMPER

BACKDRAFT DAMPER

ACCESS DOOR (AD)

ACCESS PANEL (AP)

DAMPERS:

FIRE (F) -

SMOKE (S) -

FIRE SMOKE (F/S) -

SECURITY BARS

FLEXIBLE DUCT

CONNECTION

RECTANGLUAR ELBOW WITH

TURNING VANES

RECTANGULAR TEE WITH

TURNING VANES

RECTANGULAR RADIUS

ELBOW

RISE IN RESPECT TO

AIR-FLOW

DROP IN RESPECT TO

AIR-FLOW

SQUARE OR RECTANGULAR

TO ROUND TRANSITION

SUPPLY AIR OR OUTSIDE AIR

RECTANGULAR DUCT

SECTION

RETURN AIR RECTANGULAR

DUCT SECTION

EXHAUST AIR RECTANGULAR

DUCT SECTION

ROUND FLEXIBLE DUCT

(5'-0" MAX LENGTH)

SQUARE OR RECTANGULAR

SUPPLY DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

THERMOSTAT

CARBON DIOXIDE SENSOR

HUMIDISTAT

LINEAR SLOT DIFFUSER

VARIABLE AIR VOLUME

TERMINAL BOX

FINNED TUBE RADIATION.

LENGTH OF ELEMENT SHOWN

IN PARENTHESIS

EMERGENCY SHUT-OFF

SWITCH

MOTOR

FAN CONTROL PANEL

AIRFLOW ARROW

BREATHING AIR DROP

COMPRESSED AIR DROP

SUPPLY AIR OR OUTSIDE AIR

ROUND DUCT SECTION

RETURN AIR ROUND DUCT

SECTION

EXHAUST AIR ROUND DUCT

SECTION

DIFFERENTIAL PRESSURE

SENSOR

STATIC PRESSURE SENSOR

OCCUPANCY SENSOR

ROUND & RECTANGULAR

DUCT TAKEOFF

CARBON MONOXIDE SENSOR

HS HYDROGEN SENSOR

CURRENT TRANSMITTERCT

BDD BACKDRAFT DAMPER

PIPE LINE ACCESSORIES

3-WAY VALVE

2-WAY VALVE

ANGLE VALVE

AUTOMATIC AIR VENT

ASSEMBLY

BACKFLOW PREVENTION

ASSEMBLY

BALANCING VALVE /

CIRCUIT SETTER

BALL VALVE

BLIND FLANGE

BUTTERFLY VALVE

CHECK VALVE

FLEX CONNECTION

FLOW ARROW

FLOW METER

GATE VALVE

GLOBE VALVE

HOSE GATE DRAIN VALVE

INSULATING FLANGE

MANUAL AIR VENT ASSEMBLY

- SEE SPECIFICATIONS FOR

APPROPRIATE VALVE TYPE

METER

MOTORIZED CONTROL VALVE

OUTSIDE SCREW & YOKE

VALVE

PIPE WITH HEAT TRACE

PLUG VALVE

PRESSURE GUAGE

SELF CONTAINED PRESSURE

REDUCING (REGULATING)

VALVE

PUMP

REDUCER (CONCENTRIC)

RELIEF, SAFETY OR THERMAL

RELIEF VALVE

REMOVABLE CAP

REMOVABLE PLUG

STRAINER

SUCTION DIFFUSER

TEST CONNECTION

THERMOMETER

UNION

Y-TYPE STRAINER

SPRING RETURN CLOSED

BALL VALVE

PIPE SYMBOLS

PIPE ELBOW

PIPE DOWN

PIPE UP

PIPE CONTINUATION

PIPELINE ABBREVIATIONS

MECHANICAL ABBREVIATIONS GENERAL NOTES:

CONSTRUCTION INTERFACE

DEMOLITION

EXISTING

NEW

EXISTING

NEW

DEMOLITION

AIR DISTRIBUTION

DEVICE IDENTIFICATION

AIR FLOW NECK SIZE

QUANTITY

SYSTEM TYPE SPEC. TYPE

SA-A

(2)175-8Ø

1. LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS

APPLICABLE TO PROJECT. SEE PLANS FOR SPECIFIC SYMBOLS AND

ABBREVIATIONS.

2. PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM

ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL

SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED

BY CODE.

3. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS, CONTRACT DOCUMENTS, AND

APPLICABLE CODES AND REGULATIONS.

4. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL,

CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT

DRAWINGS.

5. UNLESS OTHERWISE INDICATED MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO

UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES AND IN

MECHANICAL ROOMS.

6. LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT

ACCESS PANELS, CONTROLS, AND VALVING.

7. VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

8. ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE,

EQUIPMENT, OR PIPE INSULATION UNLESS NOTED OTHERWISE.

9. DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET

METAL SIZE SHALL BE AIR OPENING DIMENSION PLUS THE THICKNESS OF

ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT

INSTALLED, AIR OPENING SIZE AND SHEET METAL SIZE SHALL BE THE SAME.

10. LOCATE TRANSFER AIR DUCTS AND OPENINGS 24" ABOVE HIGHEST CEILING

ELEVATION UNLESS OTHERWISE NOTED.

11. COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND

ARCHITECTURAL PLANS.

12. INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND

COORDINATE WITH OTHER DEVICES LOCATED ON WALLS. COORDINATE WITH

ARCHITECTURAL WALL FINISHES.

13. PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH STRUCTURAL

DRAWINGS AND SPECIFICATIONS.

14. CONTRACTOR SHALL AIR BALANCE ALL GRILLES AND EQUIPMENT TO CFM'S

SHOWN ON PLANS.

15. MOUNT ALL OVERHEAD MECHANICAL EQUIPMENT AND FIXTURES WEIGHING 31

POUNDS OR MORE TO SUPPORTS THAT SHALL RESIST FORCES OF 0.5 TIMES

THE EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE

EQUIPMENT WEIGHT IN THE DOWNWARD DIRECTION.

BLWDN BLOWDOWN

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

COND CONDENSATE DRAIN

CR CONDENSATE RETURN

CT CHEMICAL TREATMENT

CTB COOLING TOWER BLOWDOWN

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

DI DEIONIZED WATER

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

HPS HIGH PRESSURE STEAM

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

LPS LOW PRESSURE STEAM

MPS MEDIUM PRESSURE STEAM

MW MAKEUP WATER (AFTER BACKFLOW

PREVENTER)

N NITROGEN

NG NATURAL GAS

O OXYGEN

PCR PUMPED CONDENSATE RETURN

RL REFRIGERANT LIQUID

RS REFRIGERANT SUCTION

V VACUUM

IA INSTRUMENT AIR

IH INFRARED HEATER

IN. W.C INCHES WATER COLUMN

LAT LEAVING AIR TEMPERATURE

LR LONG RADIUS

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAU MAKEUP AIR UNIT

MFR MANUFACTURER

MJ MECHANICAL JOINT

MW MAKE-UP WATER (AFTER BACKFLOW

PREVENTER)

NC NORMALLY CLOSED (FAIL POSITION)

NG NATURAL GAS

NO NORMALLY OPEN (FAIL POSITION)

OA OUTSIDE AIR

OB OPPOSED BLADE

OD OVERFLOW DRAIN

PB PARALLEL BLADE

PCW PROCESS COLD WATER

PFX PLATE AND FRAME HEAT EXCHANGER

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

RA RETURN AIR

RED REDUCER-REDUCING

RG REFRIGERANT HOT GAS DISCHARGE

RL REFRIGERANT LIQUID

RMJ RESTRAINED MECHANICAL JOINT

RS REFRIGERANT SUCTION

SA SUPPLY AIR

SCH SCHEDULE

SCR SPRING RETURN CLOSED

SHR SHORT RADIUS

SP STATIC PRESSURE SENSOR

SR SUPPLY REGISTER

ST STEAM TRAP

STM STEAM

SW SOCKET WELD

TA TRANSFER AIR

TOA TREATED OUTSIDE AIR

TOC TOP OF CONCRETE

TOD TOP OF DUCT

TOS TOP OF STEEL

UH UNIT HEATER

V VENT

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

WB WET BULB

WE WELD END

WN WELD NECK

12"Ø ROUND DUCT DIMENSION

24x12 RECTANGULAR DUCT DIMENSION (INCHES)

ACU AIR CONDITIONING UNIT

AFF ABOVE FINISHED FLOOR

AFMS AIR FLOW MEASURING STATION

AHU AIR HANDLING UNIT

ARF ABOVE RAISED FLOOR

AS AIR SEPARATOR

BBO BOILER BLOW-OFF

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BP BOOSTER PUMP

BS BRANCH SELECTOR (VRF SYSTEM)

CF CEILING FAN

CFM CUBIC FEET PER MINUTE

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CL CENTER LINE OF PIPE ELEVATION

CONC CONCENTRIC

COND COOLING COIL CONDENSATE DRAIN

CRU CONTROL ROOM UNIT

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

DB DRY BULB

DH DEHUMIDIFIER

DN DOWN

DRG DIFFUSER, REGISTER, GRILLE

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

EL ELEVATION

ELL ELBOW

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

ER EXHAUST REGISTER

ERU ENERGY RECOVERY UNIT

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FCU FAN COIL UNIT

FD FEEDWATER

FF FLAT FACED

FO FLAT OVAL

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

HWB HEATING HOT WATER BOILER

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

I.E. INVERT ELEVATION

4/03/2020

CU-1

CRU-2

CU-2

CU-3

CRU-3

EF-1

255-16x16

EA-A

LVR-2

150-12x12

150-10x10

SA-B

150-12x12

RA-C

ERU-1

12x12 OA

1/4" RS

1/4" RL

5/8" COND

CRU-1

1" COND

10x10 EA11

14LVR-1

255-12x18

CONCRETE

SLAB

CONCRETE

SLAB

CONCRETE

SLAB

CONCRETE SLAB

CD-1

CD-2

GENERAL NOTES:

KEYED NOTES:

1. CONTRACTOR SHALL LOCATE EQUIPMENT

SUCH THAT ALL REQUIRED MAINTENANCE

CLEARANCE/ACCESS ARE COORDINATED

WITH WORK BY OTHER TRADES.

1. FURNISH AND INSTALL MACURCO GD-6

HYDROGEN SENSOR OR APPROVED EQUAL.

INSTALL HYDROGEN SENSOR AT MOUNTING

ELEVATION PER MANUFACTURER'S

RECOMMENDATIONS. INTERLOCK WITH EF-1

AND ERU-1. REFER TO CONTROL

SCHEMATIC ON SHEET 3305 FOR DETAILS.

2. WALL MOUNT CONTROL ROOM UNIT 9'-0"

AFF. INSTALL PIPING PER DETAIL 2 ON DWG

3303 AND SECTION A ON DWG 3306.

3. INSTALL CONDENSING UNIT ON

MANUFACTURER'S STANDARD 12" EQUIPMENT

STAND ON CONCRETE PAD WITH HILTI KWIK

BOLT3 EXPANSION ANCHORS 3/8"Ø WITH 3

1/2" EMBEDMENT INTO CONCRETE.

4. INSTALL LOUVER AT 8'-2" AFF.

CONTRACTOR TO VERIFY LOUVER IS

INSTALLED BELOW SOFFIT. REFER TO DETAIL

1 ON DWG 3303.

5. INSTALL EXHAUST FAN AT 6'-10" AFF.

REFER TO DETAIL 3 ON DWG 3303 AND

SECTION A ON DWG 3306. COORDINATE

MOUNTING LOCATION WITH FINAL APPROVED

CRANE AND TROLLEY.

6. INSTALL ENERGY RECOVERY UNIT AT 9'-5"

AFF. REFER TO SECTIONS B AND C ON

DWG 3306.

7. PROVIDE WITH MANUFACTURER STANDARD

10"x10" 45° EA WEATHERHOOD, GREENHECK

MODEL WTHD-10 OR APPROVED EQUAL.

PROVIDE WITH BACKDRAFT DAMPER AND BIRD

SCREEN PER DETAIL 1 ON DWG 3304.

MOUNT AT UNDERSIDE OF SOFFIT.

8. PROVIDE STANDALONE PROGRAMMABLE

THERMOSTAT. MOUNT AT 4'-8" AFF.

9. CONDENSATE PIPE SHALL EXTEND PAST

CONCRETE SLAB TO DRAIN ON GRAVEL

SURFACING. TURN DOWN TO SPLASH BLOCK.

10. FURNISH AND INSTALL OCCUPANCY SENSOR,

WATTSTOPPER MODEL DT355 OR APPROVED

EQUAL. MOUNT ON CEILING.

11. PROVIDE LINESET COVER FOR REFRIGERANT

PIPING THROUGH SOFFIT TO INDOOR UNIT.

REFER TO SECTION A ON DWG 3306.

12. PROVIDE WITH MOTORIZED DAMPER AT INLET

OF LOUVER PER DETAIL 1 ON SHEET 3303.

13. MOUNT BATTERY ROOM UNIT AT 7'-6" AFF.

INSTALL PIPING PER DETAIL 2 ON DWG 3303

AND SECTION A ON DWG 3307.

14. INSTALL LOUVER AT 1'-0" AFF. REFER TO

DETAIL 1 ON DWG 3303.

SCALE IN FEET

0 2' 4' 8'

N O R

THMECHANICAL FLOOR PLAN

4/03/2020

HEAT PUMP SCHEDULE

TAG NO. SERVICE

SENSIBLE

COOLING

CAPACITY (MBH)

COOLING

CAPACITY TOTAL

(MBH)

HEATING

CAPACITY

(MBH)

COMPRESSOR

TYPE

EFFICIENCY

(EER)

RATED

OUTDOOR

DB (°F)

REFRIGERANT

TYPE

ELECTRICAL

WEIGHT

(LBS)

SIZE

(H X W X D) (IN) REMARKS

VOLT PH. MCA

CU-1 BATTERY ROOM 15.76 21.4 25.4 INVERTER 12.5 95 R410A 230 1 17.5 108 30-5/16 x 35-7/16 x 12-5/8 1,2,3,4,5 CU-2 CONTROL ROOM 15.76 21.4 25.4 INVERTER 12.5 95 R410A 230 1 17.5 108 30-5/16 x 35-7/16 x 12-5/8 1,2,3,4,5 CU-3 CONTROL ROOM 15.76 21.4 25.4 INVERTER 12.5 95 R410A 230 1 17.5 108 30-5/16 x 35-7/16 x 12-5/8 1,2,3,4,5

CONTROL ROOM UNIT SCHEDULE

TAG NO. LOCATION

ALTITUDE

(FT.)

TOTAL

AIRFLOW

(CFM)

COOLING HEATING ELECTRICAL

WEIGHT

(LBS) REMARKSSENSIBLE

CAPACITY

(MBTUH)

EAT

(°F)

LAT

(°F)

LAT

(°F)

HEATING

CAPACITY

(MBH)

VOLTS PHASE

CRU-1

BATTERY

ROOM 4800 1140 16.88 80.1 55 85 25.4 230 1 27 1,2,3,4

CRU-2

CONTROL

ROOM 4800 1140 16.88 80.1 55 85 25.4 230 1 27 1,2,3,4

CRU-3

CONTROL

ROOM 4800 1140 16.88 80.1 55 85 25.4 230 1 27 1,2,3,4

FAN SCHEDULE

MARK

AREA

SERVED

SERVICE

USED FOR FAN TYPE

ALT

(FT.)

AIRFLOW

(CFM)

FAN

SPEED

(RPM)

SPEED

CONTROL

EXTERNAL

STATIC

PRESSURE

(IN. W.G.)

SOUND

LEVEL

(LWA)

MIN.

MOTOR

TYPE

STARTER /

DISCONNECT

PROVIDED BY

VOLTS PHASE

ROOF/WALL

OPENING

WEIGHT

(LBS) REMARKS

EF-1

BATTERY

ROOM

HYDROGEN

EXHAUST SIDEWALL 4800 255 1598 VARIABLE 0.25 48 0.066667 TENV MANUFACTURER 115 1 8.5 x 8.5 27 1,2,3,4

LOUVER SCHEDULE

TAG SERVICE

SIZE

(INXIN)

AIRFLOW

(CFM)

PRESSURE

DROP

(IN.W.C)

INTERLOCK

ACTUATOR

TYPE VOLTS PHASE REMARKS

LVR-1 BATTERY ROOM 18x12 255 0.13 EF-1 BELIMO 120 1 1,3,4,5 LVR-2 CONTROL ROOM 12x12 150 0.13 ERU-1 BELIMO 120 1 1,2,4,5

NOTES:

1. PROVIDE WITH BIRD SCREEN.

2. CONTROLS CONTRACTOR TO INSTALL 24 VOLT ACTUATOR AND INTERLOCK WITH ENERGY RECOVERY UNIT.

3. CONTROLS CONTRACTOR TO INSTALL 24 VOLT ACTUATOR AND INTERLOCK WITH EXHAUST FAN.

4. PROVIDE LOUVER WITH INTEGRAL FLANGE AND INSTALL ACCORDING TO DETAIL 1 ON SHEET 3303.

5. REFER TO SPECIFICATION SECTION 23 31 13 - METAL DUCTS FOR DAMPER REQUIREMENTS.

NOTES:

1. PROVIDE WITH BACKDRAFT DAMPER AND BIRD SCREEN.

2. PROVIDE WITH MANUFACTURER'S UNIT MOUNTED DISCONNECT ACCORDING TO ELECTRICAL SPECIFICATIONS.

3. PROVIDE MOTOR STARTER WITH AUXILiARY 120V SET OF DRY CONTACTS TO BE INTERLOCKED WITH DAMPER AND HYDROGEN SENSOR CIRCUIT. COORDINATE WITH

ELECTRICAL CONTRACTOR.

4. PROVIDE EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE ENERGY STAR NAME

AND MARK.

NOTES:

1. ELECTRICAL TO PROVIDE DISCONNECT PER ELECTRICAL SPECIFICATIONS.

2. PROVIDE EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE ENERGY STAR NAME AND MARK.

3. PROVIDE WITH LOW AMBIENT KIT.

4. HEATING CAPACITY RATED AT 47° F.

5. PROVIDE ON CONCRETE EQUIPMENT PAD WITH 12" STAND PER ARCH DRAWINGS.

NOTES:

1. PROVIDE EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE

ENERGY STAR NAME AND MARK.

2. MOUNT UNITS ON WALL PER MANUFACTURER'S RECOMMENDATIONS.

3. POWER PROVIDED BY OUTDOOR UNIT, CONNECT PER MANUFACTURER'S RECOMMENDATIONS.

4. PROVIDE WITH MANUFACTURER'S STANDARD REMOTE PROGRAMMABLE THERMOSTAT.

DIFFUSER, REGISTER, & GRILLE SCHEDULE (DRG)

TAG DESCRIPTION MOUNTING

THROW

PATTERN

BASIS OF DESIGN:

REMARKS

MFR.

MODEL

NO.

A EXHAUST AIR GRILLE WALL - TITUS 350-FL 1,2,3

SQUARE SUPPLY AIR

GRILLE SURFACE - TITUS 301-FL 1,2,3

RECTANGULAR RETURN

AIR GRILLE SURFACE - TITUS 350-FL 1,2,3

NOTES:

1. DIFFUSER SIZES ARE NOTED IN DRAWINGS.

2. COLOR SHALL MATCH ACOUSTICAL CEILING TILES OR WALL. COORDINATE WITH

ARCH PLANS.

3. PROVIDE PRODUCT BY BASIS OF DESIGN MANUFACTURER OR APPROVED EQUAL.

ENERGY RECOVERY UNIT SCHEDULE 2/2

TAG NO.

COOLING HEATING

APPROX. UNIT

WEIGHT (LBS)

UNIT ELECTRICAL

REMARKS

EAT DB

(°F)

EAT WB

(°F)

LAT

(°F)

LAT WB

(°F)

TOTAL CAPACITY

(MBH)

SENSIBLE

CAPACITY

(MBH)

EAT

(°F)

LAT

(°F)

TOTAL CAPACITY

(MBH) VOLTS PHASE MOP MCA

ERU-1 94.7 60.2 80.1 60.3 0.15 0.15 -3.6 51 20.085 230 115 1 15 6.4 1,2,3,4,5,6

NOTES:

PROVIDE EQUIPMENT COMPLYING WITH ENERGY STAR PROGRAM REQUIREMENTS. EQUIPMENT SHALL BE ENERGY STAR CERTIFIED AND BEAR THE ENERGY STAR

NAME AND MARK.

2 2" MERV 8 FILTERS FOR OUTDOOR AND EXHAUST AIR OPENINGS PROVIDED BY MANUFACTURER.

3. PROVIDE ENERGY RECOVERY UNIT IN CONFIGURATION WITH END CONNECTIONS.

4. THE ENERGY RECOVERY UNIT SHALL BE PROVIDED FROM THE FACTORY WITH AN INTEGRAL CONTROL CENTER INCLUDING A SINGLE NON-FUSED

DISCONNECT, 24 VAC TRANSFORMER, TERMINAL STRIP, AND FAN STARTERS (CONTACTOR AND OVERLOAD).

5. PROVIDE WITH INTERNAL BACKDRAFT DAMPERS.

6. STANDARD SINGLE POINT POWER TO BE…

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File details come from the government source that posted it. Updated Aug 26, 2020.