W50S8X20B0001-0009_Addendum_03_Plans.pdf

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Attached to
IFB: Construct Fuel Systems Maintenance and Aircraft Corrosion Control Hangar Federal contract opportunity
Solicitation number
W50S8X-20-B-0001
Issued by
Department of the Army California Army National Guard

About this file

This solicitation is for the construction of an aircraft fuel cell maintenance and corrosion control hangar located at Moffett Federal Airfield in Mountain View, California. The project scope includes building an approximately 46,600 gross square foot facility consisting of a 25,000 square foot aircraft maintenance hangar and 21,600 square foot perimeter shops to support maintenance of the HC-130J Combat King II and HH-60G Pave Hawk aircraft. The single award firm fixed price design-bid-build contract will include site work such as demolition, grading, paving, utilities and landscaping. Construction is required to meet antiterrorism standards and be completed within 532 calendar days of the notice to proceed. The pre-bid conference will be held on August 11, 2020 and bids are due by the date specified in the solicitation posted on SAM.gov. Interested offerors must coordinate security access for the pre-bid site visit and be certified through the Joint Certification Program to access the controlled plans and specifications.

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Other files for this federal contract opportunity

Other files attached to IFB: Construct Fuel Systems Maintenance and Aircraft Corrosion Control Hangar, newest first.
File Type Posted
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Abstract_of_Offers.pdf PDF
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Questions_and_Answers.pdf PDF
W50S8X20B0001-0009_Addendum-04_Narrative.pdf PDF
W50S8X-20-B0001-0009.pdf PDF
W50S8X20B0001-0009_Addendum_03_Narrative.pdf PDF
W50S8X-20-B0001-0009_Conformed.pdf PDF
W50S8X20B0001-0009_Addendum_03_Specifications.pdf PDF
W50S8X20B0001-0009_Addendum-04_Specifications.pdf PDF
W50S8X20B0001-0009_Addendum-04_Plans.pdf PDF
W50S8X20B0001-0008_Addendum-02_ Plans.pdf PDF
W50S8X20B0001-0008_Addendum-02_ Narrative.pdf PDF
W50S8X20B0001-0008_Addendum-02_Specifications.pdf PDF
W50S8X20B0001-0008_Aircraft_Jacking_Data.pdf PDF
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Questions_and_Answers.pdf PDF
W50S8X20B0001_Bid_Schedule_Rev-2.xlsx XLSX spreadsheet
W50S8X-20-B-0001-0008.pdf PDF
W50S8X-20-B-0001-0008_Conformed.pdf PDF
W50S8X-20-B-0001-0007_Conformed.pdf PDF
W50S8X-20-B-0001-0007.pdf PDF
W50S8X20B0001_Interested_Vendors_List.pdf PDF
W50S8X-20-B-0001-0006_Conformed.pdf PDF
W50S8X20B0001-0006_Addendum-01_Narrative.pdf PDF
W50S8X-20-B-0001-0006.pdf PDF
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Questions_and_Answers.pdf PDF
W50S8X-20-B-0001-0005.pdf PDF
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Questions_and_Answers.pdf PDF
W50S8X20B0001-0004_Site_Walk_Sign-In.pdf PDF
W50S8X-20-B-0001-0004.pdf PDF
W50S8X20B0001-0004_Bid_Schedule_Rev-1.xlsx XLSX spreadsheet
W50S8X-20-B-0001-0003.pdf PDF
W50S8X20B0001-0002_Attachment_5_Geotechnical_Report.pdf PDF
W50S8X20B0001_Bid_Schedule.xlsx XLSX spreadsheet
W50S8X-20-B-0001-0002.pdf PDF
W50S8X20B0001_Fuel_Cell_Corrosion_Control_Hangar_Questions_and_Answers.pdf PDF
W50S8X-20-B-0001-0001.pdf PDF
W50S8X20B0001_Attachment_5_Bid_Schedule.xlsx XLSX spreadsheet
W50S8X20B0001_Attachment_1_Project_Plans_Volume_1A.pdf PDF
W50S8X20B0001_Attachment_4_JA_for_Brand_Name_Requirements.pdf PDF
W50S8X-20-B-0001.pdf PDF
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Text version

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05-A40712 6

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MEN

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JAN. CL.

WOMEN

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166A

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3' - 0"9' - 0"8' - 8 1/8"7' - 11 1/2"8' - 8"6' - 0 1/8"22' - 4 1/2"

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8' - 2 5/8" 11' - 4" 8' - 2 1/4" 6' - 8" 4' - 1" 5' - 0" 4' - 2 1/8" 6' - 0" 7' - 4" 4' - 8 3/8"

TA-3

TA-6

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9.7

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HAHBHC

05-A512

05-A512

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TA-15

5' - 1 1/4"

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18' - 8"

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TOILET ACCESSORY SCHEDULE

36" GRAB BAR

42" GRAB BAR

MIRROR WITH METAL FRAME

PAPER TOWEL DISPENSER

PAPER TOWEL DISPOSAL

SANITARY NAPKIN DISPOSAL

SOAP DISPENSER

TOILET PAPER DISPENSER

MOP AND BROOM HOLDER

HEAVY DUTY METAL SHELF

SHOWER CURTAIN ROD

SHOWER CURTAIN

HOOKS

SHOWER SEAT

CHECK MIRROR FULL HEIGHT

ELECTRIC AIR HAND DRYER

TA-1

TA-2

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TA-5

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TA-7

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ACCESSORY DESCRIPTION SPEC

REFERENCE

NOTE:

1. SEE SHEET 00-A501 FOR ABA SHOWER REQUIREMENTS

2. TA-5 MAY BE SEMI-RECESSED OR SURFACE MOUNTED AS SHOWN

ON PLANS

1' - 6"3' - 0"2' - 6"

00-A503

00-A503

00-A503

2' - 0" 2' - 0" 2' - 0"

00-A503

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05-A105 1/4" = 1'-0"

1 ENLARGED FLOOR PLAN - AREA D

3 DOUBLE TIER PERSONNEL LOCKER

6 SINGLE TIER OVERSIZED LOCKER WITH BENCH

16 EYEWASH/SHOWER STATION

74 ROBE/COAT HOOK

2 4 84

SCALE: 1/4"=1'-0"

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GENERAL NOTES:

1. REFER TO 00-G015 FOR FULL SET OF

KEYNOTES. UNUSED KEYNOTES ARE NOT

SHOWN.

2. SEE SHEET 00-A504 & 05-A508 FOR ALL

PARTITION TYPES

3. REFER TO LIFE SAFETY PLANS 05-G106 THRU

05-G109 FOR FIRE-RATED PARITIONS

KEY NOTES:

05-A104 3/8" = 1'-0"

2 BATT. RM./ JAN. CL. WEST WALL

05-A104 3/8" = 1'-0"

3 BATT. RM./ JAN. CL. EAST WALL

L

LOUVERED

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DOUBLE FLUSH

DOOR TYPES

G

HALF LIGHT

OH

OVERHEAD COILING

DOOR

NOTES:

1. ALL DOOR HEIGHTS & WIDTHS ARE TO BE AS SCHEDULED

SINGLE FRAME

MASONRY HEAD

SINGLE FRAME

DOUBLE FRAME

DOOR FRAME TYPES

2"

2"

2"

NOTES:

1. ALL DOOR FRAME HEIGHTS & WIDTHS ARE TO BE AS SCHEDULED

2"2"2"

DOUBLE FRAME

MASONRY HEAD

2" 2"

F

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6" 2' - 0" 6"

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DOOR SCHEDULE

DOOR NUMBER

PR

Door WIDTH HEIGHT

DOOR FRAME

RATING Hardware Set HEAD JAMB SILL COMMENTSTYPE MATERIAL TYPE MATERIAL GLASS

157A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

157B 3' - 0" 7' - 0" F HM 2 HM - - HW-03 8/00-A508 8/00-A508 - 5,6,7

157C 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 - 5,7

158 4' - 0" 7' - 0" F HM 1 HM - 45 MIN HW-10 12/00-A508 13/00-A508 12/00-A508 3

159 4' - 0" 7' - 0" F HM 1 HM - - HW-03 10/00-A508 10/00-A508 - 6,7

160 3' - 0" 7' - 0" F WD 1 HM - - HW-08 10/00-A508 10/00-A508 -

161 3' - 0" 7' - 0" F WD 1 HM - - HW-08 10/00-A508 10/00-A508 -

162A 3' - 0" 7' - 0" CW ALUM CW4 ALUM G1 - HW-03 10/05-A605 7/05-A605 11/00-A508 5,6,7

162B 3' - 0" 7' - 0" SF ALUM SF1 ALUM G3 - HW-03 14/00-A508 14/00-A508 5,6,7

163A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

163B 8' - 0" 8' - 0" OH STL - STL - - - 8/05-A503 4/00-A508 3/00-A508 1

164 PR 6' - 0" 7' - 0" F HM 4 HM - - HW-02 10/00-A508 10/00-A508 -

165 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-07 8/00-A508 8/00-A508 11/00-A508 6,7

166A 3' - 0" 7' - 0" G HM 2 HM G3 - HW-04 8/00-A508 8/00-A508 - 5,6,7

166B 3' - 0" 7' - 0" G HM 2 HM G3 - HW-04 8/00-A508 8/00-A508 11/00-A508 5,6,7

167 3' - 0" 7' - 0" F HM 1 HM - - HW-09 10/00-A508 10/00-A508

200A 3' - 0" 7' - 0" F HM 1 HM - - HW-03 5/00-A508 5/00-A508 11/00-A508 5,7

200B 3' - 0" 7' - 0" F HM 2 HM - - HW-03 5/00-A508 5/00-A508 11/00-A508 5,7

DOOR SCHEDULE

DOOR NUMBER

PR

Door WIDTH HEIGHT

DOOR FRAME

RATING Hardware Set HEAD JAMB SILL COMMENTSTYPE MATERIAL TYPE MATERIAL GLASS

100A 3' - 0" 7' - 0" F HM 1 HM - - HW-03 5/00-A508 5/00-A508 11/00-A508 5,6,7

100AA PR 3' - 0" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100AB PR 3' - 0" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100AC PR 3' - 0" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100AD PR 3' - 0" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100AE PR 3' - 0" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100B 3' - 0" 7' - 0" F HM 1 HM - - HW-03 5/00-A508 5/00-A508 11/00-A508 5,6,7

100CA 3' - 0" 7' - 0" CW1 ALUM CW1 ALUM G1 - HW-03 10/05-A605 7/05-A605 11/00-A508 5,6,7

100CB 10' - 0" 10' - 0" OH STL - STL - - - 8/05-A605 9/05-A605 9/05-A502 1

100DA PR 2' - 6" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100DB PR 2' - 6" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100DC PR 2' - 6" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100DD PR 2' - 6" 7' - 0" L HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

100E 4' - 0" 7' - 0" F HM 1 HM - 45 MIN HW-02 8/00-A508 8/00-A508 11/00-A508

101A 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

101B 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 9/05-A503 1

101C 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

101D 3' - 0" 7' - 0" F HM 2 HM - - HW-03 8/00-A508 8/00-A508 -

102A 12' - 0" 9' - 0" OH STL - STL - 45 MIN - - - - 4

102B 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4,5,7

103 3' - 0" 7' - 0" F HM 1 HM - 90 MIN - - - - 4

104A 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4

104B 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4

105A 12' - 0" 9' - 0" OH STL - STL - 45 MIN - - - - 4

105B 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4,5,7

106A 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4

106B 3' - 0" 7' - 0" F HM 1 HM - 90 MIN - - - - 4

106C 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4,5,7

107A 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-07 8/00-A508 8/00-A508 11/00-A508 5,7

107B 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4,5,7

108A 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4

109 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-06 8/00-A508 8/00-A508 11/00-A508

110A PR 6' - 0" 7' - 0" F HM 4 HM - - HW-01 6/00-A508 7/00-A508 11/00-A508 5,6,7

110AA 3' - 0" 7' - 0" F HM 1 HM - 45 MIN - - - - 4,5,7

110B 3' - 0" 7' - 0" F HM 1 HM - 45 MIN HW-08 8/00-A508 8/00-A508 - 5,7

110C PR 6' - 0" 7' - 0" F HM 4 HM - 45 MIN HW-02 8/00-A508 8/00-A508 - 5,7

110D 3' - 0" 7' - 0" F HM 2 HM - - HW-06 8/00-A508 8/00-A508 -

110E 8' - 0" 10' - 0" OH STL - STL - - - 1/00-A508 4/00-A508 3/00-A508 MANUAL COILING

DOOR,

UNINSULATED.

111A 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-06 8/00-A508 8/00-A508 11/00-A508

111B 3' - 0" 7' - 0" F HM 2 HM - - HW-06 8/00-A508 8/00-A508 -

112 3' - 0" 7' - 0" F HM 1 HM - 45 MIN HW-08 10/00-A508 10/00-A508 -

113 3' - 0" 7' - 0" F HM 2 HM - 45 MIN HW-06 8/00-A508 8/00-A508 -

114 PR 6' - 0" 7' - 0" F HM 4 HM - 45 MIN HW-02 8/00-A508 8/00-A508 11/00-A508

115A PR 6' - 0" 7' - 0" F HM 4 HM - 45 MIN HW-02 8/00-A508 8/00-A508 11/00-A508

115B 3' - 0" 7' - 0" F HM 2 HM - - HW-06 8/00-A508 8/00-A508 11/00-A508

116A 3' - 0" 7' - 0" G HM 2 HM G3 45 MIN HW-07 8/00-A508 8/00-A508 11/00-A508 5,7

116B 3' - 0" 7' - 0" G HM 2 HM G3 - HW-07 8/00-A508 8/00-A508 - 5,7

117A 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

117B 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

118A 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

118B 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

119 3' - 0" 7' - 0" F HM 1 HM - - HW-06 10/00-A508 10/00-A508 - 6,7

120A PR 6' - 0" 7' - 0" F HM 4 HM - - HW-01 6/00-A508 7/00-A508 11/00-A508

120B PR 6' - 0" 7' - 0" F HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

120C PR 6' - 0" 7' - 0" F HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

121 PR 6' - 0" 7' - 0" F HM 4 HM - - HW-01 6/00-A508 7/00-A508 11/00-A508

122A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

122B 3' - 0" 7' - 0" F HM 1 HM - - HW-05 10/00-A508 10/00-A508 -

122C 3' - 0" 7' - 0" F HM 1 HM - - HW-05 10/00-A508 10/00-A508 -

123 3' - 0" 7' - 0" F HM 1 HM - - HW-08 10/00-A508 10/00-A508 -

125 3' - 0" 7' - 0" F HM 1 HM - - HW-06 10/00-A508 10/00-A508 -

126 3' - 0" 7' - 0" F HM 1 HM - - HW-05 10/00-A508 10/00-A508 -

127 3' - 0" 7' - 0" F HM 1 HM - - HW-05 10/00-A508 10/00-A508 -

128 3' - 0" 7' - 0" F HM 1 HM - - HW-08 10/00-A508 10/00-A508 -

129 3' - 0" 7' - 0" F HM 1 HM - - HW-08 10/00-A508 10/00-A508 -

130A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

130B 3' - 0" 7' - 0" F WD 1 HM - - HW-05 10/00-A508 10/00-A508 -

131A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A504 5,6,7

131B 3' - 0" 7' - 0" F WD 1 HM - 45 MIN HW-07 10/00-A508 10/00-A508 11/00-A508

132A 3' - 0" 7' - 0" CW ALUM CW4 ALUM G1 - HW-03 10/05-A605 7/05-A605 11/00-A508 5,6,7

132B 3' - 0" 7' - 0" SF ALUM SF1 ALUM G3 - HW-03 14/00-A508 14/00-A508 - 5,6,7

133 3' - 0" 7' - 0" F WD 1 HM - - HW-08 10/00-A508 10/00-A508 -

135A 3' - 0" 7' - 0" CW ALUM CW4 ALUM G1 - HW-03 10/05-A605 7/05-A605 11/00-A508 5,6,7

135B 3' - 0" 7' - 0" SF ALUM SF1 ALUM G3 - HW-03 14/00-A508 14/00-A508 - 5,6,7

137A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

137B 3' - 0" 7' - 0" F HM 1 HM - - HW-03 10/00-A508 10/00-A508 - 5,6,7

138 PR 8' - 0" 7' - 10" F HM 1 HM - - HW-01 5/00-A508 7/00-A508 11/00-A508 5,7

139 3' - 0" 7' - 0" G HM 2 HM G3 - HW-08 8/00-A508 8/00-A508 11/00-A508 2

140 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

141 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

142A 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

142B 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

143A 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

143B 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

144A 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

144B 12' - 0" 16' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

144C 3' - 0" 7' - 0" F HM 2 HM - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

144D 3' - 0" 7' - 0" F HM 2 STL - - HW-02 4/00-A511 5/00-A511 - ABI-3

145 3' - 0" 7' - 0" G HM 2 HM G3 - HW-08 8/00-A508 8/00-A508 11/00-A508 2

146 3' - 0" 7' - 0" F HM 2 HM - - HW-06 8/00-A508 8/00-A508 -

147A 3' - 0" 7' - 0" F HM 2 HM - - HW-03 6/00-A508 7/00-A508 11/00-A508 5,6,7

147B 3' - 0" 7' - 0" F HM 2 HM - - HW-01 8/00-A508 8/00-A508 - 5,6,7

148A PR 6' - 0" 7' - 0" F HM 4 HM - - HW-01 6/00-A508 7/00-A508 11/00-A508 5,6,7

148B PR 8' - 0" 7' - 10" F HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

149 3' - 0" 7' - 0" F HM 2 HM - - HW-06 8/00-A508 8/00-A508 -

150 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

151 3' - 0" 7' - 0" F HM 2 HM - - HW-05 8/00-A508 8/00-A508 -

152A 8' - 0" 8' - 0" OH STL - STL - - - 5/05-A504 4/00-A508 3/00-A508 1

152B 3' - 0" 7' - 0" F HM 2 HM - 90 MIN HW-06 8/00-A508 8/00-A508 -

153 3' - 0" 7' - 0" F HM 2 HM - - HW-12 8/00-A508 8/00-A508 - 6,7

154A 8' - 0" 8' - 0" OH STL - STL - - - 8/05-A503 4/00-A508 3/00-A508 1

154B 3' - 0" 7' - 0" F HM 2 HM - 90 MIN HW-06 8/00-A508 8/00-A508 -

155A PR 6' - 0" 7' - 0" F HM 4 HM - - HW-01 6/00-A508 7/00-A508 11/00-A508

155B PR 6' - 0" 7' - 0" F HM 4 HM - - HW-02 8/00-A508 8/00-A508 -

155C 3' - 0" 7' - 0" F HM 2 STL - - HW-02 4/00-A511 5/00-A511 - ABI-3

156A 3' - 0" 7' - 0" CW ALUM CW4 ALUM G1 - HW-03 10/05-A605 7/05-A605 11/00-A508 5,6,7

156B 3' - 0" 7' - 0" F HM 2 HM - - HW-03 14/00-A504 14/00-A504 - 5,6,7

DOOR SCHEDULE COMMENTS:

1. COILING OVERHEAD DOOR HARDWARE BY DOOR MANUFACTURER

2. SOUND RATED HOLLOW METAL DOOR WITH STC-50 RATING.

3. HARDWARE FOR VAULT DOOR PROVIDED BY VAULT DOOR MANUFACTURER.

4. DOOR PROVIDED BY MODULAR BOOTH MANUFACTURER. (HARDWARE SET BY MAUFACTURER)

5. PANIC HARDWARE TO BE PROVIDED, SEE SPECIFICATIONS

6. CARD READER ACCESS CONTROL

7. REFER TM & TY SHEETS FOR ACCESS CONTROL AND ELECTRONIC SECURITY ELEMENTS.

IS

S

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E S

C R

IP

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/1

/2

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/2 /2

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W

32 4

28 27 2526

R

30 29

D W

DW

A

B

CC.9DEFGH

H3

H4

H5

H6

A.7

5.7

5.9

5.5

CATCH BASIN

05-P403

TD-2

2" V UP

0.5% SLOPE

S L O

P E

S L O

P E

2" SAN

4" SAN

4" SAN

SEE CIVIL

FOR CONT.

F 4LKRS W/

SHOWERS

M 14LKRS

W/

SHOWERS

STOR.

TRAINING

MOBILITY

100A

CORR.

FUEL SHOP

TOOL RM.

FUEL TANK

FOAM RM.

FISC/FSC

OFFICE

FMT

OFFICE

CORRIDOR

LAB

VEST.

HANGAR

2-WAY CLEANOUT

MATCHLINE - SEE SHEET 05-P101 FOR CONTINUATION

MATCHLINE - SEE SHEET 05-P103 FOR CONTINUATION

B.6 A.2

6.1

HF HC HAHE

A.3A.6

HD HB

8" OW

8" OW

8" OW

3" OW 3" OW

US-2

GENERAL NOTES:

1. REFER TO 00-G010 FOR PLUMBING SYMBOLS, ABBREVIATIONS

AND GENERAL NOTES APPLICABLE TO PLUMBING DISCIPLINE.

2. REFER TO SHEET 00-P600 THRU 00-P606 FOR PLUMBING

FIXTURE MATERIAL LIST AND CONNECTION SCHEDULE.

3. REFER TO SHEETS 05-P901 THRU 05-P910 FOR PLUMBING

ISOMETRIC DETAILS.

4. ALL DOMESTIC WATER PIPING SHALL BE 3/4" UNLESS NOTED

OTHERWISE.

5. REFER TO SHEET 00-P501 THRU 05-P503 FOR PLUMBING DETAILS

APPLICABLE TO PLUMBING DISCIPLINE.

6. PROVIDE TRAP PRIMER TP-1 FOR ALL NON-SHOWER FLOOR

DRAINS, TYPICAL.

7. PROVIDE ACCESS PANELS AT CHASE WALL/CEILINGS AS

REQUIRED FOR ACCESS TO SHUT OFF VALVES. CONTRACTOR

TO FIELD COORDINATE WITH GC.

A

B

C

KEYPLAN

D

1 2 3 4 5

D

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B

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C H

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ISSUED FOR BID PURPOSES

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FILE NAME: 10030900-05-PLUMBING.RVT

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F L

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A N

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A

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S E

W E

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L A

N A

R E

A B

1/8" = 1'-0"

PLUMBING UNDERFLOOR SANITARY SEWER PLAN - AREA B

4 8 168

SCALE: 1/8"=1'-0"

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1 TRENCH DRAIN ISOLATION CONTROL VALVE.

VALVE SHALL CLOSE UPON SIGNAL FROM FIRE

ALARM SYSTEM. LOCATE VALVE IN PRECAST

CONCRETE VALVE BOX WITH STEEL CHECKER

PLATE LID. CHRISTY N48 BOX WITH B48-62D LID

OR EQUAL IN SIZE & STRENGTH. VALVE SHALL

BE CLASS 1 DIVISION 1 CLASSIFICATION.

2 8" SAN DN FROM YCO ABOVE.

KEYNOTES X

32 4

28 27 2526

R

30 29

D W

DW

ABCC.9DEFGH

H3

H4

H5

H6

A.7

5.7

5.9

5.5

05-P403

2" VTR

WF-1

ESEW-1

F 4LKRS W/

SHOWERS

M 14LKRS

W/

SHOWERS

STOR.

TRAINING

MOBILITY

100A WORK

CENTER/

OFFICE/

TRAINING

CORR.

FUEL SHOP

TOOL RM.

FUEL TANK

FOAM RM.

FISC/FSC

OFFICE

FMT

OFFICE

CORRIDOR

LAB

VEST.

TUG

ACCESS

100C

HANGAR

PRECAST OVERFLOW TANK

MANUFACTURER TO PROVIDE

AUDIO/VISUAL ALARM MOUNTED AT 54

INCHES ABOVE FINISHED FLOOR LEVEL

INTERLOCKED WITH FLOW SWITCH

CONTROL PANEL ON EXTERIOR.

MATCHLINE - SEE SHEET 05-P110 FOR CONTINUATION

MATCHLINE - SEE SHEET 05-P112 FOR CONTINUATION

B.6 A.2

6.1

HF HC

HA

HE A.3A.6HD HB

YCO

US-2

GENERAL NOTES:

1. REFER TO 00-G010 FOR PLUMBING SYMBOLS, ABBREVIATIONS

AND GENERAL NOTES APPLICABLE TO PLUMBING DISCIPLINE.

2. REFER TO SHEET 00-P600 THRU 00-P606 FOR PLUMBING

FIXTURE MATERIAL LIST AND CONNECTION SCHEDULE.

3. REFER TO SHEETS 05-P901 THRU 05-P910 FOR PLUMBING

ISOMETRIC DETAILS.

4. ALL DOMESTIC WATER PIPING SHALL BE 3/4" UNLESS NOTED

OTHERWISE.

5. REFER TO SHEET 00-P501 THRU 05-P503 FOR PLUMBING DETAILS

APPLICABLE TO PLUMBING DISCIPLINE.

6. PROVIDE TRAP PRIMER TP-1 FOR ALL NON-SHOWER FLOOR

DRAINS, TYPICAL.

7. PROVIDE ACCESS PANELS AT CHASE WALL/CEILINGS AS

REQUIRED FOR ACCESS TO SHUT OFF VALVES. CONTRACTOR

TO FIELD COORDINATE WITH GC.

A

B

C

KEYPLAN

D

1 2 3 4 5

D

C

B

A

P R

O J E

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M A

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:2 :0

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FILE NAME: 10030900-05-PLUMBING.RVT

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A N

D V

E N

T

P L

A N

A

R E

A B

1/8" = 1'-0"

PLUMBING FLOOR PLAN - AREA B

4 8 168

SCALE: 1/8"=1'-0"

IS

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A D

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L-1

L-1

WC-1A

U-1A

SK-3

SK-1

L-3

WC-1A

SH-1

SH-1

SH-1

ESEW-11

US-2

3/4" PWH (120F)

3/4" PWC

1 1/2" PWC

1 1/2" PWC

3/4" PWH (120F)

EEW-1 2

WH-1

3/4" PWC

3/4" PWH (140F)

SEE 05-P904 - RISER

DIAGRAM AREA A

FOR CONTINUATION

SEE 05-P904 - RISER

DIAGRAM AREA C

FOR CONTINUATION

4" PWC

3/4" PWHR (120F)

2" PWH (120F)

1" PWHR (140F)

2" PWH (140F)

3/4" PWHR (180F)

1" PWH (180F)

4" PWC

3/4" PWHR (120F)

2" PWH (120F)

1" PWHR (140F)

2" PWH (140F)

3/4" PWHR (180F)

1" PWH (180F)

1 1/2" PWC

3/4" PWH (120F)

3/4" PWC

3/4" PWC

3/4" PWH (140F)

3/4" PWC

3/4" PWC

3/4" PWH (120F)

3/4" PWC

1 1/4" PWH (140F)

1 1/4" PWC

1 1/2" PWC

3/4" PWH (120F)

3/4" PWC

1/2" PWC

1/2" PWH (120F)

3" PWC

2" PWH (120F)

2" PWH (120F)

2" PWH (120F)

4" PWC

4" PWC

2" PWH (140F)

4" PWC

MS-2

L-3

WB-1

ESEW-11

2" PWC

EEW-1

1 1/2" PWH (140F)

3/4" PWH (120F)

SEE 05-P904 - RISER

DIAGRAM AREA B

FOR CONTINUATION

SEE 05-P906 - RISER

DIAGRAM AREA D FOR

CONTINUATION

4" PWC

3/4" PWHR (120F)

2" PWH (120F)

1" PWHR (140F)

1" PWH (180F)

3/4" PWHR (180F)

2" PWH (140F)

1" PWH (180F)

3/4" PWHR (180F)

2" PWH (140F)

1" PWHR (140F)

1 1/2" PWH (120F)

4" PWC

3/4" PWHR (120F)

1 1/4" PWC

1 1/4" PWH (140F)

1 1/4" PWC

3/4" PWH (120F)

3/4" PWH (140F)

1" PWC

3/4" PWC

3/4" PWH (140F)

3/4" PWC

3/4" PWC

3/4" PWH (120F)

WC-1A

2" PWC

1" PWC

1 2 3 4 5

D

C

B

A

P R

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M A

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M E

C H

A N

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A

L

E L E

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A L

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A R

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SHEET NUMBER

T E

L E

C O

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P H

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ISSUED FOR BID PURPOSES

C A

L

IF

O R

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IA

A

IR

N A

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N A

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G U

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D R

E L

O C

A T

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M O

F F

E T

T F

E D

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A L A

IR

F

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L

D M

O U

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A

IN

V

IE

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A

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/2

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:2 :0

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FILE NAME: 10030900-05-PLUMBING.RVT

F U

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IA

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A M

WATER RISER DIAGRAM - AREA B

WATER RISER DIAGRAM - AREA C

1 1-1/4" CW AND HW TO MIXING VALVE, ROUTE

1-1/4" TEMPERED WATER TO EMERGENCY

SHOWER AND EYEWASH.

2 1/2" CW AND HW TO MIXING VALVE, ROUTE

1/2" TEMPERED WATER TO EMERGENCY

EYEWASH.

KEYNOTES X

IS

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/2 /2

A D

D E

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U M

0X-E301

0X-E302

P E

D

P

E

D

M P

H

X I N

G

P

E

D

S T

O P

S T

O P

S T

O P

S T

O P

F

O

C

H

E

K

P

I N

T

S T

O P

S T

O P

S

T

O

P

S T O

P

S T

O P

STOP

S T

O P

STOP

STOP

S T

O P

S T

O P

S T

O P

F

E

I N

T

STOP

M H

M H

M H

M H

W

W

W

W

A

W

A

F

P

A

W

A

G

B

B

W

C

W

C

T

E

A

Z

E

A

C A

L I F

O R

N I

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N

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O C

A T

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A T

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1 2 3 4 5

D

C

B

A

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T

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A G

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P R

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M

B E

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L A

W I A

K

A R

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A L

F I R

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A L

ISSUED FOR CONSTRUCTION

M O

F F

F

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A L

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SHEET NUMBER

FILENAME:

T E

L E

C O

M

R

A

N D

R E

W

C

S

T A

T S

E R

K

C

H E

U N

G

R

R

I C

H T

E R

K

L E

I S

S U

E

F

B

D

D

S

T E

P H

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S O

N

M

F

A R

S A

D

I S

S U

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F

N

S T

R U

C T

I O

N

( IN FEET )

GRAPHIC SCALE

1 INCH = 150 FT.

150 15075

0X-E300.DWG

0X-E300

D E

M O

L I T

I O

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O V

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A L

L

S

I T

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L A

N

LEGEND:

ABANDON

DEMO

EXISTING

TRANSFORMER

EXISTING MANHOLE

EXISTING PAD-MOUNT SWITCH

NEW MANHOLE

NEW PAD-MOUNT SWITCH

GENERAL NOTES:

1. EXISTING UNDERGROUND ELECTRICAL CONDUIT

ROUTING SHOWN IS BASED ON EXISTING

INFORMATION. PRIOR TO CONSTRUCTION WORK,

FIELD VERIFY LOCATIONS, DIMENSIONS, AND

ELEVATIONS OF EXISTING UTILITIES AND

STRUCTURES THAT PERTAIN TO AND/OR AFFECT

CONSTRUCTION OF THIS PROJECT.

2. REFER TO DEMOLITION ONE-LINE ON SHEET

0X-ED401 FOR SCOPE OF MEDIUM VOLTAGE

CONDUCTOR REMOVAL.

3. HATCHED DUCTBANKS ARE TO BE REMOVED IN

THEIR ENTIRETY. WHERE REMOVED TO A MANHOLE

THE MANHOLE PENETRATIONS WILL BE PATCHED.

4. ABANDONED DUCTBANKS SHALL BE CAPPED AND

CONDUCTORS REMOVED. DUCTBANK MAY REMAIN

FOR FUTURE USE.

5. ABANDONED MANHOLES TO HAVE CONDUCTORS

REMOVED AND MANHOLE LEFT IN PLACE FOR

FUTURE USE.

6. PROVIDE TEMPORARY GENERATORS TO SUPPORT

FACILITIES TO REMAIN DURING THE DURATION OF

ALL SCHEDULED OUTAGES. GENERATOR SIZE

SHALL MATCH ELECTRICAL SERVICE ENTRANCE OR

PEAK DEMAND LOAD OF SERVICE. MATCH

VOLTAGE OF SERVICE ENTRANCE.

XMH

XSW

MH

SW

KEYNOTES:

1. DISCONNECT AND REMOVE MEDIUM VOLTAGE

CONDUCTORS BETWEEN SW-422 AND SW-424. REFER

TO DEMOLITION ONE-LINE 0X-ED401. APPROXIMATE

HORIZONTAL DISTANCE 960'. ABANDON MANHOLES

AND DUCTBANK FROM XMH266 SOUTH TO SW-424.

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STOP

STOP

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STOP

S

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STOP

D is h

M H

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M H

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W5-19

W5-18

W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

A

Z

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A

1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 0X-E302

GENERAL NOTES:

1. REFER TO SHEET 0X-E300 FOR LEGEND

AND GENERAL NOTES.

KEYNOTES:

1. MEDIUM VOLTAGE CONDUCTORS TO EXISTING

TRANSFORMER PRIMARY TO BE

DISCONNECTED AND REMOVED.

TRANSFORMER TO REMAIN. DUCTBANK TO BE

REUSED. REFER TO ONE-LINE DIAGRAMS.

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0X-E301.DWG

0X-E301

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XMH-510

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XMH-258A

XMH-514

XMH-258

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STOP

STOP

S T

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STOP

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S T

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STOP

STOP

STOP

STOP

S

T O

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FOD CHECK POINT

STOP

D is h

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M H

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W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

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1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 0X-E301

GENERAL NOTES:

1. REFER TO SHEET 0X-E301 FOR LEGEND

AND GENERAL NOTES.

KEYNOTES:

1. LIGHTING TOWER IS A MOBILE TRAILER. MOVE

TRAILER, AFTER DISCONNECTING POWER, TO

STAGING LOCATION IDENTIFIED BY BASE CE.

2. DEMO DUCTBANK TO LIMITS OF APRON.

DUCTBANK BENEATH APRON TO BE CAPPED AND

ABANDONED IN PLACE.

3. DISCONNECT AND REMOVE POWER FROM

BUILDING 661 TO NOVEMBER GATE. GATE AND

OPERATORS TO REMAIN. REFER TO NEW WORK

PLANS.

4. DISCONNECT AND REMOVE OSCAR GATE POWER

AND EXPOSED CONDUIT AND WIRING BACK TO

JET ENGINE BUILDING.

5. DISCONNECT AND REMOVE CONDUCTORS FROM

THIS POINT TO EXISTING SW-424 LOCATED

SOUTH OF BUILDING 622. MANHOLES AND

DUCTBANKS TO BE ABANDONED. REFER TO

OX-E300 FOR ROUTING AND LOCATION.

X

0X-E302.DWG

0X-E302

D E

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I O

N

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I A

L

S

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E

P

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XMH-516

XMH-518

SW-422

XMH-228

XMH-266

APRON LIGHTING

SOUTH TOWER

APRON LIGHTING

NORTH TOWER

XMH-225

XMH-226

XMH-227

1/

D

E N

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SWITCH SW-421

SWITCH SW-423

MACON @ E. PATROL

SWITCH SW-422

SWITCH SW-425 AFFF RESERVOIR

BLDG

N.O

BLDG

BLDG

BLDG

675676677678

BLDG

679687

B650 S. PKGLOT

SWITCH SW-428

JET

ENG

INSP

T-PV2

500KVA

12.47KV/480Y/277V

3PH, 4W

GENERAL NOTES:

1. CONTRACTOR RESPONSIBLE FOR PHASING OF

SITE ELECTRICAL WORK. COORDINATE WITH

ALL TRADES TO DETERMINE PROPER

SEQUENCE OF WORK.

2. IT IS POSSIBLE FOR CIRCUITS 47 AND 48 TO BE

TIED TOGETHER IN THE CANTONMENT AREA TO

REDUCE OUTAGES. THIS MUST BE DONE IN A

OPEN TRANSITION, AT NO TIME MAY CIRCUITS

47 AND 48 BE PARALLELED. ALL SWITCHING

MUST BE REVIEWED AND APPROVED BY CAANG

AND NASA PRIOR TO WORK.

3. PROVIDE TEMPORARY GENERATORS TO

SUPPORT FACILITIES TO REMAIN DURING THE

DURATION OF ALL SCHEDULED OUTAGES.

GENERATOR SIZE SHALL MATCH ELECTRICAL

SERVICE ENTRANCE OR PEAK DEMAND LOAD

OF SERVICE. MATCH VOLTAGE OF SERVICE

ENTRANCE.

4. DEMOLITION AS INDICATED ON THE ONE-LINE

DIAGRAM DEPICTS THE DISCONNECTION AND

REMOVAL OF CONDUCTORS AND EQUIPMENT.

REFER TO ELECTRICAL SITE PLANS FOR LIMITS

OF DUCTBANK AND MANHOLE REMOVAL.

DUCTBANKS NOT BEING DEMOLISHED WILL BE

ABANDONED IN PLACE WITH ENDS CAPPED AND

LOCATION AND DEPTH ACCURATELY NOTED ON

AS-BUILT DOCUMENTS.

5. EXISTING PAD-MOUNTED SWITCHES ARE

REQUIRED TO BE DEENERGIZED AND REMOVED

FROM THE PADS TO FACILITATE REMOVAL OR

INSTALLATION OF MV CABLES.

KEYNOTES:

1. RELABEL SWITCH POSITION AS SPARE. LEAVE

IN THE OPEN POSITION.

2. CIRCUIT 47 PRIMARY FEEDER TO BE PULLED

BACK TO MH226. REFER TO NEW WORK PLAN

FOR SPLICING AND EXTENSION.

3. DISCONNECT FROM PRIMARY OF PAD-MOUNT

TRANSFORMER. TRANSFORMER TO REMAIN.

REFER TO NEW WORK.

XMH-323

XMH-524

XMH-522

XMH-321

XMH-320

MH-614

XMH-605

MH-603

MH-602

MH-604

XMH-228

XMH-507 XMH-509 XMH-511 XMH-513 XMH-515 XMH-517

XMH-320

XMH-506

BLDG

BLDG

XMH-258 XMH-258A

LC

APRON

LIGHTING S

TOWER

XMH-227

MH-611

T-PV21N

45KVA

12.47KV/480Y/277V

3PH, 4W

M

NORTH

LIGHTING

PEDESTAL

'NLP'

XMH-266

CONNECTION TO

SWITCHGEAR 'C'

CIRCUIT 47.

SWITCH SW-424

UTILITY YARD #2. B662

N.O

BLDG

MH-604

TO SW-453

BLDG

BLDG

LC

APRON

LIGHTING N

TOWER

@B661

@B661

@B661 @B661

BLDG

BLDG

BLDG

TO SW-451

XMH-267 XMH-268

XMH-226

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0X-ED401.DWG

0X-ED401

D E

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0X-T302

0X-T301

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LEGEND:

ABANDONED

DEMO

EXISTING

EXISTING MANHOLE

GENERAL NOTES:

1. EXISTING UNDERGROUND TELECOM CONDUIT ROUTING

SHOW IS BASED ON EXISTING INFORMATION. PRIOR TO

CONSTRUCTION WORK, FIELD VERIFY LOCATIONS,

DIMENSIONS, AND ELEVATIONS OF EXISTING UTILITIES

AND STRUCTURES THAT PERTAIN TO AND/OR AFFECT

CONSTRUCTION OF THIS PROJECT.

2. HATCHED DUCTBANKS AND MANHOLES WILL BE

REMOVED IN THEIR ENTIRETY. WHERE DUCTBANK IS

REMOVED TO A MANHOLE WHICH WILL REMAIN THE

MANHOLE PENETRATIONS WILL BE PATCHED.

3. DISCONNECT AND REMOVE ALL OSP CABLES IN

DUCTBANKS TO BE DEMOLISHED COMPLETELY BACK TO

TERMINATION POINT UNLESS SPECIFICALLY NOTED TO

BE SPLICED IN A MANHOLE. COORDINATE WITH BASE

COMMUNICATIONS GROUP BEFORE DEMOLITION OF

CABLES TO ENSURE PROPER PHASING. WHERE

POSSIBLE NEW OSP CABLING WILL BE INSTALLED AND

TESTED PRIOR TO COMMENCING DEMO TO MINIMIZE

CROSS-OVER DOWNTIME. CROSS-OVERS WILL BE

SCHEDULED FOR NIGHTS AND WEEKENDS AND CLOSELY

COORDINATED WITH BASE COMM AND BASE CE.

4. ALL OSP CABLING ASSOCIATED WITH FACILITIES BEING

DEMOLISHED WILL BE DISCONNECTED AND REMOVED

BACK TO THEIR SOURCE.

5. ALL MULTI-MODE OSP CABLES ARE ABANDONED.

DISCONNECT AND REMOVE ALL ENCOUNTERED

MULTI-MODE FIBER FROM SOURCE.

6. PROPOSED PHASING. COORDINATE WITH BASE CE AND

BASE COMM FOR APPROVAL PRIOR TO COMMENCING

COMMUNICATIONS WORK:

6.1. INSTALL NEW FIBER AND COPPER BETWEEN

BUILDINGS 653 AND 680.

6.2. INSTALL ALL NEW COMMUNICATIONS DUCTBANKS,

MANHOLES, CABLING, ETC.

6.3. SPLICE OVER TO NEW OSP CABLING TRUNK.

6.4. DEMO CABLING, DUCTBANKS, AND MANHOLES

INDICATED TO BE REMOVED.

XMH

SPECIAL NOTE (ABI-6):

BASE BID FOR COMMUNICATIONS CABLING DOES NOT

INCLUDE THE REROUTING OF THE 1500 PAIR COPPER OSP

CABLING ENTERING FROM MH249. IN THE BASE BID THE 1500

PAIR CABLE WILL BE CUT IN MH249 AND CAPPED.

ABI-6 WILL ADD COPPER CABLING IN THE DUCTBANK FROM

MH249 TO MH280 AND SPLICING OF COPPER CABLES AS

INDICATED.

KEYNOTES:

1. DISCONNECT AND REMOVE 36-STRAND SM FO CABLE FROM

B653 TO B680. ROUTE IS APPROXIMATE, FIELD VERIFY.

2. APPROXIMATE ROUTE OF12-STRAND SM FO CABLE FROM

B656 TO B650. INTERCEPT AND SPLICE IN MH280 AS

INDICATED IN NEW WORK PLANS.

3. APPROXIMATE ROUTE OF 36-STRAND SM FO CABLE FROM

B656 TO B662. INTERCEPT AND SPLICE IN MH280 AS

INDICATED IN NEW WORK PLANS.

X

0X-T300.DWG

0X-T300

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S T

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STOP

STOP

S T

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STOP

STOP

S T

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STOP

STOP

STOP

STOP

S

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FOD CHECK POINT

STOP

D is h

M H

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W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

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1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 0X-T302

GENERAL NOTES:

1. REFER TO SHEET 0X-T300 FOR LEGEND AND GENERAL

NOTES.

2. REFER TO SHEET 0X-T300 FOR SPECIAL NOTE

CONCERNING THE SCOPE OF ABI-6.

KEYNOTES:

1. MANHOLE CONTAINS SPLICE CLOSURE FOR 180-STRAND

SM FO CABLE ORIGINATING FROM BUILDING 680. CABLE

EXITING THE NORTH FACE OF THE MANHOLE TO BE

DISCONNECTED AND REMOVED. CABLE FROM BUILDING

680 AND SPLICE CLOSURE TO BE REUSED.

2. MANHOLE CONTAINS SPLICE CLOSURES FOR EXISTING

900-PAIR AND 600-PAIR COPPER CABLES EXTENDING

SOUTH. DISCONNECT AND REMOVE CABLES EXITING

NORTH FACE OF THIS MANHOLE ALL THE WAY BACK TO

EXISTING MANHOLE 249. COPPER CABLES EXTENDING

FROM THE SOUTH FACE OF THE MANHOLE TO BE

RETAINED.

BASE BID: SPLICE CLOSURES TO BE SEALED OFF.

ABI-6: SPLICE CLOSURES TO BE PREPARED FOR SPLICING.

3. DISCONNECT AND REMOVE ALL COPPER AND FIBER OSP

CABLES FROM BUILDING BEING DEMOLISHED. FIBER

ORIGINATES FROM BUILDING 656, COPPER ORIGINATES

FROM A NEARBY MANHOLE.

4. DUCTBANK TO REMAIN. ALL CONTAINED COPPER AND

FIBER CABLES TO BE DISCONNECTED AND REMOVED.

DUCTBANK TO BE ABANDONED FOR FUTURE REUSE.

5. DISCONNECT AND REMOVE 36-STRAND SM FO CABLE FROM

B653 TO B680. REFER TO OVERALL DEMO PLAN ON 0X-T300

FOR THE REMAINDER OF THE APPROXIMATE ROUTE.

6. INTERCEPT 12-STRAND SM FO CABLE FROM B656 TO B662.

CABLE TO BE SPLICED IN MH280 TO EXISTING TRUNK

CABLE, REFER TO NEW WORK. REFER TO 0X-T300 FOR THE

REMAINDER OF THE EXISTING CABLE PATH.

7. INTERCEPT 12-STRAND SM FO CABLE FROM B656 TO B650.

CABLE TO BE SPLICED IN MH280 TO EXISTING TRUNK

CABLE, REFER TO NEW WORK. REFER TO 0X-T300 FOR THE

REMAINDER OF THE EXISTING CABLE PATH.

8. DISCONNECT AND REMOVE 100-PAIR COPPER CABLE FROM

B653 TO MANHOLE 228 OR 228A. NOTE THAT THIS MAY BE

PART OF A 300-PAIR BUNDLE ALSO SERVICING BUILDINGS

654, 655 AND DEMOLISHED BUILDING 669. THE ENTIRE

CABLE WILL BE REMOVED.

X

0X-T301.DWG

0X-T301

D E

M O

L I T

I O

N

P A

R T

I A

L

S

I T

E

P

L A

N

XMH T258A

XMH

XMH 280

XMH T258

1/

D

E N

D U

M

O P

S T

O P

S T

O P

F

E

I N

T

S T

O P

S

T

O

P

F

E

I N

T

M H

M H

P E

D

P E

D

M

P H

X

IN

G

P E

D

P E

D

X

IN

G

STOP

S

T

O

P

S T

O P

S T O

P

FO

D

C

H

E

C

K

P

O

IN

T

S T

O P

STOPSTO

P

ST

O

P

S T

O P

S T

O P

STOP

STOP

STOP

S T

O P

STOP

STOP

S T

O P

STOP

STOP

STOP

STOP

S T

O P

FOD CHECK POINT

STOP

D is h

M H

M H

M H

M H

M H

W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

A

Z

E

A

C A

L I F

O R

N

T

I O

N A

L

G U

A R

D

R

E L

O C

A T

I O

N

I S

S U

E D

A T

E D

E S

C R

I P

T I O

N

1 2 3 4 5

D

C

B

A

P R

O J E

N

A G

E R

P R

O J E

M

B E

R

S Z

Y M

C

L A

W I A

K

A R

C H

I T

E C

T U

R A

L

S T

R U

C T

U R

A L

C I V

I L

M E

C H

A N

I C

A L

F I R

E

P

R O

T E

C T

I O

N

E L E

C T

R I C

A L

ISSUED FOR CONSTRUCTION

M O

F F

D

E R

A L

A

I R

F I E

L D

M

O U

N T

A

E

W

C

A

SHEET NUMBER

FILENAME:

T E

L E

C O

M

R

A

N D

R E

W

C

S

T A

T S

E R

K

C

H E

U N

G

R

R

I C

H T

E R

K

L E

I S

S U

E

F

D

D

S

T E

P H

E N

S O

N

M

F

A R

S A

D

I S

S U

E

F

N

S T

R U

C T

I O

N

1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 0X-T301

GENERAL NOTES:

1. REFER TO SHEET 0X-T300 FOR LEGEND

AND GENERAL NOTES.

2. REFER TO SHEET 0X-T300 FOR SPECIAL

NOTE CONCERNING THE SCOPE OF ABI-6.

X

0X-T302.DWG

0X-T302

D E

M O

L I T

I O

N

P A

R T

I A

L

S

I T

E

P

L A

N

KEYNOTES:

1. INTERCEPT 120-STRAND SM FO CABLE

ORIGINATING FROM BUILDING 780. CUT CABLE

AND PREPARE FOR SPLICING AND EXTENSION

AS INDICATED IN NEW WORK PLANS.

2. INTERCEPT 1500-PAIR COPPER OSP CABLE.

BASE BID: CUT AND CAP. LEAVE MINIMUM 15'

SPARE COILED AROUND INTERIOR OF

MANHOLE. LABEL CABLE.

ABI-6: CUT AND PREPARE FOR SPLICING AND

EXTENDING. REFER TO NEW WORK.

3. DISCONNECT AND REMOVE ALL COPPER AND

FIBER OSP CABLES FROM BUILDING BEING

DEMOLISHED.

4. DUCTBANK TO REMAIN. ALL CONTAINED

COPPER AND FIBER CABLES TO BE

DISCONNECTED AND REMOVED. DUCTBANK TO

BE ABANDONED FOR FUTURE REUSE.

5. DISCONNECT AND REMOVE 36-STRAND SM FO

CABLE FROM B653 TO B680. REFER TO

OVERALL DEMO PLAN ON 0X-T300 FOR THE

REMAINDER OF THE APPROXIMATE ROUTE.

6. DISCONNECT AND REMOVE FENCE MOUNTED

CONDUIT AND FO CABLING BETWEEN FIBER

DISTRIBUTION BOXES FOR BURIED BELOW LINE

SENSOR.

7. DUCTBANK OUT OF FIBER DISTRIBUTION BOX

TO BE INTERCEPTED AND ROUTED TO NEAREST

COMMUNICATIONS MANHOLE AS SHOWN ON

NEW WORK PLANS. STUB-UPS IN THE PAD WILL

REMAIN.

8. FIBER DISTRIBUTION BOX TO REMAIN AND BE

PROTECTED.

9. DISCONNECT AND REMOVE ACCESS CONTROL

CONDUITS AND WIRING FROM B661 TO

NOVEMBER GATE. CARD READERS TO REMAIN.

NOTE WIRING TYPE AND SIZE TO REPLACE IN

KIND IN NEW CONDUITS PROVIDED WITH NEW

WORK.

10. DISCONNECT AND REMOVE OSCAR GATE

ACCESS CONTROL DEVICE AND EXPOSED

CONDUIT AND WIRING BACK TO JET ENGINE

BUILDING.

XMH 249

XMH 250

XMH T-228A

XMH T-228

XMH T-A1

XMH T-229

XMH T-256

XMH

XMH

XMH

XMH

1/

D

E N

D U

M

D

P

E

D

M P

H

X I N

G

P E

D

P

E

D

X I N

G

S T

O P

S T

O P

S T

O P

S T

O P

F

E

I N

T

S T

O P

S T O

P

S T

O P

STOP

S T

O P

STOP

STOP

S T

O P

S T

O P

S T

O P

STOP

M H

W

W

W

W

A

W

A

F

P

A

W

A

G

B

B

W

C

W

C

R

R

R

R

R

R

R

R

R

R

T

E

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

A

Z

E

A

H

F

A

H

F

A

H

F

A

H

F

A

02-E301

02-E302

1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

C A

L I F

O R

N

T

I O

N A

L

G U

A R

D

R

E L

O C

A T

I O

N

I S

S U

E D

A T

E D

E S

C R

I P

T I O

N

1 2 3 4 5

D

C

B

A

P R

O J

E C

T

M

A N

A G

E R

P R

O J

E C

T

N

U M

B E

R

S Z

Y M

C

L A

W I A

K

A R

C H

I T

E C

T U

R A

L

S T

R U

C T

U R

A L

C I V

I L

M E

C H

A N

I C

A L

F I R

E

P

R O

T E

C T

I O

N

E L E

C T

R I C

A L

ISSUED FOR CONSTRUCTION

M O

F F

D

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A L

A

I R

F I E

L D

M

O U

N T

A

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W

C

A

SHEET NUMBER

FILENAME:

T E

L E

C O

M

R

A

N D

R E

W

C

S

T A

T S

E R

K

C

H E

U N

G

R

R

I C

H T

E R

K

L E

I S

S U

E

F

D

D

S

T E

P H

E N

S O

N

M

F

A R

S A

D

I S

S U

E

F

N

S T

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C T

I O

N

LEGEND:

ABANDON

NEW

EXISTING

NEW LV UNDERGROUND

TRANSFORMER

EXISTING MANHOLE

EXISTING PAD MOUNT SWITCH

NEW MANHOLE

NEW PAD MOUNT SWITCH

NEW HANDHOLE

POLE MOUNTED LIGHT

BOLLARD LIGHT

MOTOR

GENERAL NOTES:

1. CONDUIT ROUTING IS DIAGRAMMATIC ONLY.

CONTRACTOR SHALL COORDINATE ALL

UTILITY COORDINATION, GRADING AND

ROUTING TO AVOID INTERFERENCES AND IS

RESPONSIBLE FOR FIELD CHECKING AND

MAKING ALL NECESSARY OFFSETS AS

REQUIRED.

2. NEW POWER DUCT BANKS SHALL CONSIST OF

TWO 5" CONDUITS, UNLESS OTHERWISE

NOTED. REFER TO DETAILS SHEET FOR

DUCTBANK CONSTRUCTION DETAILS.

3. REFER TO ONE-LINE DIAGRAM FOR MEDIUM

VOLTAGE CONDUCTOR REQUIREMENTS.

4. PROVIDE MINIMUM #8 CONDUCTORS IN 1"

CONDUIT FOR ALL SITE LIGHTING CIRCUITS.

5. REFER TO CIVIL DRAWINGS FOR EXACT

LOCATION OF ALL SITE AREA, ROADWAY,

PEDESTRIAN, AND BOLLARD LUMINAIRE

ASSEMBLIES.

XMH

XSW

MH

SW

HH

KEYNOTES:

1. EXISTING DUCTBANK, WITH TWO AVAILABLE 5"

CONDUITS, TO BE USED FOR NEW PRIMARY

LOOP CONDUCTORS BETWEEN EXISTING

SW-421 AND MH510.

SWITCH SW-421

EXISTING MANHOLE XMH-508

EXISTING MANHOLE XMH-510

X

02-E300.DWG

02-E300

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1/

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W

W

W

W

W

A

W

A

F

P

A

W

A

G

B

B

A

A

A

P E

D

P

E

D

M

P H

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P E

D

P E

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XING

STOP

S T

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S T

O P

S T O

P

FO

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C

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E

C

K

P

O

IN

T

S T

O P

STOP

S T

O P

S T

O P

STOP

STOP

STOP

S T

O P

STOP

STOP

S T

O P

STOP

STOP

STOP

STOP

S

T O

P

STOP

D is h

M H

M H

W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

A

Z

E

A

HF

A.0

HF

A.0

HF

A.0

HF

A.0

C A

L I F

O R

N

T

I O

N A

L

G U

A R

D

R

E L

O C

A T

I O

N

I S

S U

E D

A T

E D

E S

C R

I P

T I O

N

1 2 3 4 5

D

C

B

A

P R

O J

E C

T

M

A N

A G

E R

P R

O J

E C

T

N

U M

B E

R

S Z

Y M

C

L A

W I A

K

A R

C H

I T

E C

T U

R A

L

S T

R U

C T

U R

A L

C I V

I L

M E

C H

A N

I C

A L

F I R

E

P

R O

T E

C T

I O

N

E L E

C T

R I C

A L

ISSUED FOR CONSTRUCTION

M O

F F

D

E R

A L

A

I R

F I E

L D

M

O U

N T

A

E

W

C

A

SHEET NUMBER

FILENAME:

T E

L E

C O

M

R

A

N D

R E

W

C

S

T A

T S

E R

K

C

H E

U N

G

R

R

I C

H T

E R

K

L E

I S

S U

E

F

D

D

S

T E

P H

E N

S O

N

M

F

A R

S A

D

I S

S U

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F

N

S T

R U

C T

I O

N

1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 02-E302

KEYNOTES:

1. REUSE EXISTING DUCTBANK AND MANHOLE TO

ROUTE NEW CONDUCTORS AND TERMINATE TO

EXISTING TRANSFORMER. REFER TO NEW

WORK ONE-LINE, SHEET 02-E401.

2. THIS SEGMENT OF DUCTBANK TO CONSIST OF

THREE 5" CONDUITS.

3. ROAD CROSSING. COORDINATE WITH BASE CE

FOR APPROVED LOCATION AND MEANS.

RESTORE SURFACE TO MATCH EXISTING.

4. MANHOLE LOCATED ADJACENT TO NEW

SWITCHGEAR. SPARE CONDUITS IN

DISTRIBUTION DUCTBANKS WILL ALL

TERMINATE AT THE MANHOLE. PROVIDE ONE 5"

CONDUIT FROM EACH SWITCHGEAR SECTION

TO MANHOLE.

5. INTERCEPT AND EXTEND TWO 5" CONDUITS

FOR MEDIUM VOLTAGE PRIMARY LOOP

CONDUCTORS.

6. EXTEND SITE LIGHTING BRANCH CIRCUIT 'NPL-3'

TO HANDHOLE FOR FUTURE SITE LIGHTING.

GENERAL NOTES:

1. REFER TO SHEET 02-E300 FOR LEGEND AND

GENERAL NOTES.

SPECIAL NOTE (ABI-5):

BASE BID FOR THE NORTH PARKING LOT WILL

INCLUDE ALL CONDUITS AND HANDHOLES AS SHOWN

FOR FUTURE INSTALLATION OF SITE LIGHTING. NOTE

EXACT LOCATIONS ON AS-BUILT DOCUMENTS.

ABI-5 WILL ADD ALL SITE LIGHTING FOOTINGS, POLES,

LUMINAIRES, AND CONDUCTORS FROM THE NORTH

LIGHTING PEDESTAL, FOR ILLUMINATING THE NORTH

PARKING LOT.

EXISTING T-PV2

EXISTING SW-428

EXISTING NORTH LIGHTING

PEDESTAL 'NLP'. SEE

DETAILS 1/02-E503 AND

2/02-E503.

MH-606

MH605

XMH-258A

SW-426

EXISTING

TRANSFORMER

TO REMAIN

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

EXISTING

MH-611

IRRIGATION

CONTROLLER

XMH-510

ABI-5

REFER TO SPECIAL NOTE ON

THIS SHEET, AND SHEET

00-G100 , FOR DESCRIPTION

OF ABI

S6

NPL-7

S6

S6

S6

S6

S6

S6

S6

NPL-7

EXISTING T-PV21N

HH

HH

NPL-3

S1

NPL-5

S2

NPL-7

S5

NPL-3

S2

NPL-3

S1

NPL-3

S1

NPL-3

S2

NPL-3

S2

NPL-3

S1

NPL-5

S2

HH

HH

HH

NPL-3

S1

TYPICAL

02-E301.DWG

02-E301

I M

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E L

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R

T I A

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S

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E

A

F R

A S

T R

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T U

R E

X

1/

D

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S T

O P

S T

O P

F

E

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T

G

B

B

H

F

A

H

F

H

F

A

H

F

P E

D

P

E

D

M

P H

X

IN

G

P E

D

P E

D

XING

STOP

S T

O P

S T

O P

S T O

P

FO

D

C

H

E

C

K

P

O

IN

T

S T

O P

STOP

S T

O P

S T

O P

STOP

STOP

STOP

S T

O P

STOP

STOP

S T

O P

STOP

STOP

STOP

STOP

S

T O

P

STOP

D is h

M H

M H

W5-16

W5-17

W05-16A1

W05-18A1

FP5-06A1

W05-09A1

GB05-23B1

W10-06C

W10-06C

A

Z

E

A

HF

A.0

HF

A.0

HF

A.0

HF

A.0

C A

L I F

O R

N

T

I O

N A

L

G U

A R

D

R

E L

O C

A T

I O

N

I S

S U

E D

A T

E D

E S

C R

I P

T I O

N

1 2 3 4 5

D

C

B

A

P R

O J

E C

T

M

A N

A G

E R

P R

O J

E C

T

N

U M

B E

R

S Z

Y M

C

L A

W I A

K

A R

C H

I T

E C

T U

R A

L

S T

R U

C T

U R

A L

C I V

I L

M E

C H

A N

I C

A L

F I R

E

P

R O

T E

C T

I O

N

E L E

C T

R I C

A L

ISSUED FOR CONSTRUCTION

M O

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D

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A L

A

I R

F I E

L D

M

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A

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W

C

A

SHEET NUMBER

FILENAME:

T E

L E

C O

M

R

A

N D

R E

W

C

S

T A

T S

E R

K

C

H E

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G

R

R

I C

H T

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K

L E

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F

D

D

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T E

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S O

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F

A R

S A

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1 INCH = 40 FT.

( IN FEET )

GRAPHIC SCALE

40 4020

KEY PLAN

MATCHLINE - SEE SHEET 02-E301

KEYNOTES:

1. TRANSFORMER WITH SECONDARY TAP BOX. REFER

TO FACILITY DESIGN DRAWINGS.

2. BURIED 3" CONDUIT. REFER TO SHEET 05-ES101 AND

05-E601 FOR ADDITIONAL INFORMATION.

3. MANHOLE LOCATED ADJACENT TO NEW SWITCHGEAR.

SPARE CONDUITS IN DISTRIBUTION DUCTBANKS WILL

ALL TERMINATE AT THE MANHOLE. PROVIDE ONE 5"

CONDUIT FROM EACH SWITCHGEAR SECTION TO

MANHOLE.

4. THIS SEGMENT OF DUCTBANK TO CONSIST OF THREE

5" CONDUITS.

5. TERMINATE DUCTBANK IN EXISTING MANHOLE 226.

6. EXISTING IDS FIBER DISTRIBUTION BOX ON

CONCRETE PAD. PROVIDE 120VAC/20A FROM

INDICATED COMM ROOM ELECTRICAL PANEL IN THE

HANGAR. BURIED 1"C WITH 2-#8 AND 1-#8 GROUND.

7. EXISTING NOVEMBER GATE AND GATE OPERATORS.

FIELD VERIFY EXISTING CONDITIONS AND EQUIPMENT

LOCATIONS.

8. PROVIDE TWO 120VAC/20A BRANCH CIRCUITS FROM

THE HANGAR FOR EXISTING GATE OPERATORS. EACH

ARE BURIED 1"C WITH 2-#8 AND 1-#8 GROUND.

9. MOTORIZED GATE OPERATOR. PROVIDE LOCAL

DISCONNECT. REFER TO CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION. COORDINATE CONDUIT

INSTALLATION FOR POWER AND CONTROLS WITH

MANUFACTURER INSTALLATION RECOMMENDATIONS.

VERIFY VOLTAGE AND ELECTRICAL LOAD

REQUIREMENTS PRIOR TO ROUGH-IN. DESIGN IS

BASED ON 480V/3P, 1HP MOTOR OPERATOR. REFER

TO 05 SERIES DRAWINGS FOR PANEL LOCATION.

10. LOCATE STRING OF BOLLARDS ON THE NORTH OF

THE STORM DRAIN LINE. LOCATE AS CLOSE AS

POSSIBLE TO THE DRAIN AND SIDEWALK.

11. SAWCUT AND REMOVE ENTIRE CONCRETE PANELS

NECESSARY TO INSTALL DUCT BANK. REMOVE

PANELS PER DETAIL 3 ON SHEET 05-C901. TO PATCH,

MATCH EXISTING PAVEMENT DEPTH AND DOWEL AND

REPAVE PANELS PER DETAIL 5 ON SHEET 00-C524

GENERAL NOTES:

1. REFER TO SHEET 02-E302 FOR LEGEND AND

GENERAL NOTES.

X

MH608

S6

FUEL CELL/CORROSION

CONTROL HANGAR.

REFER TO 05 SERIES.

XMH-227

XMH-226

TYPICAL

TYPICAL

S6

S6

S6

TAP BOX

S6

S6

S6

S6

S6

S6

NPL-7

NEMA-4X STAINLESS STEEL

DISCONNECT SWITCH

MOUNTED ON RACK. REFER

TO 05-ES101 AND 05-E601.

MH607

SW-427

NPL-7

S1

NPL-7

S1

NPL-7

S1

NPL-7

S1

S6

S6

TYPICAL

HH

NPL-7

S1

NPL-7

S1

HH

NPL-7

S1

NPL-5

S1

HH

NPL-7

S5

HE21-15

HE22-8

TYPICAL

HH

HM25-3

HM25-1

ABI-1

REFER TO SPECIAL NOTE ON

THIS SHEET, AND SHEET

00-G100 , FOR DESCRIPTION

OF ABI

TYPICAL

SPECIAL NOTE (ABI-1):

BASE BID INCLUDES STUBBING OUT A 3" CONDUIT

FROM THE HANGAR FOR THE WASHRACK

DISCONNECT AND TERMINATING EMPTY SITE

LIGHTING CONDUITS IN THE HANDHOLE ADJACENT

TO THE WASHRACK.

ABI-1 ADDS THE WASH RACK, DISCONNECT AND ALL

ASSOCIATED SITE LIGHTING FOOTINGS, POLES,

LUMINAIRES, AND CONDUCTORS.

HS41-8,10,12

3#12, #12G, 1"C

T-PV4/7

02-E302.DWG

02-E302

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SWITCH SW-421

SWITCH SW-423

MACON @ E. PATROL

SWITCH SW-425 AFFF RESERVOIR

BLDG

N.O

BLDG

BLDG

BLDG

675676677678

BLDG

679687

B650 S. PKGLOT

SWITCH SW-427

FUEL

CELL

T-PV4/7

1000KVA

12.47KV-480Y/277V

3PH, 4W

SWITCH SW-428

JET

ENG

INSP

T-PV2

500KVA

12.47KV/480Y/277V

3PH, 4W

GENERAL NOTES:

1. ALL MEDIUM VOLTAGE CABLES WILL ALL BE

15kV, SHIELDED, MV-105, 133% INSULATION.

PROVIDE GROUND CONDUCTOR WITH ALL

FEEDERS.

2. ONE-LINE DIAGRAM INDICATES CABLING TO BE

INSTALLED. REFER TO SITE PLANS FOR

DUCTBANK REQUIREMENTS. EXTRA CONDUITS

IN DUCTBANKS ARE INTENDED TO BE SPARE.

3. EXISTING PAD-MOUNTED SWITCHES ARE

REQUIRED TO BE DEENERGIZED AND REMOVED

FROM THE PADS TO FACILITATE REMOVAL OR

INSTALLATION OF MV CABLES.

KEYNOTES:

1. CIRCUIT 47 PRIMARY FEEDER TO BE SPLICED

IN EXISTING MANHOLE MH226 AND EXTENDED

TO NEW SECTIONALIZING SWITCHGEAR.

2. ONE SET - THREE #350 KCMIL (15kV) AND #4/0

(600V) GROUND.

3. ONE SET - THREE #2 AWG (15kV) AND #4/0

(600V) GROUND.

4. TERMINATE AT PRIMARY OF EXISTING

PAD-MOUNT TRANSFORMER TO REENERGIZE

BUILDING 653.

5. REFER TO 05 SERIES PLANS FOR SECONDARY

LATERAL SIZING AND TAP BOX.

XMH-323

XMH-524

XMH-522

XMH-321

XMH-320

XMH-605

MH-603

MH-602

MH-604

XMH-507 XMH-509 XMH-511 XMH-513 XMH-515 XMH-517

XMH-320

XMH-506

MH-611

T-PV21N

45KVA

12.47KV/480Y/277V

3PH, 4W

M

NORTH

LIGHTING

PEDESTAL

'NLP'

CONNECTION TO

SWITCHGEAR 'C'

CIRCUIT 47.

SWITCH SW-424

UTILITY YARD #2. B662

N.O

BLDG

MH-604

TO SW-453

TO SW-451

XMH-226

SWITCH SW-426

MH605

XMH-510

XMH-508

MH607

XMH-258A

BLDG

MH606

MH608

MH609

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[ UNGROUNDED OR SINGLE GROUNDED PRIMARY SYSTEM - WITH SURGE ARRESTERS ]

CONCRETE PAD

GRADE

TERMINATIONS

LOW VOLTAGE CABLE

GROUND PAD (TYP OF 2)

CURRENT TRANSFORMERS

OIL-IMMERSED

CURRENT-LIMITING

2 POSITION LOAD

BREAK OIL SWITCH

PRIMARY CIRCUIT

SECONDARY CIRCUIT

SURGE

ARRESTERS

#4/0, 600V

#4/0 BARE

#4/0, 600V INSULATION

PRIMARY COMPARTMENT

SECONDARY COMPARTMENT

INSULATION

2'-0"

MIN

#4/0 BARE COPPER GROUND LOOP

ENCIRCLING ENTIRE CONCRETE

PAD. MIN 18" BELOW FINISHED

GRADE.

COPPER GROUNDING CONDUCTORS

GROUND ROD, TYP

OF 4, 1 AT EACH

CORNER OF PAD.

BUSHING INSERT

LOAD BREAK

CONNECTOR

TRANSFORMER

BUSHING WELL

X0

FUSES

BAYONET OIL-IMMERSED

EXPULSION FUSES

1" SPARE STUBBED OUTSIDE PAD

CABLE WELL

NOTE:

1. CONTRACTOR SHALL

RESTORE DISTURBED

AREA TO MATCH

SURROUNDING AREA.

SELECT FILL

BACKFILL USING

EXCAVATED MATERIALS

FINISHED GRADE

(GRASS)

SCH 40 PVC

4" MIN.

(TYP.)

WARNING TAPE

6" WIDE

4" MIN.

(TYP.)

4" MIN.

(TYP.)

M

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DIRECT BURIED CONDUIT DETAIL

NOT TO SCALE

NOTES:

1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION.

2. SCHED 40 PVC OR EB-35 CONDUIT.

M

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2" MINIMUM 2" MINIMUM

6"

MINIMUM

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FINISH GRADE

CONCRETE

ENCASEMENT

WARNING TAPE

BETWEEN POWER & INSTRUMENTATION CIRCUITS

CONCRETE ENCASED

DUCT BANK DETAIL

NOT TO SCALE

PLAN

ELEVATION

2'-0" DIAMETER

NOTES:

A. USE STAINLESS STEEL NUTS AND LOCK WASHERS.

B. NOT USED.

C. CONDUITS SHALL BE STUBBED UP TO WITHIN 6" OF THE POLE HAND HOLE.

D. COORDINATE WITH SITE PLANS FOR PROPER ORIENTATION OF THE POLE.

HAND HOLE

#6 AWG GROUND

TO POLE

GROUND ROD

4 HOLES FOR ANCHOR

BOLTS AS REQUIRED BY

POLE MANUFACTURER

BOLT CIRCLE AS PER

MANUFACTURERS

RECOMMENDATIONS

LIGHT POLE

COVER PLATE

NON-SHRINK GROUT

1" CHAMFER

ANCHOR BOLTS (4 MIN) WITH

LEVELING NUTS AS REQUIRED

BY POLE MANUFACTURER

8#5 VERTICAL REINFORCING

CONDUIT, SEE ELEC DRAWINGS

UNDISTURBED SUBGRADE

KEYED NOTES:

LIGHTING POLE BASE DETAIL (35'-0" MAX POLE HEIGHT)

NOT TO SCALE

CONCRETE FOUNDATION 4000 PSI

COMPRESSION STRENGTH

PAD-MOUNTED TRANSFORMER DETAIL

NOT TO SCALE

SPARE CONDUIT.

EXTEND 5 FEET OUT

FROM TRANSFORMER

PAD AND CAP ENDS.

02-E501

02-E501

02-E501

02-E501

PLAN

02-E501

#6 AWG GROUND

TO POLE

GROUND ROD2

4 HOLES FOR ANCHOR

BOLTS AS REQUIRED BY

POLE MANUFACTURER

BOLT CIRCLE AS PER

MANUFACTURERS

RECOMMENDATIONS

BOLLARD LIGHT5

NON-SHRINK GROUT6

ANCHOR BOLTS (4 MIN) WITH

LEVELING NUTS AS REQUIRED

BY POLE MANUFACTURER

8#5 VERTICAL REINFORCING8

CONDUIT, SEE ELEC DRAWINGS10

KEYED NOTES:

ELEVATION

NOTES:

A. USE STAINLESS STEEL NUTS AND LOCK WASHERS.

B. NOT USED.

C. CONDUITS SHALL BE STUBBED UP TO WITHIN 3" AFF.

D. COORDINATE WITH SITE PLANS FOR PROPER ORIENTATION OF THE POLE.

BOLLARD LIGHT BASE DETAIL

NOT TO SCALE

FINISHED GRADE

1'-6" DIAMETER

RGS ELBOW

AND RISER TYP.

#4 HOOPS @ 10". PROVIDE (2)

HOOPS IN TOP 5"

UNDISTURBED SUBGRADE

CONCRETE FOUNDATION 4000 PSI

COMPRESSION STRENGTH

#4 HOOPS @ 10". PROVIDE (2)

HOOPS IN TOP 5"

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NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN

OF ARC FLASH HAZARDS.

2. THE LABEL FORMAT AND TEXT SHALL BE IN ACCORDANCE WITH THE FIGURE.

3. THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO

QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR

MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL SHALL BE:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 4" 6"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN

GUIDE WEBSITE (WWW.WDBG.ORG) FOR USE IN A LABEL MAKING MACHINE.

A. THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO

THIS LOCATION, FOLLOW: HOME > DOCUMENTS & REFERENCES > CCB > CADD

LIBRARY > NAVFAC CADD RESOURCES > NAVFAC CADD DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET EXPLORER:

HTTP://WWW.WBDG.ORG/CCB/BROWSE_CAT.PHP?O=78&C=232

WIDTH

HEIGHT

ARC FLASH WARNING LABEL

NOT TO SCALE

TYPICAL 15KV PAD MOUNTED SWITCH PLAN

NOT TO SCALE

NOTES:

AFTER PAD IS COMPLETED AND CONDUIT HAS BEEN INSTALLED,

CONTRACTOR SHALL FILL WINDOW 4" DEEP WITH 2-SACK CONCRETE

MIX. INSTALL END BELLS ON CONDUITS.

GROUND RODS SHALL EXTEND MINIMUM 4" ABOVE CONCRETE FILL.

CAST-IN-PLACE CONSTRUCTION SHALL CONFORM WITH THIS DETAIL

AND SPECIFICATIONS.

MINIMUM OF 5 CU. ANCHOR RODS.

1.

2.

3.

4.

3/4" DIA. X 10' LONG COPPER CLAD

GROUND ROD IN EACH CORNER OF

GROUNDING GRID (AROUND

PERIMETER OF SLAB) TOP OF ROD 12"

BELOW FINISHED GRADE (TYP.)

8" CONCRETE PAD

REINFORCED WITH 6X6,

W2.9 X W2.9 WIRE MESH

GND

G N

D

GND

G N

D

TOP SOIL MINIMUM 12"

BEYOND PAD ON ALL SIDES

AND RESTORE TURF

MATCHING EXISTING GRASS

IN AREA

1", 45 DEGREE CHAMFER

ALL AROUND CONCRETE

PAD

SEAL AROUND BASE OF

SWITCH WITH RESILIENT

SEALANT

#4/0 AWG SOFTDRAWN COPPER

BARE GROUNDING CONDUCTOR

12" BELOW GRADE AROUND

PERIMETER OF SWITCH SLAB

EXTEND 10" MINIMUM

BEYOND UNIT ON EACH

SIDE

FUSION-WELD CONDUCTOR TO

GROUND ROD (TYP.)

3/4" X 10' LONG COPPER

CLAD GROUND ROD (2 EACH

COMPARTMENT)

2" (TYP.)

#4/0 AWG

SOFTDRAWN

COPPER BARE

(TYP.)

2" (TYP.)

GRADE

COMPARTMENT

SWITCH

TAP SIDE

COMPARTMENT

CABLE

SOURCE

COMPART.

CABLE

TOP SOIL

TYPICAL 15KV PAD MOUNTED SWITCH SECTION

NOT TO SCALE

4"

12"

8" 8"

12"

4" MIN.

4" MIN.

RGS ELBOW (TYP.)

LEAVE 4" EXPOSED WITHIN

CABLE COMPARTMENT (TYP.)

6" WELL COMPACTED

CRUSHED LIMESTONE BASE

EXTENDED 4" BEYOND PAD ON

EACH SIDE. COMPACT TO 92%

ASTM.

WELL COMPACTED EARTH

BENEATH BASE. COMPACT TO

92% ASTM.

2"

2"

SIDE

SLOT WIDTH SHALL BE SUCH

THAT CABLE COMPARTMENT OF

SWITCH UNIT OVERLAPS SLOT

BY 2" ON EACH SIDE

6x6 (W2.9 x W2.9) WIRE

MESH COVERED BY

MINIMUM OF 2"

CONCRETE

INSTALL SURGE ARRESTERS IF TAP IS NOT USED.

3/4" DIA. X 10' LONG COPPER CLAD GROUND ROD

BRONZE BOLTED GRD. CLAMP CABLE TO CABLE OR CABLE TO ROD.

BRONZE BOLTED GRD CLAMP 3/4" DIAMETER ROD TO 4/0-7 STRAND GRD CABLE

APPLY AN OXIDE INHIBITOR TO ALL GRD. CONNECTIONS.

NOT USED.

DEADFRONT 15KV 200 AMP LOADBREAK CONNECTOR TYP.

#12 CU CABLE SHIELD GND. WITH SLACK.

T1A T1C T1B

T2C

4-WAY SWITCH

T2B T2A

TYPICAL 15KV PAD MOUNTED SWITCH TAP CONNECTION

NOT TO SCALE

NEUTRAL SHALL BE CONTINUOUS THROUGH SWITCH

AND SHALL BE BONDED TO SWITCH GROUND BAR.

NEUTRAL SPLICE SHALL BE A COPPER COMPRESSION

CONNECTOR.

NOTE:

15KV CABLE

133% EPR. (TYP)

600V

GROUNDED

NEUTRAL

CABLE

NOTE:

KEYNOTES:

SPARE

TYP.

TYP.

#4/0 AWG 7-STRAND

SOFTDRAWN COPPER

(TYP.)

CLOSED

OPEN

CLOSED

OPEN

IF TAP/FEEDER IS NOT

UTILIZED, INSTALL 15KV

DEADFRONT ELBOW-TYPE

MOV SURGE ARRESTORS.

02-E502

0…

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