1-SAWDUST ROAD -Project plans 02-10-26.pdf

PDF 10 MB Posted Feb 18, 2026

Attached to: 2026010-BID5100 Sawdust Road Water Line
Solicitation number: 2026010-BID5100 Sawdust Road Water Line
Issued by: Coffee County, Georgia

About this file

Written by GovTribe AI · Feb 19, 2026

This is a project plan document prepared by Infrastructure Systems Management, LLC for Columbia County Water Utility in Georgia, detailing the construction of a 12-inch ductile iron water distribution line extending approximately 31,000 linear feet across Columbia County. The project, designated as ISM Project No. 21-CCWU-04, begins at the intersection of Harlem Grovetown Road and Old Louisville Road and extends through Old Union Road and North Fairview Drive, terminating on Sawdust Road adjacent to an existing elevated water storage tank. The scope includes installation of the main water line with associated appurtenances such as hydrants, gate valves, tapping sleeves, and bore-and-jack crossings at major roadways and utilities. The project encompasses a total of 28.5 acres, with 14.3 acres of disturbed acreage requiring erosion and sediment control measures. The plans were prepared in December 2025 and include comprehensive design details across 13 sheets with standard water line specifications, thrust collar requirements, service line connections, and typical installation methodologies for various pipe sizes and configurations.

The project includes detailed erosion, sedimentation, and pollution control measures compliant with Georgia's General NPDES Permit No. GAR100002 and the Manual for Erosion and Sediment Control in Georgia. A minimum of 958.1 cubic yards of sediment storage is required across the 14.3 disturbed acres, to be achieved through silt fencing and check dams rather than traditional sediment basins. The design professional, certified under GSWCC Level II certification number 0000010880 (expiring November 16, 2028), has certified that appropriate best management practices and monitoring protocols are in place to protect state waters and wetlands identified along the route, including Cat Branch and associated flood plains. The project involves coordination with multiple property owners along the route, reconnection of existing water services, removal of existing 6-inch and 8-inch water lines to be abandoned, and compliance with Columbia County standards and specifications for all work within county rights-of-way. The contractor is responsible for all monitoring, inspection reporting, and sediment removal throughout the construction period until final stabilization is achieved.

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File	Type	Posted
2-NONCOLLUSION AFFIDAVIT.pdf	PDF	Feb 18, 2026
4-Proposal Form.pdf	PDF	Feb 18, 2026
3-Statement of Qualifications.pdf	PDF	Feb 18, 2026

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W W

SCALE: 1"=2000'

LOCATION MAP

SAWDUST ROAD TO OLD LOUISVILLE ROAD 12" WATER LINE

COLUMBIA COUNTY, GEORGIA

ISM PROJECT No. 21-CCWU-04

NORTH FAIRVIEW DRIVE TO OLD UNION ROAD PLAN

OLD UNION ROAD PLAN

DRAWING TITLENO.

1. SAWDUST ROAD PLAN

COVER LOCATION MAP, DRAWING LIST AND NOTES

DRAWING LIST

GPS PROJECT LIMIT INFORMATION

START LONGITUDE 82.3319° LATITUDE 33.4199°

END LONGITUDE 82.8561° LATITUDE 33.4436°

EXISTING GAS LINE

EXISTING FIBER OPTIC CABLE

EXISTING WATER METER

ROADWAY RIGHT OF WAY

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING EDGE OF PAVEMENT

EXISTING WATER LINE

EXISTING FIRE HYDRANT

EXISTING MAILBOX

EXISTING TELEPHONE LINE

EXISTING OVERHEAD POWER

UNDERGROUND CABLE MARKER

EXISTING CULVERT PIPE

EXISTING SMALL SIGN

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G G

EXISTING WATER VALVE

ABANDON WATER LINE (AS INDICATED)X W

X PROPOSED SAMPLE TAP LOCATION

PROPOSED FIRE HYDRANT

PROPOSED VALVE

SAWDUST ROAD TO NORTH FAIRVIEW DRIVE PLAN

NORTH FAIRVIEW DRIVE PLAN

OLD UNION ROAD TO HARLEM GROVETOWN ROAD PLAN8.

HARLEM GROVETOWN ROAD PLAN9.

SOIL EROSION AND SEDIMENT CONTROL DETAILS - 1

10.

SOIL EROSION AND SEDIMENT CONTROL DETAILS - 2

11.

SOIL EROSION AND SEDIMENT CONTROL STANDARD NOTES

12.

13.

STANDARD WATER LINE DETAILS

STA 36+00 TO STA 72+00

STA 108+00 TO STA 144+00

STA 240+00 TO STA 277+50

PROPOSED WATER LINE

DWG 4

DWG 5

OLD

UISVILLE

ROAD

U S

H W

CLARY

CUT

ROAD

UCHEECREEK

ALLEN

BRANCH

CREEKKIOKEELITTLE

UCHEE

CREEK

1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

(2026)

DWG 6

OLD

DWG 3

DRIVE

DWG 1

DWG 2

ROAD

HARLEM GROVETOWN ROAD

ROAD

UNION

DWG 8

DWG 9

DWG 7

EXISTING PROPOERTY LINE (APPROX.)

PROPOSED BORE AND JACK CROSSINGW

(LENGTH AS INDICATED)

OPEN-CUT PAVEMENT (ASPH. / CONC.)W

PERMANENT EASEMENT

W (SIZE AS INDICATED)

TEMPORARY CONSTRUCTION EASEMENT

(SIZE AS INDICATED)

EXISTING DITCH LINE

EXISTING CONTOURS470

STA 0+00 TO STA 36+00

STA 72+00 TO STA 108+00

STA 144+00 TO STA 168+00

STA 168+00 TO STA 204+00

STA 204+00 TO STA 240+00

STA 277+50 TO STA 309+74

PROJECT ENGINEER:

INFRASTRUCTURE SYSTEMS MANAGEMENT, LLC

1557 BROAD STREET

AUGUSTA, GA 30904

(706) 250 3228 ehinds@ismllc-engr.com

PROJECT INFORMATION:

TOTAL ACREAGE = 28.5±

TOTAL DISTURBED ACREAGE = 14.3±

PROJECT OWNER/PRIMARY PERMITTEE:

COLUMBIA COUNTY WATER UTILITY

2140 WILLIAM FEW PARKWAY

GROVETOWN, GA 30813

MR. JODI CRABTREE

(706) 210 3120

PROJECT 24 HOUR CONTACT

MR. JODI CRABTREE

2140 WILLIAM FEW PARKWAY

GROVETOWN, GA 30813

(706) 210 3120 jcrabtree@columbiacountyga.gov

GSWCC # 0000010880

EXP 11/16/2028

12/08/25

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DECEMBER 2025

Job: 21-CCWU-04

Sheet 1 of 13

Issue: ###

Scale: 1" = 40'

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1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

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COLUMBIA COUNTY, GEORGIA

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SAWDUST ROAD PLAN

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STA 0+00 TO STA 36+00

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%%% JOHN PETEREIT V %%%

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1338 COUNTY LINE ROAD

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PID 031 122

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%%% LAMES L. & ANGELA JOHNSON %%%

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708 SAWDUST ROAD

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%%% ROBERT & GLORIANA JONGMA %%%

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956 NORTH HICKS EXTENSION

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%%% LONGERAN HOLDINGS LLC %%%

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450 HARLEM GROVETOWN ROAD

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ROAD

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SAWDUST

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80' ROW

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(CR 6)

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SAWDUST

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ROAD

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%%% THELMA W. ALLEN %%%

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717 SAWDUST RD

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%%% JOSEPH D. GERMAIN %%%

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721 SAWDUST RD

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%%% DIANNA LYNN KUYKENDALL %%%

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725 SAWDUST RD

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%%% ANGELA HART %%%

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%%% PATRICK STEWART %%%

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%%% MARK & ANTHONETTE HORTON %%%

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%%% JOHN THOMAS JR & HEEJIN LOWERY %%%

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730 SAWDUST RD

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%%% ANDREW J II & HEATHER D COTTINGHAM %%%

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%%% JASON H & PIMA DOGMA WILLIAMS %%%

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750 SAWDUST RD

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%%% MONAGUE MAXIMILIAN WILLIAMS %%%

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756 SAWDUST RD

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%%% JESSICA FORD %%%

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%%% ROBIN S MEADS %%%

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6628 PONDEROSA LANE

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%%% WILLIAM T & KELLEY J BRANTLEY %%%

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733 SAWDUST RD

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%%% BOWDRE D & CHARLES E CRUCE %%%

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%%% CAROL LYNN & WILLIAM W MAXWELL %%%

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36" CMP

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REMOVE EXISTING 10" PLUG

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AND CONCRETE BLOCKING

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IN CLOSED POSITION

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INSTALL HYDRANT ASSEMBLY

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24" CPP

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100' POWER

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EASEMENT

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UPON COMPLETION OF 12" WATER LINE

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RECONNECT EXISTING SERVICES TO NEWLY

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INSTALLED PIPE. LONG SIDE AND SHORT

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SIDE SERVICES ON SAWDUST ROAD.

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NO FILL MATERIAL SHALL BE ADDED WITHIN THE FLOOD

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Job: 21-CCWU-04

Sheet 2 of 13

Issue: ###

Scale: 1" = 40'

D A

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1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

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12/08/25

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AutoCAD SHX Text 65+00

AutoCAD SHX Text 70+00

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SCALE: 1"=40'

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COLUMBIA COUNTY, GEORGIA

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SAWDUST ROAD TO NORTH FAIRVIEW DRIVE PLAN

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STA 36+00 TO 72+00

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%%% ADAM W & TONYA G WIDENER %%%

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6618 GREEN PLANTATION RD

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PID 031 - 131

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%%% JAMES BRUCE III JORDAN & DEBORAH ANN SWANSON %%%

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804 SAWDUST RD

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PID 031 - 170A

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%%% JAMES L SWANSON %%%

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814 SAWDUST RD

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PID 031 - 170

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%%% MARSHALL D BARRETT %%%

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824 SAWDUST RD

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PID 031 - 171C

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%%% MARSHALL D BARRETT %%%

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824 SAWDUST RD

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PID 031 - 171C

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%%% GAYLE E SPRAYBERRY %%%

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6562 SWINT COMBS RD

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PID 031 - 171

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%%% LEMUEL R & MARIAN J WATSON %%%

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665N FAIRVIEW DR

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PID 031 - 256

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%%% BRIAN M & TABITHA W PURVIS %%%

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667 N FAIRVIEW DR

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PID 031 - 257

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%%% LASHONDA GORDON %%%

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669 N FAIRVIEW DR

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PID 031 - 258

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%%% LOG CREEK LLLP %%%

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0 CLARY CUT RD

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PID 020 - 012B

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%%% LAURIE J SARGENT %%%

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709 N FAIRVIEW DR

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PID 031 - 092

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%%% STANLEY MARTIN COMPANIES LLC %%%

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0 N FAIRVIEW DR

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PID 031 - 102C

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%%% STANLEY MARTIN COMPANIES LLC %%%

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0 N FAIRVIEW DR

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PID 031 - 102C

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%%% LAURIE J SARGENT %%%

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709 N FAIRVIEW DR

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PID 031 - 092

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%%% LOG CREEK LLLP %%%

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0 CLARY CUT RD

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PID 020 - 012B

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%%% RICHARD C & ANNE B EBERL %%%

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725 N FAIRVIEW DR

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PID 031A056

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%%% MICHAEL A. & JOANN K. HAMILTON%%%

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731 N FAIRVIEW DR

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PID 031A057

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%%% CHARLES E SIMPSON %%%

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1077 WADE DR

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PID 031 - 090

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%%% DAVID R LORD%%%

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737 N FAIRVIEW DR

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PID 031A058

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NORTH

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FAIRVIEW

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DRIVE

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80' ROW

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(CR 5)

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(CR 5)

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80' ROW

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DRIVE

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FAIRVIEW

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NORTH

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SAWDUST ROAD 80' ROW (CR 6)

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(CR 6)

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80' ROW

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ROAD

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SAWDUST

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12" - 22 1/2 ° BEND (RJ)RESTRAIN 2 JOINTS EACH WAY

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12" - 45° BEND (RJ) RESTRAIN4 JOINTS EACH WAY

AutoCAD SHX Text CUT EXISTING 6" PIPE INSTALL 6" PLUG IN VALVE AND CAP ON PIPE. CLOSE VALVE REMOVE VALVE BOX AND BURY

AutoCAD SHX Text

12" DIP WATER LINE

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REMOVE AND REPLACE FENCE AS REQ'D

AutoCAD SHX Text 18" C.M.P

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CONC

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GRAV

AutoCAD SHX Text 18" C.M.P

AutoCAD SHX Text 15" C.M.P

AutoCAD SHX Text

GRAV

AutoCAD SHX Text 18" R.C.P

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GRAV

AutoCAD SHX Text 18: R.C.P

AutoCAD SHX Text 15" C.P.P

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CONC

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ASPH

AutoCAD SHX Text 18" R.C.P

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12" DIP WATER LINE

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APPROXIMATE EXISTING PROPERTY LINE (TYP)

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APPROXIMATE EXISTING PROPERTY LINE (TYP)

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APPROXIMATE EXISTING PROPERTY LINE (TYP)

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6" EXISTING WATER LINE TO REMAIN

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6" EXISTING WATER LINE TO BE ABANDONED

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6" EXISTING WATER LINE TO REMAIN

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1 - HYDRANT ASSEMBLY 2 - 12" GATE VALVES

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REMOVE HYDRANT CUT AND CAP PIPE; SEE NOTE 2

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UPON COMPLETION OF 12" WATER LINE

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RECONNECT EXISTING SERVICES TO NEWLY

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INSTALLED PIPE. LONG SIDE AND SHORT

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SIDE SERVICES ON SAWDUST ROAD.

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SEE NOTE 1

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12" DIP WATER LINE BENEATH CULVERT (TYP)

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SEE NOTE 1

AutoCAD SHX Text 12 X 6" TEE 2 - 12" GATE VALVES (RJ) 1 - 6" GATE VALVE 60' - 6" RESTRAINED JOINT DIP 6" X 6" TAPPING SLEEVE AND VALVE

AutoCAD SHX Text 22%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 21%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 8'

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HYDRANT ASSEMBLY

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OPEN CUT 23 LF OF ASPHALT ROADWAY

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GREEN PLANTATION

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ROAD 50' ROW

AutoCAD SHX Text 1-12"x6" TEE (BRANCH RJ)

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1-6" GATE VALVE (RJ)

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1-6" 11 1/4%%D BEND (RJ)

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2-6" 45%%D BEND (RJ)

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1 CY MIN CONCRETE BLOCKING

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1-6" SLEEVE (RJ)

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6" RJ DIP

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EXISTING 6" WATER LINE

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TO BE ABANDONED

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EDGE OF PAVEMENT EQUALS BASE LINE FOR WATER LINE

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EDGE OF PAVEMENT EQUALS BASE LINE FOR WATER LINE

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REMOVE EXISTING HYDRANT ASSEMBLY; CUT LEAD

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PIPE, REMOVE 6" VALVE AND HYDRANT.

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INSTALL CAP ON 6" LINE, BACKFILL AND COMPACT.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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EXISTING VALVES WITHIN PAVEMENT OF SAWDUST ROAD

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SHALL HAVE TOP SECTION REMOVED AND FILLED WITH

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GDOT 5000 MIX DYED CONCRETE TO MATCH PAVEMENT.

AutoCAD SHX Text 3.

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ABANDON AND FILL

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VALVE BOX (TYP.);

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SEE NOTE 3

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SWINT COMBS

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ROAD (CR 9)

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SAMPLE TAP

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SAMPLE TAP

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SAMPLE TAP

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CAT BRANCH

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STATE WATERS

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25' BUFFER

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25' BUFFER

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100 YR FLOOD

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NO FILL MATERIAL SHALL BE ADDED WITHIN THE FLOOD

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PLAIN. FINAL GRADES SHALL BE RESTORED TO

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PRE-CONSTRUCTION GRADES FOR ALL WORK WITHIN THE

AutoCAD SHX Text 4.

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FLOOD PLAIN LIMITS.

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DEFLECT AROUND CULVERT

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END AND INSTALL BENEATH

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SEE NOTE 4.

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PROFESSIONAL

AutoCAD SHX Text No. 29804

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STATE WATERS ARE PRESENT ALONG THE ROUTE OF THE

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PROJECT BUT SHALL NOT BE IMPACTED.

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W W W W W W W W W W W W W W W W W W W W W W W W

W W

SF SF

SF SF SF SF SF SF SF SF SF SF SF

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W W W W W W W

SF SF SF SF SF SF

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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SF SF

SF SF SF

SF SF SF SF SF SF SF SF

ATC

LIN

E STA 72+00

ATCH LINE STA 84+00

ATC

LIN

E STA 96+00

ATC

LIN

E STA 96+00

ATC

LIN

E STA 108+00

Job: 21-CCWU-04

Sheet 3 of 13

Issue: ###

Scale: 1" = 40'

D A

O N

1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

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Cd-Hb

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Cd-Hb

Sd1-NS

Sd1-NS Sd1-NS

Cd-Hb Sd1-NS

Sd1-NS

GSWCC # 0000010880

EXP 11/16/2028

12/08/25

DECEMBER 2025

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

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AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text 85+00

AutoCAD SHX Text

GEORGE WALTON DRIVE

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AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text #2053

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SCALE: 1"=40'

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COLUMBIA COUNTY, GEORGIA

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NORTH FAIRVIEW DRIVE PLAN

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STA 72+00 TO STA 108+00

AutoCAD SHX Text 80+00

AutoCAD SHX Text 100+00

AutoCAD SHX Text 105+00

AutoCAD SHX Text 95+00

AutoCAD SHX Text 90+00

AutoCAD SHX Text 75+00

AutoCAD SHX Text

%%% CHARLES E SIMPSON %%%

AutoCAD SHX Text

1077 WADE DR

AutoCAD SHX Text

PID 031 - 090

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%%% ROSE BENNETT %%%

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741 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A059

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%%% ALEX MURPHY & EVANS H WILLIAMS%%%

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745 N FAIRVIEW DR

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PID 031A045B

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%%% TIMOTHY D & DORETHA J BENNETT%%%

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749 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A060

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%%% WILLIAM W & PATRICIA A WHEELER %%%

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755 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A061

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%%% BARBARA G JOHNSON %%%

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761 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A062

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%%% HEWITT W & ANNA J POWELL %%%

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767 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A065

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%%% MARGARET A & CHARLES E SIMPSON %%%

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780 N FAIRVIEW DR

AutoCAD SHX Text

PID 031 - 067D

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%%% MARGARET A & CHARLES E SIMPSON %%%

AutoCAD SHX Text

780 N FAIRVIEW DR

AutoCAD SHX Text

PID 031 - 067D

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%%% BRENDA G JONES %%%

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769 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A064

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%%% DENNIS F MACK %%%

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773 N FAIRVIEW DR

AutoCAD SHX Text 031A066

AutoCAD SHX Text

%%% JOSHUA & KAREN WILSON %%%

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771 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A045A

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%%% HOUSTON EVANS II & MURPHY BROTHERS PARTNERS LLC &

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0 APPLING HARLEM RD

AutoCAD SHX Text

PID 031A045

AutoCAD SHX Text

%%% JENNIFER S KENT & JUDY S TRUSTEES %%%

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0 N FAIRVIEW DR

AutoCAD SHX Text 031A045C

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%%% HOUSTON EVANS II & MURPHY BROTHERS PARTNERS LLC &

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0 APPLING HARLEM RD

AutoCAD SHX Text

PID 031A045

AutoCAD SHX Text

%%% CHRISTOPHER & JUDY S KNOEFERL &

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805 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A045D

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%%% JENNIFER S KENT & JUDY S TRUSTEES %%%

AutoCAD SHX Text

0 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A045E

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%%% JENNIFER S KENT & JUDY S TRUSTEES %%%

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815 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A053

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%%% CHRISTINE BRAXTON %%%

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0 N FAIRVIEW DR

AutoCAD SHX Text 031A070

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%%% ALVETTE LLC %%%

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827 N FAIRVIEW DR

AutoCAD SHX Text 031A047C

AutoCAD SHX Text

%%% DARRYL S & LEONA H HOLLEY %%%

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6512 GEORGE WALTON DR

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PID 031 - 089

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%%% ROBERT V DAINES & CARMEN P TRUSTEES %%%

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820 N FAIRVIEW DR

AutoCAD SHX Text 031A052

AutoCAD SHX Text

%%% GUY GODDARD JR %%%

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826 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A051

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%%% MARY A ROLAND %%%

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832 N FAIRVIEW DR

AutoCAD SHX Text

PID 031A050

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%%% JACKSON W & ELAINE HIGDON %%%

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829 N FAIRVIEW DR

AutoCAD SHX Text 031A047B

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%%% CLIFFORD MILES SR %%%

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942 APPLING HARLEM RD

AutoCAD SHX Text

PID 031A048

AutoCAD SHX Text

NORTH

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FAIRVIEW

AutoCAD SHX Text

DRIVE

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80' ROW

AutoCAD SHX Text

(CR 5)

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NORTH

AutoCAD SHX Text

FARIVIEW

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DRIVE

AutoCAD SHX Text

80' ROW

AutoCAD SHX Text

(CR 5)

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(CR 5)

AutoCAD SHX Text

80' ROW

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DRIVE

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FAIRVIEW

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NORTH

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EDGE OF PAVEMENT EQUALS BASE LINE FOR WATER LINE

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12" DIP WATER LINE

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1 - HYDRANT ASSEMBLY 2 - 12" GATE VALVES

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12" DIP WATER LINE

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12" DIP WATER LINE

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DEFLECT AS REQ'D

AutoCAD SHX Text 18" R.C.P

AutoCAD SHX Text 15" C.M.P

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CONC

AutoCAD SHX Text 15" C.P.P

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GRAV

AutoCAD SHX Text 15" C.P.P

AutoCAD SHX Text

GRAV

AutoCAD SHX Text 15" R.C.P

AutoCAD SHX Text

GRAV

AutoCAD SHX Text 18" R.C.P

AutoCAD SHX Text 15" R.C.P

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

DIRT

AutoCAD SHX Text 18" R.C.P

AutoCAD SHX Text 15" R.C.P

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

APPROXIMATE EXISTING PROPERTY LINE (TYP)

AutoCAD SHX Text

APPROXIMATE EXISTING PROPERTY LINE (TYP)

AutoCAD SHX Text

APPROXIMATE EXISTING PROPERTY LINE (TYP)

AutoCAD SHX Text

EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE (TYP)

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EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE (TYP)

AutoCAD SHX Text 15" R.C.P

AutoCAD SHX Text

DIRT

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 22.5%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 22%%P'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 22%%P'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text

EXISTING 6" WATER LINE TO REMAIN

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EXISTING 6" WATER LINE TO REMAIN

AutoCAD SHX Text

EXISTING 6" WATER LINE TO REMAIN

AutoCAD SHX Text

GEORGE WALTON

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DRIVE 60' ROW

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RECONNECT EXISTING HOUSE

AutoCAD SHX Text

SERVICE TO NEWLY LAID WATER LINE

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UPON COMPLETION. ABANDON EXISTING

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SERVICE EACH SIDE OF ROADWAY.

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CONNECT EXISTING HOUSE

AutoCAD SHX Text

SERVICE TO NEWLY LAID WATER LINE

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UPON COMPLETION. ABANDON EXISTING

AutoCAD SHX Text

SERVICE EACH SIDE OF ROADWAY.

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CONNECT TO EXISTING 6" WATER

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LINE UPON COMPLETION OF NEWLY

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INSTALLED PIPING. CUT, CAP AND ABANDON

AutoCAD SHX Text

EXISTING 6" PIPE AND CONNECTION

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EXISTING 6"

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WATER LINE

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12"X6" TEE (RJ BRANCH)

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6" G.V. (RJ)

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10 LF 6" DIP (RJ)

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CLOSE EXISTING 6" VALVE,

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DIG DOWN CUT PIPE, CAP LINE AND

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PLUG EXISTING VALVE. REMOVE

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VALVE BOX

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INLET PROTECTION

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SAMPLE TAP

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SAMPLE TAP

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INLET PROTECTION

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SAMPLE TAP:

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NEW SERVICE SHALL

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SERVE AS SAMPLE POINT

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PROFESSIONAL

AutoCAD SHX Text No. 29804

AutoCAD SHX Text

UPON COMPLETION OF 12" WATER LINE

AutoCAD SHX Text

RECONNECT EXISTING SERVICES TO NEWLY

AutoCAD SHX Text

INSTALLED PIPE. LONG SIDE AND SHORT

AutoCAD SHX Text

SIDE SERVICES ON SAWDUST ROAD.

AutoCAD SHX Text 1.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REMOVE EXISTING HYDRANT ASSEMBLY; CUT LEAD

AutoCAD SHX Text

PIPE, REMOVE 6" VALVE AND HYDRANT.

AutoCAD SHX Text

INSTALL CAP ON 6" LINE, BACKFILL AND COMPACT.

AutoCAD SHX Text 2.

AutoCAD SHX Text

EXISTING VALVES WITHIN PAVEMENT OF SAWDUST ROAD

AutoCAD SHX Text

SHALL HAVE TOP SECTION REMOVED AND FILLED WITH

AutoCAD SHX Text

GDOT 5000 MIX DYED CONCRETE TO MATCH PAVEMENT.

AutoCAD SHX Text 3.

AutoCAD SHX Text

NO FILL MATERIAL SHALL BE ADDED WITHIN THE FLOOD

AutoCAD SHX Text

PLAIN. FINAL GRADES SHALL BE RESTORED TO

AutoCAD SHX Text

PRE-CONSTRUCTION GRADES FOR ALL WORK WITHIN THE

AutoCAD SHX Text 4.

AutoCAD SHX Text

FLOOD PLAIN LIMITS.

AutoCAD SHX Text

STATE WATERS ARE PRESENT ALONG THE ROUTE OF THE

AutoCAD SHX Text

PROJECT BUT SHALL NOT BE IMPACTED.

AutoCAD SHX Text 5.

W W

W W W W W W W W W W W W W W W W W W W W W W W W W

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W W W W W W

W W

W W W W

W W W W W W W W

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SF SF

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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

ATC

LIN

E STA 108+00

ATC

LIN

E STA 120+00

ATC

LIN

E STA 120+00

ATCH LINE STA 132+00

ATC

LIN

E STA 132+00

ATC

LIN

E STA 144+00

Job: 21-CCWU-04

Sheet 4 of 13

Issue: ###

Scale: 1" = 40'

D A

O N

1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

Ds3 Ds2

Cd-Hb

Sd1-NS

Ds3 Ds2

Sd1-NS

Cd-Hb

Cd-HbCd-Hb

Cd-Hb

GSWCC # 0000010880

EXP 11/16/2028

12/08/25

DECEMBER 2025

AutoCAD SHX Text

AT&T

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BOX

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AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text 110+00

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AutoCAD SHX Text 135+00

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SCALE: 1"=40'

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COLUMBIA COUNTY, GEORGIA

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SAWDUST ROAD TO OLD LOUSIVILLE ROAD 12" WATER LINE

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NORTH FAIRVIEW DRIVE TO OLD UNION ROAD PLAN

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STA 108+00 TO STA 144+00

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%%% CLIFFORD MILES SR %%%

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942 APPLING HARLEM RD

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PID 031A048

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%%% ALVETTE LLC %%%

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949 APPLING HARLEM RD

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PID 031A002

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%%% ALVETTE LLC %%%

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921 APPLING HARLEM RD

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PID 031A001

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%%% CLARY FAMILY PARTNERSHIP LLLP %%%

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0 OLD UNION RD

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PID 030 - 040B

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%%% CLARY FAMILY PARTNERSHIP LLLP %%%

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0 OLD UNION RD

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PID 030 - 040B

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OLD

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UNION

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ROAD

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80' ROW

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(CR 245)

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(CR 245)

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80' ROW

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ROAD

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UNION

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OLD

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NORTH FAIRVIEW DRIVE 80' ROW (CR 5)

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(CR 245)

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80' ROW

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ROAD

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UNION

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OLD

AutoCAD SHX Text 18" R.C.P

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DIRT

AutoCAD SHX Text 18" R.C.P

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18" CPP

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DIRT

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1 - HYDRANT ASSEMBLY 2 - 12" GATE VALVES

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12" DIP WATER LINE

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12" DIP WATER LINE

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12" DIP WATER LINE

AutoCAD SHX Text 12" - 90° BEND (RJ) WITH 2 CUBIC YARDS(MIN) BLOCK WEST SIDE ONLY BLOCK WEST SIDE ONLY

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1 - HYDRANT ASSEMBLY

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1 - 12" GATE VALVE (RJ)

AutoCAD SHX Text CONNECTION TO EXISTING 12 X 10" TEE (RJ) 10" RESTRAINED JOINT PIPE 10" X 10" TAPPING SLEEVE AND VALVE

AutoCAD SHX Text REMOVE HYDRANT, CUT PIPE AND INSTALL PLUG IN EXISTING 6" VALVE (RESTRAIN VALVE AS NECESSARY AND BURY)

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144 LF OF 12" DIP RESTRAINED

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JOINT PIPE (45%%D TO 90%%D)

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12" - 45%%D BEND (RJ)

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100 LF OF 12" RESTRAINED

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JOINT DIP WATER LINE

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REQUIRED PERMANENT EASEMENT

AutoCAD SHX Text 86 L.F OF 12" DIP RESTRAINED PIPE BEHIND BEND 12" - 45° BEND (RJ)12" GATE VALVE (RJ) 12"-90° BEND (RJ)

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EXISTING 6" WATER LINE TO REMAIN

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EXISTING 6" WATER LINE TO REMAIN

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EXISTING 6" WATER LINE TO REMAIN

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EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE

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EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE

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EDGE OF PAVEMENT EQUALS BASE LINE FOR WATER LINE

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APPLING-HARLEM ROAD

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GDOT HWY 47 / US HWY 221

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RIGHT OF WAY VARIES

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(100' WIDE THIS LOCATION)

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30' X 35' TEMPORARY CONSTRUCTION EASEMENT

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APPROXIMATE EXISTING PROPERTY LINE (TYP.)

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1 - HYDRANT ASSEMBLY 2 - 12" GATE VALVES

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23'%%p

AutoCAD SHX Text 7'

AutoCAD SHX Text 22%%P'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

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30' X 35' TEMPORARY CONSTRUCTION EASEMENT

AutoCAD SHX Text 115+00

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100 LF BORE AND JACKING CROSSING

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24" DIA CASING PIPE, 12" RESTRAINED JOINT

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CARRIER PIPE

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80 L.F OF 12" DIP RESTRAINED PIPE BEHIND BEND 12"-90° BEND (RJ)

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40 LF BORE AND JACKING CROSSING

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24" DIA CASING PIPE, 12" RESTRAINED JOINT

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CARRIER PIPE

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AutoCAD SHX Text 125+00

AutoCAD SHX Text 130+00

AutoCAD SHX Text 140+00

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ROBERT MOORE

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ROAD 60' ROW

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DEFLECT AS REQ'D.

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

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18" RCP

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DIRT

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DIRT

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DIRT

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18" RCP

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APPROXIMATE LOCATION

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EXISTING 6" PVC FORCE MAIN

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SIMPSON CHARLES E. & SIMPSON TH %%%

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N FAIRVIEW DR

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PID 031 067E

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%%% ESTATE OF SIMPSON MARGARET A &

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%%% DANIEL MOORE CHANDLER %%%

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985 APPLING HARLEM RD

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PID 031 031

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SAMPLE TAP

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INLET PROTECTION

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SAMPLE TAP

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SAMPLE TAP

AutoCAD SHX Text

INLET PROTECTION

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PROFESSIONAL

AutoCAD SHX Text No. 29804

AutoCAD SHX Text

UPON COMPLETION OF 12" WATER LINE

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RECONNECT EXISTING SERVICES TO NEWLY

AutoCAD SHX Text

INSTALLED PIPE. LONG SIDE AND SHORT

AutoCAD SHX Text

SIDE SERVICES ON SAWDUST ROAD.

AutoCAD SHX Text 1.

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NOTE:

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REMOVE EXISTING HYDRANT ASSEMBLY; CUT LEAD

AutoCAD SHX Text

PIPE, REMOVE 6" VALVE AND HYDRANT.

AutoCAD SHX Text

INSTALL CAP ON 6" LINE, BACKFILL AND COMPACT.

AutoCAD SHX Text 2.

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EXISTING VALVES WITHIN PAVEMENT OF SAWDUST ROAD

AutoCAD SHX Text

SHALL HAVE TOP SECTION REMOVED AND FILLED WITH

AutoCAD SHX Text

GDOT 5000 MIX DYED CONCRETE TO MATCH PAVEMENT.

AutoCAD SHX Text 3.

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NO FILL MATERIAL SHALL BE ADDED WITHIN THE FLOOD

AutoCAD SHX Text

PLAIN. FINAL GRADES SHALL BE RESTORED TO

AutoCAD SHX Text

PRE-CONSTRUCTION GRADES FOR ALL WORK WITHIN THE

AutoCAD SHX Text 4.

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FLOOD PLAIN LIMITS.

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STATE WATERS ARE PRESENT ALONG THE ROUTE OF THE

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PROJECT BUT SHALL NOT BE IMPACTED.

W W W W W W W W W W W W W W W W W W W W W W W W W W W

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SF SF SF SF

ATC

LIN

E STA 144+00

MATCH LINE STA 156+00

ATC

LIN

E STA 168+00

Job: 21-CCWU-04

Sheet 5 of 13

Issue: ###

Scale: 1" = 40'

D A

O N

1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

Ds3 Ds2

Cd-Hb

Ds3 Ds2

Cd-Hb

Sd1-NS

GSWCC # 0000010880

EXP 11/16/2028

12/08/25

DECEMBER 2025

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AutoCAD SHX Text Y

AutoCAD SHX Text H

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AutoCAD SHX Text D

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SCALE: 1"=40'

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COLUMBIA COUNTY, GEORGIA

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OLD UNION ROAD PLAN

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STA 144+00 TO STA 168+00

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%%% CLARY FAMILY PARTNERSHIP LLLP %%%

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6271 OLD UNION RD

AutoCAD SHX Text

PID 030 - 040A

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%%% CLARY FAMILY PARTNERSHIP LLLP %%%

AutoCAD SHX Text

0 OLD UNION RD

AutoCAD SHX Text

PID 030 - 040B

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%%% CLARY FAMILY PARTNERSHIP LLLP %%%

AutoCAD SHX Text

6271 OLD UNION RD

AutoCAD SHX Text

PID 030 - 040A

AutoCAD SHX Text

%%% CLARY FAMILY PARTNERSHIP LLLP %%%

AutoCAD SHX Text

6271 OLD UNION RD

AutoCAD SHX Text

PID 030 - 040A

AutoCAD SHX Text

%%% CLARY FAMILY PARTNERSHIP LLLP %%%

AutoCAD SHX Text

0 OLD UNION RD

AutoCAD SHX Text

PID 030 - 040B

AutoCAD SHX Text

OLD

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UNION

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ROAD

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80' ROW

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(CR 245)

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OLD

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UNION

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ROAD

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80' ROW

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(CR 245)

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12" DIP WATER LINE

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12" DIP WATER LINE

AutoCAD SHX Text

EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE (TYP)

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EDGE OF PAVEMENT EQUALS WATER LINE BASE LINE (TYP)

AutoCAD SHX Text

GRAV

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DIRT

AutoCAD SHX Text 18" R.C.P

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

APPROXIMATE PROPERTY LINE (TYP)

AutoCAD SHX Text

6" WATER LINE TO REMAIN

AutoCAD SHX Text

6" WATER LINE TO REMAIN

AutoCAD SHX Text 150+00

AutoCAD SHX Text 22%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 7'

AutoCAD SHX Text 23%%P'

AutoCAD SHX Text 160+00

AutoCAD SHX Text 155+00

AutoCAD SHX Text 145+00

AutoCAD SHX Text 165+00

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

SAMPLE TAP

AutoCAD SHX Text

SAMPLE TAP

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text No. 29804

AutoCAD SHX Text

UPON COMPLETION OF 12" WATER LINE

AutoCAD SHX Text

RECONNECT EXISTING SERVICES TO NEWLY

AutoCAD SHX Text

INSTALLED PIPE. LONG SIDE AND SHORT

AutoCAD SHX Text

SIDE SERVICES ON SAWDUST ROAD.

AutoCAD SHX Text 1.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

REMOVE EXISTING HYDRANT ASSEMBLY; CUT LEAD

AutoCAD SHX Text

PIPE, REMOVE 6" VALVE AND HYDRANT.

AutoCAD SHX Text

INSTALL CAP ON 6" LINE, BACKFILL AND COMPACT.

AutoCAD SHX Text 2.

AutoCAD SHX Text

EXISTING VALVES WITHIN PAVEMENT OF SAWDUST ROAD

AutoCAD SHX Text

SHALL HAVE TOP SECTION REMOVED AND FILLED WITH

AutoCAD SHX Text

GDOT 5000 MIX DYED CONCRETE TO MATCH PAVEMENT.

AutoCAD SHX Text 3.

AutoCAD SHX Text

NO FILL MATERIAL SHALL BE ADDED WITHIN THE FLOOD

AutoCAD SHX Text

PLAIN. FINAL GRADES SHALL BE RESTORED TO

AutoCAD SHX Text

PRE-CONSTRUCTION GRADES FOR ALL WORK WITHIN THE

AutoCAD SHX Text 4.

AutoCAD SHX Text

FLOOD PLAIN LIMITS.

AutoCAD SHX Text

STATE WATERS ARE PRESENT ALONG THE ROUTE OF THE

AutoCAD SHX Text

PROJECT BUT SHALL NOT BE IMPACTED.

AutoCAD SHX Text 5.

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

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W W

SF SF SF

SF SF

SF SF SF

W W

X W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

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W W W W W W W

W W

W W W W W W W W

W W

W W W W W W W W W W W W W W

W W

W W W W W W W

W W

ATC

LIN

E STA 168+00

ATC

LIN

E STA 180+00

ATC

LIN

E STA 180+00

ATCH LINE STA 192+00

ATC

LIN

E STA 192+00

ATCH LINE STA 204+00

DECEMBER 2025

Job: 21-CCWU-04

Sheet 6 of 13

Issue: ###

Scale: 1" = 40'

D A

O N

1557 Broad Street Augusta, GA 30904

(706) 691-8611 www.ismllc-engr.com

Infrastructure Systems Management, LLC

SPECIALIZED CONSULTING SERVICES

Cd-Hb

Ds3 Ds2

Sd1-NS

Ds3 Ds2

Cd-Hb

Sd1-NS

Sd1-NS Ds3 Ds2

Sd1-NS

Cd-Hb

GSWCC # 0000010880

EXP 11/16/2028

12/08/25

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text x

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SCALE: 1"=40'

AutoCAD SHX Text

COLUMBIA COUNTY, GEORGIA

AutoCAD SHX Text

OLD UNION ROAD PLAN

AutoCAD SHX Text

STA 168+00 TO STA 204+00

AutoCAD SHX Text

%%% PARTHENIA FREEMAN TOLBERT %%%

AutoCAD SHX Text

6239 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024H

AutoCAD SHX Text

%%% EBRON-FRAILS LLC %%%

AutoCAD SHX Text

0 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024

AutoCAD SHX Text

%%% JACQUELYN JEFFERSON %%%

AutoCAD SHX Text

6227 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024C

AutoCAD SHX Text

%%% SHANTA MARIE DENT %%%

AutoCAD SHX Text

6215 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024I

AutoCAD SHX Text

%%% TEODORA MENDEZ %%%

AutoCAD SHX Text

6211 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024B

AutoCAD SHX Text

%%% FLOYD DUNN JR %%%

AutoCAD SHX Text

6207 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024G

AutoCAD SHX Text

%%% BRODRICK HALLS %%%

AutoCAD SHX Text

0 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024E

AutoCAD SHX Text

%%% SANDRA DOLORES DUNN %%%

AutoCAD SHX Text

6199 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024F

AutoCAD SHX Text

%%% CARA E NYHOLM %%%

AutoCAD SHX Text

6195 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024D

AutoCAD SHX Text

%%% GLENDA M HOWELL %%%

AutoCAD SHX Text

6191 OLD UNION RD

AutoCAD SHX Text

PID 041 - 196

AutoCAD SHX Text

%%% MATT BATESON %%%

AutoCAD SHX Text

6187 OLD UNION RD

AutoCAD SHX Text

PID 041 - 139

AutoCAD SHX Text

%%% JOHN HENRY JR & BARBARA ANN BEARD %%%

AutoCAD SHX Text

6183 OLD UNION RD

AutoCAD SHX Text

PID 041 - 138

AutoCAD SHX Text

%%% ALICE MAY JONES HAMPTON %%%

AutoCAD SHX Text

1074 NEWMAN RD

AutoCAD SHX Text

PID 041 - 137

AutoCAD SHX Text

%%% BLAKE W & ARIEL T BAILEY %%%

AutoCAD SHX Text

6242 OLD UNION RD

AutoCAD SHX Text

PID 031 - 025

AutoCAD SHX Text

%%% LISA ANN STEINMEYER %%%

AutoCAD SHX Text

0 NEWMAN RD

AutoCAD SHX Text

PID 041 - 134

AutoCAD SHX Text

%%% DWANE L GREEN %%%

AutoCAD SHX Text

6238 OLD UNION RD

AutoCAD SHX Text

PID 031 - 024A

AutoCAD SHX Text

%%% MICHAEL LEE WELCH %%%

AutoCAD SHX Text

6222 OLD UNION RD

AutoCAD SHX Text

PID 031 - 019

AutoCAD SHX Text

%%% THOMAS FRAILS JR %%%

AutoCAD SHX Text

1074 TOLBERT DR

AutoCAD SHX Text

PID 031 - 023

AutoCAD SHX Text

%%% THOMAS & CARRIE FRAILS ESTATE %%%

AutoCAD SHX Text

1077 TOLBERT DR

AutoCAD SHX Text

PID 031 - 014

AutoCAD SHX Text

%%% JAMES F & ETAL RAMSEY / LOUISE ROLLING %%%

AutoCAD SHX Text

6202 OLD UNION RD

AutoCAD SHX Text

PID 031 - 013

AutoCAD SHX Text

%%% MARVIN W SAMUELS III %%%

AutoCAD SHX Text

1065 COLLINS RD

AutoCAD SHX Text

PID 031 - 003

AutoCAD SHX Text

%%% NETTLES INVESTMENT %%%

AutoCAD SHX Text

6192 OLD UNION RD

AutoCAD SHX Text

PID 031 - 002

AutoCAD SHX Text

%%% RANDALL IRA & JENNIFER NICOLE CHEEK %%%

AutoCAD SHX Text

6186 OLD UNION RD

AutoCAD SHX Text

PID 031 - 001A

AutoCAD SHX Text

%%% SYLVESTER A & JESSICA A BONNER %%%

AutoCAD SHX Text

6184 OLD UNION RD

AutoCAD SHX Text

PID 042A028A

AutoCAD SHX Text

%%% TONYA HITT & TIMMY ETAL HATCHER %%%

AutoCAD SHX Text

6182 OLD UNION RD

AutoCAD SHX Text

PID 042A026A

AutoCAD SHX Text

%%% SHANN P HEDDLESON %%%

AutoCAD SHX Text

6176 OLD UNION RD

AutoCAD SHX Text

PID 042A025

AutoCAD SHX Text

%%% JAMON L RITCHIE %%%

AutoCAD SHX Text

1004 MACKS RD

AutoCAD SHX Text

PID 042A024A

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%%% JOHN P LEON %%%

AutoCAD SHX Text

6155 OLD UNION RD

AutoCAD SHX Text

PID 041 - 131

AutoCAD SHX Text

%%% JAMES LOUIS JOHNSON JR %%%

AutoCAD SHX Text

6141 OLD UNION RD

AutoCAD SHX Text

PID 041 - 107

AutoCAD SHX Text

ALEX T & RACHEL J DICKSON %%%

AutoCAD SHX Text

6160 OLD UNION RD

AutoCAD SHX Text

PID 042A004

AutoCA…

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