Drawing.pdf

PDF 966 KB Posted Dec 1, 2025

Attached to: ITB 25-027 Fayetteville Rd. Re-conduction and Pole Replacement
Solicitation number: PE-66073-NONST-2026-000000032
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Dec 8, 2025

This is a technical drawing for the City of Fairburn, Georgia, depicting a pole and conductor upgrade project on Fayetteville Road in Fulton County. The drawing illustrates the electrical distribution infrastructure layout, including pole locations, conductor routing, wire specifications, distances between poles, transformer locations, and connection points throughout the project area. The schematic covers multiple street segments including Fayetteville Road, Pine Street, Poplar Street, Edelweiss Drive, Alps Court, Shannon Chase Way, Azalea Drive, and surrounding areas, with numbered poles and detailed annotations for wire gauges (ranging from 2 to 6 copper units), circuit designations, and CATV power supply locations on specific poles. The drawing is dated November 7, 2025, prepared by engineer H. Lange and drafter D. Koppes at a scale of 1:80, and is marked as a CAD drawing with a notation that manual revisions are not permitted.

The drawing serves as the technical foundation for ITB 25-027, which solicits contractor proposals for re-conduction work and pole replacement along Fayetteville Road. The City of Fairburn will supply all infrastructure materials, with contractors expected to provide labor, safety equipment, tools, and supervision. Proposals are due electronically through the BidNet Direct portal, with a public bid opening and reading scheduled via teleconference. Technical questions must be submitted through BidNet Direct by December 5, 2025, at 1:00 p.m., with no verbal question responses permitted.

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File	Type	Posted
ITB 25_027 Fayetteville Rd_ Reconduction _ Po.pdf	PDF	Dec 1, 2025
Scope of Work.pdf	PDF	Dec 1, 2025

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397A,2P/N

40-2

B-A

45-3 C3

CATV POWER SUPPLY

ON POLE.

PEARL ST.

OAK STREET

GREE

BAY S

COLE STREET

CHES

UT S

40-3 A1

A F0862

BELSOUTH CO.

SOUTH AVE.

133'

2 TP

25-4

35-5

NOTE:

SERVICE WIRE LOOPED

THROUGH TRANS. TOWER

3-4

40-5 C1F

40-4 C1F55

30-3 30-5

2 T P

30-5

132'2-2/0 A

F0862

138'

2 TP

30-4

35-4

30-5

2 T P

35-5 C1

124'6 DP

212'

45-3 C2 C740H

G 100'

6 D P

30-4

45-3 C2 C7

40-5 C7 C7S

F0872

212'

397A,2P/N

164'

397A,2P/N

,1/ 0A

STRICKLAND ST.

40-5 C1

162'

2-1/0A

114'

6 DP

114'

397A,1/0A/N

162'

397A,1/0A/N

53'

2 TP

85'

397A,2P/N

53'

397A,2P/N

107'

397A,2P/N

107'

2-1/0A

3-65A

40H

45-2 C6

T-B M-C

B-AF0872

137'

397A,2P/N

137'

2-1/0A

45-3 C3B

45-5

C3PA

40-4 C6

OPEN

W. BROAD ST.

45-3 C1

40-3 C6 C6

40-3 C8

30-5

149'

6 W P

35-5 C1F

35-5 C1

126'

2-1/0A

106'

2-1/0A61 10 35-5 C1

CATV POWER SUPPLY

ON POLE.

CATV POWER SUPPLY

ON POLE.

E. BROAD ST.

ACB

BCA

F0862

T-C M-B B-A

82'6 DP

73'1/0TP 2

25-5

25-4

30-6

40-4 A1

25-6

35-3 A1

2-1 /0A

57'

2-1/0A

34'1/0TP

32'2 TP

145'6 DP

25-5

35-5 A5

N12 3'

30-6

N110'

121'2-2/0 A

114'2-1/0A

3- 2P

35-5 C1F

25-4

35-5 C1F

40-4 C1F

FAYETTEVILLE ROAD

76'

2 TP

123'2-1/0A

110'2-1/0A

35-5 C1F

40-4 C1F

30-4

OLD CAMPBELL

COUNTY COURT

HOUSE

1/0QP

127'2 TP

35-4

2 T P

125'1/0TP

35-4

35-3 A1

106'

4 CU

67'

4 TP

87'2 TP

114'

4 CU

RAILROAD

30-5

45-5

C3PA

45-5

C3PA

30-5

40-5

C3PA

F0862 T-C M-B B-A

A F0862

T-C M-B B-A

BCA

F0862

2-4

30'3-4WP

25-6

SWITCH PANEL

OUTLETS AROUND

COURTHOUSE

SWITCH PANEL

OUTLETS AROUND

COURTHOUSE

35-4 A1

C46 35-4 A5 A6

167 A

167 B

167 C

C.T.'S

FAYETTEVILLE ROAD

E S

BAY STREET

FIRST CHRISTIAN

CHURCH

60'

1/0TP

40-5 A4

40-5 A6

25-5

G 50'

35-5 A5

SPRING CT.

137'2-4WP

129'4P

45-4 C1F

30-4 C1F

30-6

40-2 C1F

CHES

UT S

6 C U,2-

4W P

35-4 A5

40-5 A5 C2 C7

CBA

F0862

40-2 A4

CBA

1/0QP

45-3 A5 C7S

63'

2 TP

74'2 TP

30-5

35-5

30-4

40F

40-3 A2

S T.

40-4 A5

F0862

1/0

165'6 DP

40-3 A2

1/0

1/0 3 40-3 A2 010

45-3 A5 C4

F0862

T-C M-B B-A

CLAY ST.

6 D P

T-C M-B B-A

40-3 A3

40-3 A2

40-4 A2 C5

40-4 A2

40-4 A5

1/0

25F

40-4 A5

C.T.'S 3-400

NOTE:

PRIMATY OVER CHURCH HERE.

BAY S

35-4 A5

473'

2 TP

ACB F0862

CAMPBELLTON ST.

40-3 C1B

136'

2-4WP

40-3 B7 C1

ACB

F0862

A B

30-5 B1

2-4

WP,6

2- 4W

P, CU

86'4 TP

30-6

35-5

3-4W P

30-6

50-2

2-4

WP,6

CHES

UT S

90'2 TP

35-6

2-1 /0A

1/0 A

89'2 TP

45'2 TP

35-4 A1

45-4 A1

35-5

PINE S

T.4

35-3 A5

35-3 A6

45-3 A5

45-3 A2

6 D P

2B A

6 D P

2 T P

157'

2-4WP

30-5

35-4 C1

40-4 B1

35-5 B1

4 T P

152'2 TP

81'

6 DP

25-5

40-4 A5

40-3 A6 B1

35-3 B1

30-5

59'1/0TP

75'

6 DP

B A

35-3 B1

30-4

A F0862

35-4 A5

25-4

35-4

40-5

ACB

F0862

77'

6 DP

B7 A5

35-4

PINE S

128'2-4P

40-4 C1F

40-4 A6 C8

40-2 A3

B F0862

F0862

NOTE:

CATV POWER

SUPPLY ON POLE.

40-4 A1

FAYETTEVILLE ROAD

117'

2 TP

2 T P

30-3

35-4 A1

1/0

2 TP

40'2 TP

2-1 /0A

35-4 A1

30-4

2-1 /0A

35-3 A1

30-4

30-7

84'2 TP

4 4

40-4 C1

U1/ 0U

POPLA

R ST.

40-5 C1

99' 3-4P

1/0

86'2 TP

40-3 C1

40-3 C7 C8

30-3

40-5 C1

BCA

ORME STREET

G 28'

2 T P

30-4

40-3 C1 C7

NOTE:

CATV POWER

SUPPLY ON POLE.

BCA

OPEN

159'2-4 A

2- 4 A

50 50

3-65A

1-?A

3-?A

2-?A

1-20A

1-30A

3-?A

171'

2A,2A/N

121'

2A,2A/N

132'1/0P,2P/N

164'1/0P,4P/N

107'1/0P,4P/N

80'

397A,1/0A/N

58'

397A,1/0A/N

94'1/0P,4P/N

149'

397A,1/0A/N 85'1/0P,4P/N

114'1/0P,4P/N

105'

397A,2P/N

126'

397A,1/0A/N

106'

397A,1/0A/N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

123'1/0P,4P/N

121'1/0P,4P/N

110'1/0P,4P/N

138'1/0P,4P/N

123'1/0P,4P/N

1/0 A,1/

0A /N

111'

397A,2P/N

106'

397A,2P/N

114'

397A,2P/N

137'

397A,2P/N

1/0 A,1/

0A /N

93' 1/0A,1/0A/N

127' 1/0A,1/0A/N

2P ,1/

0A /N

60'

4P,4P/N

173'

1/0A,1/0A/N

162'

1/0A,1/0A/N

95'

1/0A,1/0A/N

186'

1/0A,1/0A/N

166'1/0A,1/0A/N

129'1/0P,2P/N

137'1/0P,2P/N

38'1/0P,2P/N

100'1/0P,2P/N

154'

4W P,4W

P/N

96'2P,2P/N

2P ,2P

2P ,2

P/ N

165'1/0A,1/0A/N

219'

1/0A,1/0A/N

190'

1/0A,1/0A/N

2/0 A

,1/ 0A

P, 4W

P/ N

146'

397A,2P/N

136'

397A,2P/N

102'

4P,6 CU/N

35'

4P,6 CU/N

157'

397A,2P/N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

91'

4 A,4 A/N

166'4 A,4 A/N

122'

4P,6 CU/N

129'

4P,6 CU/N

144'

4P,6 CU/N

152'

397A,2P/N

140'

2P,6 CU/N

152'

4P,6 CU/N

152'

4P,6 CU/N

151'

2A,2A/N

159'2P,4P/N

184'2A,4P/N

105'

2P,1/0A/N

2P ,1

/0 A/

1/0 A,1/

0A /N

128'2A,4P/N

156'2A,4P/N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

1/0 A,1/

0A /N

6 C U,4P

86'6 CU,4P/N

88'

6 CU,4P/N

6 C U,4P

N.C.Fuses65 A

N.C.

Fuses

65 A

N.C.

Fuses

BCA

Sheet No.:Drawing No.:

THIS IS A CAD DRAWING, DO NOT REVISE MANUALLY.

Engineer: Drafter:

Scale:Date:

O F

ILL

H. Lange D. Koppes

11/7/25 1:80

205502R0 1 2

)\2

G , P lo tte d on

: 11 /7

P M b y D

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PINE S

60 2

G23'

40-4 A1

POPLA

R ST.

40-5 C1

99' 3-4P

G155'

1/0

86'2 TP

40-3 C1

40-3 C7 C8

40-3 C1B

30-3

40-5 C1

BCA

79'

1/0TP

134'

2 TP

30-5

25-4

40-5 C1

ACB

45-4 C1

30-4

4 T P

2-4

40-2 C1

30-5

ACB F0862

G51

ORME STREET

G 28'

3-4WP

BCA

40-5 C1

2-4

2 T P

40-4 C1

25-4

30-4

40-3 C1 C7

NOTE:

CATV POWER

SUPPLY ON POLE.

BCA

F0862

2-4

BCA

40-5 C1

40-4 C1

F0862

OPEN

26 27

31 32 33 34

3635 37

38 39

ANNON CHASE

D R.

59'4P

40-3 C1 C7

BCA

40-3 C1F

40'

2 TP

45-4 A5 C1F

BCA

40-3 A2

40-3 A5

E W

40-3 C2

B C

F0862

45-3 C1

45-3 A5 C7

40-3 A2

AZA

A DRIVE

35-5

40-5 A1

93'6 DP

40-5 A1

30-5

40-3 A5 C1

90'4 TP

35-3 C1

2F0862

ORME ST.

35-4 C1

40-3 A5 A5 C5

40-3 A5

2 T P

31'6 DPG

31'

69'

6 DP

83'2 TP

30-5

30-4

F0862BC

T-C M-A B-B

40-3 A2

79'

2 TP

40-1 A5

30-6

40-5

40-3 A5

30-4 40

164'

2 TP

177'4 TP

35-2

30-5

40-3 A2 A5

30-4 A5

40-3 A6

B F0

ALPS CT.

4 TP

FAYETTEVILLE ROAD

G30'

C F0862

52'

2 TP

G 25'

WEIS

S D

40-5 C1F

82'

2 TP

30-5

45-5

U1/

40-5 C1F

211'

4P,4WP

F0862

2 T P

97'3-4WP

98'

2 TP

35-5

35-4 C1

35-3

30-5

30-5 C1

114'

6 DP

127' 2-2P

2 4

45-4 A1 A6 B7S

40-3 A5

40-4 A2

ACB

F0862 NOTE:

CATV POWER

SUPPLY ON POLE. 14

40-4 A1

129' 2-2P

40-3 A2

40-3 A1

40-4 A1

35-5 A1

45-4 A5

45-4 A1

35-5 A1 A5

40-4 A6

40-5 A2

30-5

40-4 A2

40-5 A2

C F0

35-5 A5 A6

40-4 A5

30-4 A1

35-3 A1

ALPS COURT

EDELWEISS DRIVEF0862

137' 2P,2-1/0A

25-5

35-3 A5

F0862

40-4 A5

45-3 A2 A5

84'

2 TP

30-3

45-3 A1

F0862

25 15

25 25

15 25

3-?A

1-?A

156'2A,4P/N

1/0 A,1/

0A /N

6 C U,4P

86'6 CU,4P/N

88'

6 CU,4P/N

6 C U,4P

184'

6 CU,4P/N

193'

6 CU,4P/N

6 C U,4P

181'

6 CU,4P/N

113'

6 CU,4P/N

200'

2A,6 CU/N

6 C U,4P

137'

2A,6 CU/N

6 C U,4P

100'

2A,6 CU/N

1/0 A,1

/0A /N

1/0 A,1/

0A /N

172'

1/0A,1/0A/N

59'4 CU,2P/N

210' 1/0A,1/0A/N

194'

1/0A,1/0A/N

1/ 0A

,1 /0

A/ N

1/0A,1/0A/N

271' 1/0A,1/0A/N

136' 1/0A,1/0A/N

189' 1/0A,1/0A/N

2A ,4

CU/N

2A ,4

CU/N

2A ,4

CU/N

2A ,4

CU/N

2A ,4

CU/N

90'

2A,4 CU/N

190'

2A,4 CU/N

89'

2A,4 CU/N

112'

2A,4 AP/N

4P ,4P

4P ,4

P/ N

2A ,4

A P/

201'

4P,4P/N

191'

4P,4P/N

52'

6 P,6 P/N

88'

2A,2A/N

132'2P,2A/N

116'2P,2A/N

258'2A,2A/N

2P ,2P

196'

2A,2A/N

112' 2A,2A/N

102'

2A,2A/N

2A ,2A

204'

4 CU,2P/N

211'

4 CU,2P/N

158'

4 CU,2P/N

201'

4 CU,2P/N

83'

2 CU,2P/N

114'

2A,2P/N

167'2A,2A/N

52'

4P,4P/N

127'

2A,2P/N

126' 2A,2P/N

129' 2A,2P/N

124'

2P,2P/N

132'

2P,2P/N

148'

2P,2P/N

139' 2A,2P/N

126' 2A,2P/N

93'2P,2P/N

2A ,2A

139'

2A,2A/N

158'2A,2A/N

153'

2A,2A/N

2A ,2

A/ N

Sheet No.:Drawing No.:

THIS IS A CAD DRAWING, DO NOT REVISE MANUALLY.

Engineer: Drafter:

Scale:Date:

O F

ILL

H. Lange D. Koppes

11/7/25 1:80

205502R0 2 2

)\2

G , P lo tte d on

: 11 /7

P M b y D

Sheets and Views

205502R0-24x36

205502R0-24x36 (2)

File details come from the government source that posted it. Updated Dec 8, 2025.