Drawings_I_85 _ SR 74 Water Main Relocation.pdf

PDF 776 KB Posted Sep 18, 2025

Attached to: ITB# 25-016 Fairburn Water Main Relocation Project I-85 @ SR 74
Solicitation number: PE-66073-NONST-2026-000000025
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Sep 22, 2025

The documents are Utility Relocation Plans for the I-85 @ SR 7/Senoia Road Interchange Improvements project, prepared by the Georgia Department of Transportation (GDOT). The project involves comprehensive water main and utility infrastructure modifications across multiple parcels along SR 74, including relocating existing water lines, fire hydrants, water meters, and adjusting utility infrastructure to accommodate new storm drainage systems. The plans detail specific utility relocations and modifications at stations ranging from 109+00 to 137+00, with key work including installing new fire hydrants, cutting and capping existing water lines, and vertically realigning water mains to avoid conflicts with proposed storm drainage pipes.

The utility relocation plans demonstrate careful engineering to minimize service disruption, with detailed elevation data showing precise vertical and horizontal positioning of existing and proposed water mains, storm drainage pipes, and associated infrastructure. The documents include specific notes about mechanical joint restraints, concrete collar requirements, and coordination protocols with the water system for service disconnections. The project appears to be part of a larger interchange improvement initiative, with multiple commercial properties and businesses (including Chick-fil-A, McDonald's, Starbucks, and Tractor Supply) impacted by the infrastructure modifications. The plans are dated with a revision on 5/21/2024 and include comprehensive technical details to guide construction and utility relocation efforts.

View the file

Other files

File	Type	Posted
Cost Sheet_I_85 _ SR 74 Water Main Relocation.xlsx	XLSX spreadsheet	Sep 18, 2025
ITB 25_016 Fairburn Water Main Relocation Pro.pdf	PDF	Sep 18, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

44-0014

16" WATER MAIN THROUGHOUT CONSTRUCTION

CONTRACTOR TO MAINTAIN SERVICE IN

UTILITY RELOCATION PLANS

44-0014

I-85 @ SR 7/SENOIA ROAD

INTERCHANGE IMPROVEMENTS

M A T C

H L I

N E

S T

S E

D W

M A T

C H L I

N E

S T

O A

K L E

B L

V D

O A

K L E

V D

CONST CL SR 74

REVISION DATES

5/21/2024 ggsmith

GPLOT-V8

gplotborder-V8i-PO-color_0007841.tbl

0007841_44-0014.dgn

6:45:54 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DRAWING No.

Project No.

0007841

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

50 100 200

SCALE IN FEET

CONCRETE

C O

N C

R E

T E

INV OUT(E 24"RCP)=980.30

INV IN(W 24"RCP)=980.46

TOP=986.43

DOUBLE CATCH BASIN

INV OUT(E 18"RCP)=981.87

TOP=987.04

DOUBLE CATCH BASIN

INV OUT(S-30"RCP)=984.03

INV IN(NW-30"RCP)=984.08

TOP=988.98

DOUBLE CATCH BASIN

C O

N C

R E

T E

LP LP

A29

A30

A32

A31

A33

A34

A35

A36

A37

A38

A39

A40

A41

A42

A43

A44

A45 A46 A47

A48

A49

A50

B2 B3

B5 B6

B7 B8

4# EVRUC

CONST CL SR 74

6+00

13+00

ON PARCEL 12

AND LIGHT POLE

COMMERCIAL SIGN

DO NOT DISTURB

ON PARCEL 22

HYDRANT, AND SIGNS

DO NOT DISTURB LIGHTS,

STORAGE TANKS ON PARCEL 23

VENT STACKS, & UNDERGROUND

DO NOT DISTURB PRICE SIGN,

PARCEL 24

AISLE AROUND THE CARWASH ON

CONCRETE, CURBING, AND DRIVE

CONTRACTOR SHALL NOT DISTURB

SIGNS (2) ON PARCEL 27

BUILDING AND COMMERCIAL

DO NOT DISTURB

ON PARCEL 9B

LIGHT POLE

COMMERCIAL

DO NOT DISTURB

ON PARCEL 20

METER & MONUMENT SIGN

DO NOT DISTURB WATER

24 26

88' RT

STA.109+00.00(SR 74);

END L/A 9A

18" PIPE

PLUG EXIST

TO REMAIN

EXISTING 30" RCP

AT BOTH ENDS - GA STD 9031U

INSTALL CONCRETE COLLARS

TO REMAIN

EXISTING 24" RCP

TO REMAIN

EXISTING 15" PVC

TO REMAIN

EXISTING 24" RCP

P B

PBPBPB

O A

K L E

V D

O A

K L E

V D

SR 74

S V C

U G

S V

C 16" DIP (COA)16" DIP (COA)

16" DIP (COA)

C A S

UNK SIZE/TYPE

12" DIP

S V

UNK SIZE/TYPE

S V

C(4) WATER VALVES

S V C

(1) 12" DIP UW

(1) 6" DIP UW

UNK SIZE/TYPE

HYDRANT

6" DIP TO

HYDRANT

6" DIP TO

HYDRANT

6" DIP TO

(2) SVC

HYDRANT

6" DIP TO

(2) UW SVC METERS

(4) UW SVC METERS

(1) UNK SIZE/TYPE UW

HYDRANT

6" DIP TO

W A T E R

S E R V I C E

L I N E

C U T

A N D

C A P

E X I S T I N G

R E L O C A T E

E X I S T I

A T

T E R

S T A

R T

WATER SERVICE LINE

CUT AND CAP EXISTING

RELOCATE EXISTING WATER METER

STA 10+98, 63' LT

WATER SERVICE LINE

42 LF OF 1"

RELOCATED WATER METER

PROPOSED LOCATION FOR

STA 114+87, 96' RT

6" WATER LINE

CUT AND CAP EXISTING

RETURN TO COA DWM

EXISTING FIRE HYDRANT

REMOVE AND SALVAGE

STA 121+68, 89' RT

VALVE ASSEMBLY

USING 16"x6" TAPPING SLEEVE AND

CONNECT TO EXISTING 16" DIP WM

37 LF OF 6" WATER LINE

WITH THRUST BLOCK

INSTALL FIRE HYDRANT

STA 121+94, 88' RT

47 LF OF 1" WATER SERVICE LINE

RELOCATED WATER METER

PROPOSED LOCATION FOR

STA 109+52, 86' RT

RETURN TO COA DWM

EXISTING FIRE HYDRANT

REMOVE AND EXTEND

STA 10+95, 51' LT

77 LF OF 6" WATER LINE

WITH THRUST BLOCK

INSTALL FIRE HYDRANT

STA 114+43, 132' RT

TO FINISHED GRADE

ADJUST EXISTING WATER VALVE BOX

STA 121+36, 95' LT

ADJUST WATER VALVE BOXES (2) TO FINISHED GRADE

ADJUST WATER MANHOLE TO FINISHED GRADE

STA 121+35, 56' RT

STA 121+30, 56' RT

STA 121+25, 56' RT

TO FINISHED GRADE

ADJUST EXISTING WATER VALVE BOXES (2)

STA 113+42, 115' LT

WATER SERVICE LINE)

(CONTRACTOR TO CONFIRM SIZE AND TYPE OF EXISTING

EXTEND EXISTING WATER SERVICE LINE

RELOCATE EXISTING WATER METER

STA 109+57, 47' RT

Proposed Storm

P ro po se d S to rm

Z ax by s

BP Gas Station

Wingate by Wyndham

BojanglesM cD on al d' s

C hi ck -f il- A

W en dy 's

12" Existing DIP Water Ground elev: 988.72 Top pipe elev: 985.93 Btm pipe elev: 984.93

18" Proposed Storm Top pipe elev: 986.05 Btm pipe elev: 984.55

Water line to be relocated vertically (See detail on page 3)

100 ft

12" Existing DIP Water Ground elev: 986.00 Top pipe elev: 981.50 Btm pipe elev: 980.50

30" Proposed Storm Top pipe elev: 982.50 Btm pipe elev: 979.90

Water line to be relocated vertically (See detail on page 3)

12" Existing DIP Water Ground elev: 989.90 Top pipe elev: 980.90 Btm pipe elev: 979.90

30" Proposed Storm Top pipe elev: 986.80 Btm pipe elev: 984.30

No conflict at this location

12" Existing DIP Water Ground elev: 990.20 Top pipe elev: 979.20 Btm pipe elev: 978.20

18" Proposed Storm Top pipe elev: 986.80 Btm pipe elev: 984.80

No conflict at this location

44-0015

16" WATER MAIN THROUGHOUT CONSTRUCTION

CONTRACTOR TO MAINTAIN SERVICE IN

UTILITY RELOCATION PLANS

I-85 @ SR 7/SENOIA ROAD

INTERCHANGE IMPROVEMENTS

M A T

C H L I

N E

S T

M A T C

H L I

N E

S T

H A R R I S

REVISION DATES

5/21/2024 ggsmith

GPLOT-V8

gplotborder-V8i-PO-color_0007841.tbl

0007841_44-0015.dgn

6:46:05 PM

GPLN10/23/2015

CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DRAWING No.

Project No.

0007841

EASEMENT FOR CONSTR

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS

& MAINTENANCE OF SLOPES

C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

ORANGE BARRIER FENCE

LIMIT OF ACCESS

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

REQ'D R/W & LIMIT OF ACCESS

(SEE ERIT TABLE)

ESA - ENV. SENSITIVE AREA

50 100 200

SCALE IN FEET

P V

V C

P V

C 1 P

V C

P V

D I

P V

H D

P E

P V

H D P E

18"PVC

P V

H D

P E

P V C

H D

P E

P V

INV OUT(N 18"RCP)=972.39

INV IN(S 18"RCP)=972.51

TOP=976.67

CATCH BASIN

INV OUT(E 24"RCP)=972.16

INV IN(S 18"RCP)=972.22

INV IN(W 18"RCP)=972.28

INV IN(N 18"RCP)=972.50

TOP=976.78

CATCH BASIN

M I L E

INV=983.25

12"cpp

INV OUT(S 18"RCP)=984.23

INV IN(N 18"RCP)=984.25

TOP=988.13

STORM MANHOLE

LP LP

A51

A52

A53

A54

A55

A56

A57

A58

A59

A60

A61

A62

A63

A64 A65

A66

A67

A68 A69

A70

A71

END TAPER

16.00' RT

STA 133+59

C2 C3

C5 C6

BEGIN TAPER

28.00' RT

STA 128+19

47 RS LC TSNOC

ON PARCEL 35

PARKING LOT

SE CORNER OF

AIR STATION AT

DO NOT DISTURB

SIGNS ON PARCEL 36

DO NOT DISTURB3

PARCEL 30

TACO BELL SIGN ON

DO NOT DISTURB

RELOCATED SIGN

DO NOT DISTURB

ON PARCEL 38B & 38C

DO NOT DISTURB SIGNS

VAULT

WATER UTILITY

& FIRE LINE

EXISTING SIGN

DO NOT DISTURB

ON PARCEL 27

EXISTING SIGN

DO NOT DISTURB

34 38C 38D 38E

38B 38A

39A

TO REMAIN

EXISTING 18" PVC

TO REMAIN

EXISTING 18" RCP

TO REMAIN

EXISTING 24" CMP

GA STD 9031U

INSTALL CONCRETE COLLAR

EXISTING 18" RCP TO REMAIN

P B

PB PB PB

P B

P B P

P B

H A

R R I S

H A

R R I S

U N

E /T

Y P E

16" DIP (COA)

S V C

12" DIP

UNK SIZE/TYPE

HYDRANT

6" DIP TO

HYDRANT

6" DIP TO

HYDRANT

6" DIP TO

(4) METERS

VAULT &

9'x6' UW

(1) UNK SIZE/TYPE UW

HYDRANT

6" DIP TO

6" WATER LINE

CUT AND CAP EXISTING

RETURN TO COA DWM

EXISTING FIRE HYDRANT

REMOVE AND SALVAGE

STA 127+47, 75' RT

20 LF OF 6" WATER LINE

WITH THRUST BLOCK

INSTALL FIRE HYDRANT

STA 127+75, 75' RT

VALVE ASSEMBLY

USING 16"x6" TAPPING SLEEVE AND

CONNECT TO EXISTING 16" DIP WM

STANDARD DETAIL

REALIGNED PER COA

DIP WATER MAIN TO BE

EXISTING 16"

STA 124+76, 56' RT

STANDARD DETAIL

REALIGNED PER COA

DIP WATER MAIN TO BE

EXISTING 16"

STA 124+76, 56' RT

P ro po se d S to rm

Proposed Storm

P ro po se d S to rm

Taco Bell Starbucks

Tim Hortons

Krystal

S he rw in

-W ill ia m s

Cracker Barrel

Tractor Supply

Quick Trip Gas Station

12" Existing DIP Water Ground elev: 983.36 Top pipe elev: 978.92 Btm pipe elev: 977.92

18" Proposed Storm Top pipe elev: 982.93 Btm pipe elev: 981.43

No conflict at this location

12" Existing DIP Ground elev: 975.97 Top pipe elev: 972.57 Btm pipe elev: 971.57

18" Proposed Storm Top pipe elev:974.07 Btm pipe elev: 972.57

Water line to be relocated vertically (see detail on page 3)

100 ft

WATER LINE CONFLICT

CXXX

SCALE: N.T.S.

SAN SEWER

18" MIN FOR

6' MIN OR MAINTAIN

12" MIN

DIP OF SIMILAR DIAMETER

TO EXISTING WATER MAIN

NEW OR EX.

WATER MAIN

SIZE VARIES

CONC. COLLAR

W/ MEGALUG

RESTRAINT (TYP)

MAXIMUM 45° DIP

BENDS (TYP)

NEW OR EX.

DRAINAGE PIPE

SEE PLANS

NOTES:

1. PROVIDE MECHANICAL RESTRAINED JOINTS

FOR ALL FITTINGS.

2. USE MIN 3,000 PSI CONC. FOR CONC. COLLARS.

3. COORDINATE W/ WATER SYSTEM FOR

DISCONNECTION OF WATER SERVICE.

File details come from the government source that posted it. Updated Sep 22, 2025.