Fire Station Design_Build Addendum 2.pdf

PDF 3 MB Posted Jan 30, 2026

Attached to: MCFR Design-Build Fire Station RFQ
Solicitation number: PE-77426-NONST-2026-000000026
Issued by: Mitchell County, Georgia

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Written by GovTribe AI · May 1, 2026

This is an addendum to a fire station design-build request for proposal issued by the Morgan County Board of Commissioners in Madison, Georgia, with implementation in the towns of Buckhead and Rutledge. The addendum, released on February 23, 2026, provides responses to clarification questions submitted by prospective bidders regarding two fire station construction projects. For the Buckhead Fire Station (Station 4), the existing station will remain in service and co-housed with Buckhead City Hall post-construction; the new station will be positioned between the existing building and tennis courts, with the footprint able to encroach on the existing station's footprint. The stage, barbeque pit, and pavilion will be demolished by the owner prior to construction. For the Rutledge Fire Station (Station 9), the existing station will continue operating during construction and will be transferred to the City of Rutledge after completion. Bidders are open to various structural types including block, pre-engineered metal buildings, and other options. Property surveys for both sites have been provided, with no disturbed areas identified and no special flood hazard zones designated. The septic design for the Buckhead Fire Station was not yet available at the time of the addendum.

The county does not require detailed fee breakdowns but seeks general fee percentages and cost-control approaches from proposing contractors. Architectural fees and reimbursables need not be separated in proposals. Both sites are located on tax parcels in Morgan County, Georgia, with acreage of approximately 1.769 acres and 0.592 acres for the Buckhead site (divided into three tracts) and 0.914 acres for the Rutledge site. The Buckhead property is situated in a flood zone "X" per FEMA mapping, while the Rutledge property is similarly classified. The surveys were completed by Acre Group, Inc., a Georgia land surveying firm, with field work conducted in October and September 2025 respectively. No information regarding pricing, funding sources, award timeline, or contract term is provided in this addendum document.

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File	Type	Posted
Addendum 1.pdf	PDF	Jan 30, 2026
MCFR Design_Build Fire Station Project RFQ.pdf	PDF	Jan 30, 2026

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150 East Washington Street Office (706)342-0725 Madison, Georgia 30650 Fax (706)343-6450

Morgan County Board of Commissioners P. O. Box 168

Madison, Georgia 30650

FIRE STATION DESIGN- BUILD

ADDENDUM # 2

02/23/2026

Responses to questions that have been submitted.

1. Will the existing station 4 building be demolished and removed prior to starting construction? If no, will we need to account for demo and removal of the existing station 4 building after construction of the new station 4 building?

No. The existing station is co-housed with Buckhead City Hall. The building will remain after construction of the new station.

2. Is the new fire station location to fit between the existing fire station and the tennis court or will the tennis court be demolished and removed prior to construction?

The new station will fit between the existing building and the tennis courts.

3. Will the footprint of the new fire station be able to encroach the footprint of the existing fire station?

Yes

4. Will the existing stage, barbeque pit, and the pavilion be completely demoed and removed by owner prior to starting construction?

Yes

5. Is the existing fire station 9 building to remain in service during construction?

6. Will the existing station 9 building be demolished and removed prior to starting construction? If no, will we need to account for demo and removal of the existing station 4 building after construction of the new station 9 building?

No. The existing station will be used by the City of Rutledge after construction of the new station.

7. Is the county looking for a GC/Fee breakdown along with the proposal? If so, is there a form of some sort so you’re receiving apples-to-apples from proposing contractors?

We are not asking for detailed breakdown of fees. For this RFQ we are just looking for general fee percentage and cost-control approach.

8. Should Architectural fees and reimbursables be broken out separately?

We do not need those fees broken out separately.

9. Is the County open on structure type, i.e. block, pre-engineered metal building, etc.?

10. Are there any disturbed areas on the sites?

11. Can you send a copy of the survey for each site?

See attached

12. Can you share the septic design for the Buckhead Fire Station?

The design is not yet available.

50' RIGHT OF W

BUCKHEAD ROAD

34' RIGHT OF W

CHIVERS AVENUE

WAYNE ATKINSON

BRUCE & JUDY S CEPURAN

TRACT 1

RIGHT OF WAY EASEMENT

BELLSOUTH COMMUNICATIONS

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NO PORTION OF THE SUBJECT PROPERTY LIES IN A DESIGNATED SPECIAL

FLOOD HAZARD AREA PER TOWN OF BUCKHEAD FEMA FLOOD MAP NUMBER

13211C0230B, DATED 01-26-2023. THE PROPERTY LIES IN A FLOOD ZONE "X".

FLOOD NOTE

CURRENT OWNER OF TAX PARCEL 052A 107

REFERENCE DEED: D.B. 111, PG. 774

SUBJECT PROPERTY REFERENCES

PARENT TAX PARCELS: 052A 107 & 052A 107 1

TOWN OF BUCKHEAD, MORGAN COUNTY, GEORGIA

DIVISION SURVEY

LOCATED IN LAND LOT 326 OF THE 4TH LAND DISTRICT, 279TH G.M.D.

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WELL

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MAP CLOSURE 1:90,786

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A PORTION OF TAX ID: 052A 107

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A PORTION OF TAX ID: 052A 107

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TAX PARCEL LINE

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AutoCAD SHX Text AS REQUIRED BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN REQUIRED BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN REQUIRED BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN BY SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN SUBSECTION (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN (d) OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN OF O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN O.C.G.A. SECTION 15-6-67, THIS PLAT HAS BEEN O.C.G.A. 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SECTION 15-6-67.

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TYPE OF SURVEY:

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DIVISION SURVEY OF PARENT PARCEL 052A 107 & 052A 107 1

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REFERENCE BEARING:

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GA. NAD 83

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GEORGIA WEST ZONE

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1 INCH= FT.

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TOWN OF BUCKHEAD PO BOX 38 BUCKHEAD, GA 30625

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SYMBOL LEGEND

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POWER POLE

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OVERHEAD POWER

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SEWER MANHOLE

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CLEAN-OUT

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FENCE LINE

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TELEPHONE PEDESTAL

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IRON PIN FOUND/SET

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CALCULATED POINT

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GAS MARKER

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FIRE HYDRANT

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LIGHT POLE

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WATER VALVE

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TEXT LEGEND

AutoCAD SHX Text C/L = CENTERLINE = CENTERLINE CENTERLINE C&G = CURB & GUTTER = CURB & GUTTER CURB & GUTTER DB = DEED BOOK = DEED BOOK DEED BOOK RCP = REINFORCED CONCRETE PIPE = REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CORRUGATED METAL PIPE E.P. = EDGE OF PAVEMENT = EDGE OF PAVEMENT EDGE OF PAVEMENT FFE = FINISHED FLOOR ELEVATION = FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION IE = INVERT ELEVATION = INVERT ELEVATION INVERT ELEVATION RBF = REBAR PIN FOUND = REBAR PIN FOUND REBAR PIN FOUND IPS = IRON PIN SET = IRON PIN SET IRON PIN SET CMF = CONCRETE MONUMENT FOUND = CONCRETE MONUMENT FOUND CONCRETE MONUMENT FOUND LL = LAND LOT = LAND LOT LAND LOT N/F = NOW OR FORMERLY = NOW OR FORMERLY NOW OR FORMERLY PL = PROPERTY LINE = PROPERTY LINE PROPERTY LINE PB = PLAT BOOK = PLAT BOOK PLAT BOOK POB = POINT OF BEGINNING = POINT OF BEGINNING POINT OF BEGINNING POC = POINT OF COMMENCEMENT = POINT OF COMMENCEMENT POINT OF COMMENCEMENT R/W = RIGHT OF WAY = RIGHT OF WAY RIGHT OF WAY DI = DROP INLET = DROP INLET DROP INLET WM = WATER METER = WATER METER WATER METER WV = WATER VALVE = WATER VALVE WATER VALVE FES = FLARED END STRUCTURE = FLARED END STRUCTURE FLARED END STRUCTURE SSMH = SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE UTP = TELEPHONE PEDESTAL = TELEPHONE PEDESTAL TELEPHONE PEDESTAL MH = MANHOLE = MANHOLE MANHOLEMANHOLE

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SITE

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RAILROAD

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BALDWIN DAIRY RD

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SEVEN ISLANDS RD

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BUCKHEAD RD

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APALACHEE RIVER RD

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SUGAR CREEK CHURCH RD

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RAILROAD

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DRAWN BY: A. HEMINGWAY

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JOB NUMBER: 25-974

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DATE: 12/10/2025

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LAND LOT: 326

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DATE OF FIELD WORK: 10/22/2025

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CITY: BUCKHEAD

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SCALE: 1"=50'

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COUNTY: MORGAN

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DISTRICT: 4TH

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279TH G.M.D.

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1. THE EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS THE EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS THE EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS USED TO COLLECT THE FIELD DATA FOR WHICH THIS USED TO COLLECT THE FIELD DATA FOR WHICH THIS TO COLLECT THE FIELD DATA FOR WHICH THIS TO COLLECT THE FIELD DATA FOR WHICH THIS COLLECT THE FIELD DATA FOR WHICH THIS COLLECT THE FIELD DATA FOR WHICH THIS THE FIELD DATA FOR WHICH THIS THE FIELD DATA FOR WHICH THIS FIELD DATA FOR WHICH THIS FIELD DATA FOR WHICH THIS DATA FOR WHICH THIS DATA FOR WHICH THIS FOR WHICH THIS FOR WHICH THIS WHICH THIS WHICH THIS THIS THIS SURVEY IS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS IS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS IS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS WAS A CARLSON BRX7 MULTI-FREQUENCY GPS WAS A CARLSON BRX7 MULTI-FREQUENCY GPS A CARLSON BRX7 MULTI-FREQUENCY GPS A CARLSON BRX7 MULTI-FREQUENCY GPS CARLSON BRX7 MULTI-FREQUENCY GPS CARLSON BRX7 MULTI-FREQUENCY GPS BRX7 MULTI-FREQUENCY GPS BRX7 MULTI-FREQUENCY GPS MULTI-FREQUENCY GPS MULTI-FREQUENCY GPS GPS GPS BASE AND ROVER SYSTEM UTILIZING A CARLSON DATA COLLECTOR AND ROVER SYSTEM UTILIZING A CARLSON DATA COLLECTOR AND ROVER SYSTEM UTILIZING A CARLSON DATA COLLECTOR ROVER SYSTEM UTILIZING A CARLSON DATA COLLECTOR ROVER SYSTEM UTILIZING A CARLSON DATA COLLECTOR SYSTEM UTILIZING A CARLSON DATA COLLECTOR SYSTEM UTILIZING A CARLSON DATA COLLECTOR UTILIZING A CARLSON DATA COLLECTOR UTILIZING A CARLSON DATA COLLECTOR A CARLSON DATA COLLECTOR A CARLSON DATA COLLECTOR CARLSON DATA COLLECTOR CARLSON DATA COLLECTOR DATA COLLECTOR DATA COLLECTOR COLLECTOR COLLECTOR AND SurvCE SOFTWARE. THE RELATIVE POSITIONAL ACCURACY OF ALL SurvCE SOFTWARE. THE RELATIVE POSITIONAL ACCURACY OF ALL SurvCE SOFTWARE. THE RELATIVE POSITIONAL ACCURACY OF ALL SOFTWARE. THE RELATIVE POSITIONAL ACCURACY OF ALL SOFTWARE. THE RELATIVE POSITIONAL ACCURACY OF ALL THE RELATIVE POSITIONAL ACCURACY OF ALL THE RELATIVE POSITIONAL ACCURACY OF ALL RELATIVE POSITIONAL ACCURACY OF ALL RELATIVE POSITIONAL ACCURACY OF ALL POSITIONAL ACCURACY OF ALL POSITIONAL ACCURACY OF ALL ACCURACY OF ALL ACCURACY OF ALL OF ALL OF ALL ALL ALL FIELD LOCATED SURVEY POINTS USED IN THE PREPARATION OF THIS LOCATED SURVEY POINTS USED IN THE PREPARATION OF THIS LOCATED SURVEY POINTS USED IN THE PREPARATION OF THIS SURVEY POINTS USED IN THE PREPARATION OF THIS SURVEY POINTS USED IN THE PREPARATION OF THIS POINTS USED IN THE PREPARATION OF THIS POINTS USED IN THE PREPARATION OF THIS USED IN THE PREPARATION OF THIS USED IN THE PREPARATION OF THIS IN THE PREPARATION OF THIS IN THE PREPARATION OF THIS THE PREPARATION OF THIS THE PREPARATION OF THIS PREPARATION OF THIS PREPARATION OF THIS OF THIS OF THIS THIS THIS PLAT IS 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% IS 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% IS 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% HORIZONTAL AND 0.07' VERTICAL AT THE 95% HORIZONTAL AND 0.07' VERTICAL AT THE 95% AND 0.07' VERTICAL AT THE 95% AND 0.07' VERTICAL AT THE 95% 0.07' VERTICAL AT THE 95% 0.07' VERTICAL AT THE 95% VERTICAL AT THE 95% VERTICAL AT THE 95% AT THE 95% AT THE 95% THE 95% THE 95% 95% 95% CONFIDENCE LEVEL. 2. HORIZONTAL AND VERTICAL DATUM FOR THE INITIAL CONTROL HORIZONTAL AND VERTICAL DATUM FOR THE INITIAL CONTROL HORIZONTAL AND VERTICAL DATUM FOR THE INITIAL CONTROL AND VERTICAL DATUM FOR THE INITIAL CONTROL AND VERTICAL DATUM FOR THE INITIAL CONTROL VERTICAL DATUM FOR THE INITIAL CONTROL VERTICAL DATUM FOR THE INITIAL CONTROL DATUM FOR THE INITIAL CONTROL DATUM FOR THE INITIAL CONTROL FOR THE INITIAL CONTROL FOR THE INITIAL CONTROL THE INITIAL CONTROL THE INITIAL CONTROL INITIAL CONTROL INITIAL CONTROL CONTROL CONTROL POINTS WERE OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK WERE OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK WERE OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK BY THE USE OF GPS. A CARLSON BRX7 RTK BY THE USE OF GPS. A CARLSON BRX7 RTK THE USE OF GPS. A CARLSON BRX7 RTK THE USE OF GPS. A CARLSON BRX7 RTK USE OF GPS. A CARLSON BRX7 RTK USE OF GPS. A CARLSON BRX7 RTK OF GPS. A CARLSON BRX7 RTK OF GPS. A CARLSON BRX7 RTK GPS. A CARLSON BRX7 RTK GPS. A CARLSON BRX7 RTK A CARLSON BRX7 RTK A CARLSON BRX7 RTK CARLSON BRX7 RTK CARLSON BRX7 RTK BRX7 RTK BRX7 RTK RTK RTK ROVER WAS USED TO COLLECT NETWORK ADJUSTED COORDINATES WAS USED TO COLLECT NETWORK ADJUSTED COORDINATES WAS USED TO COLLECT NETWORK ADJUSTED COORDINATES USED TO COLLECT NETWORK ADJUSTED COORDINATES USED TO COLLECT NETWORK ADJUSTED COORDINATES TO COLLECT NETWORK ADJUSTED COORDINATES TO COLLECT NETWORK ADJUSTED COORDINATES COLLECT NETWORK ADJUSTED COORDINATES COLLECT NETWORK ADJUSTED COORDINATES NETWORK ADJUSTED COORDINATES NETWORK ADJUSTED COORDINATES ADJUSTED COORDINATES ADJUSTED COORDINATES COORDINATES COORDINATES REPORTED BY A REAL TIME NETWORK OPERATED BY EGPS BY A REAL TIME NETWORK OPERATED BY EGPS BY A REAL TIME NETWORK OPERATED BY EGPS A REAL TIME NETWORK OPERATED BY EGPS A REAL TIME NETWORK OPERATED BY EGPS REAL TIME NETWORK OPERATED BY EGPS REAL TIME NETWORK OPERATED BY EGPS TIME NETWORK OPERATED BY EGPS TIME NETWORK OPERATED BY EGPS NETWORK OPERATED BY EGPS NETWORK OPERATED BY EGPS OPERATED BY EGPS OPERATED BY EGPS BY EGPS BY EGPS EGPS EGPS SOLUTIONS, INC. 3. THE BEARING BASIS USED TO PREPARE THIS PLAT IS BASED UPON THE BEARING BASIS USED TO PREPARE THIS PLAT IS BASED UPON THE BEARING BASIS USED TO PREPARE THIS PLAT IS BASED UPON BEARING BASIS USED TO PREPARE THIS PLAT IS BASED UPON BEARING BASIS USED TO PREPARE THIS PLAT IS BASED UPON BASIS USED TO PREPARE THIS PLAT IS BASED UPON BASIS USED TO PREPARE THIS PLAT IS BASED UPON USED TO PREPARE THIS PLAT IS BASED UPON USED TO PREPARE THIS PLAT IS BASED UPON TO PREPARE THIS PLAT IS BASED UPON TO PREPARE THIS PLAT IS BASED UPON PREPARE THIS PLAT IS BASED UPON PREPARE THIS PLAT IS BASED UPON THIS PLAT IS BASED UPON THIS PLAT IS BASED UPON PLAT IS BASED UPON PLAT IS BASED UPON IS BASED UPON IS BASED UPON BASED UPON BASED UPON UPON UPON NAD-83, GEORGIA STATE PLANE, WEST ZONE COORDINATES. ALL GEORGIA STATE PLANE, WEST ZONE COORDINATES. ALL GEORGIA STATE PLANE, WEST ZONE COORDINATES. ALL STATE PLANE, WEST ZONE COORDINATES. ALL STATE PLANE, WEST ZONE COORDINATES. ALL PLANE, WEST ZONE COORDINATES. ALL PLANE, WEST ZONE COORDINATES. ALL WEST ZONE COORDINATES. ALL WEST ZONE COORDINATES. ALL ZONE COORDINATES. ALL ZONE COORDINATES. ALL COORDINATES. ALL COORDINATES. ALL ALL ALL DIRECTIONS AND DISTANCES SHOWN HEREON ARE A GROUND LEVEL AND DISTANCES SHOWN HEREON ARE A GROUND LEVEL AND DISTANCES SHOWN HEREON ARE A GROUND LEVEL DISTANCES SHOWN HEREON ARE A GROUND LEVEL DISTANCES SHOWN HEREON ARE A GROUND LEVEL SHOWN HEREON ARE A GROUND LEVEL SHOWN HEREON ARE A GROUND LEVEL HEREON ARE A GROUND LEVEL HEREON ARE A GROUND LEVEL ARE A GROUND LEVEL ARE A GROUND LEVEL A GROUND LEVEL A GROUND LEVEL GROUND LEVEL GROUND LEVEL LEVEL LEVEL PROJECTION OF THE SYSTEM APPLYING A COMBINED SCALE FACTOR. 4. UTILITY PIPES, LINES, AND APPARATUS'S SHOWN ARE FROM UTILITY PIPES, LINES, AND APPARATUS'S SHOWN ARE FROM UTILITY PIPES, LINES, AND APPARATUS'S SHOWN ARE FROM PIPES, LINES, AND APPARATUS'S SHOWN ARE FROM PIPES, LINES, AND APPARATUS'S SHOWN ARE FROM LINES, AND APPARATUS'S SHOWN ARE FROM LINES, AND APPARATUS'S SHOWN ARE FROM AND APPARATUS'S SHOWN ARE FROM AND APPARATUS'S SHOWN ARE FROM APPARATUS'S SHOWN ARE FROM APPARATUS'S SHOWN ARE FROM SHOWN ARE FROM SHOWN ARE FROM ARE FROM ARE FROM FROM FROM OBSERVED EVIDENCE ONLY BY WHAT WAS VISIBLE ABOVE GROUND OR EVIDENCE ONLY BY WHAT WAS VISIBLE ABOVE GROUND OR EVIDENCE ONLY BY WHAT WAS VISIBLE ABOVE GROUND OR ONLY BY WHAT WAS VISIBLE ABOVE GROUND OR ONLY BY WHAT WAS VISIBLE ABOVE GROUND OR BY WHAT WAS VISIBLE ABOVE GROUND OR BY WHAT WAS VISIBLE ABOVE GROUND OR WHAT WAS VISIBLE ABOVE GROUND OR WHAT WAS VISIBLE ABOVE GROUND OR WAS VISIBLE ABOVE GROUND OR WAS VISIBLE ABOVE GROUND OR VISIBLE ABOVE GROUND OR VISIBLE ABOVE GROUND OR ABOVE GROUND OR ABOVE GROUND OR GROUND OR GROUND OR OR OR MARKED ON THE GROUND BY OTHERS. ALL BELOW GROUND UTILITIES ON THE GROUND BY OTHERS. ALL BELOW GROUND UTILITIES ON THE GROUND BY OTHERS. ALL BELOW GROUND UTILITIES THE GROUND BY OTHERS. ALL BELOW GROUND UTILITIES THE GROUND BY OTHERS. ALL BELOW GROUND UTILITIES GROUND BY OTHERS. ALL BELOW GROUND UTILITIES GROUND BY OTHERS. ALL BELOW GROUND UTILITIES BY OTHERS. ALL BELOW GROUND UTILITIES BY OTHERS. ALL BELOW GROUND UTILITIES OTHERS. ALL BELOW GROUND UTILITIES OTHERS. ALL BELOW GROUND UTILITIES ALL BELOW GROUND UTILITIES ALL BELOW GROUND UTILITIES BELOW GROUND UTILITIES BELOW GROUND UTILITIES GROUND UTILITIES GROUND UTILITIES UTILITIES UTILITIES SHOWN ON THIS MAP SHOULD BE CONSIDERED APPROXIMATE ON THIS MAP SHOULD BE CONSIDERED APPROXIMATE ON THIS MAP SHOULD BE CONSIDERED APPROXIMATE THIS MAP SHOULD BE CONSIDERED APPROXIMATE THIS MAP SHOULD BE CONSIDERED APPROXIMATE MAP SHOULD BE CONSIDERED APPROXIMATE MAP SHOULD BE CONSIDERED APPROXIMATE SHOULD BE CONSIDERED APPROXIMATE SHOULD BE CONSIDERED APPROXIMATE BE CONSIDERED APPROXIMATE BE CONSIDERED APPROXIMATE CONSIDERED APPROXIMATE CONSIDERED APPROXIMATE APPROXIMATE APPROXIMATE LOCATIONS. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE WAS PREPARED WITHOUT THE BENEFIT OF A TITLE WAS PREPARED WITHOUT THE BENEFIT OF A TITLE PREPARED WITHOUT THE BENEFIT OF A TITLE PREPARED WITHOUT THE BENEFIT OF A TITLE WITHOUT THE BENEFIT OF A TITLE WITHOUT THE BENEFIT OF A TITLE THE BENEFIT OF A TITLE THE BENEFIT OF A TITLE BENEFIT OF A TITLE BENEFIT OF A TITLE OF A TITLE OF A TITLE A TITLE A TITLE TITLE TITLE ABSTRACT AND EASEMENTS MAY AFFECT THE SUBJECT PROPERTY AND EASEMENTS MAY AFFECT THE SUBJECT PROPERTY AND EASEMENTS MAY AFFECT THE SUBJECT PROPERTY EASEMENTS MAY AFFECT THE SUBJECT PROPERTY EASEMENTS MAY AFFECT THE SUBJECT PROPERTY MAY AFFECT THE SUBJECT PROPERTY MAY AFFECT THE SUBJECT PROPERTY AFFECT THE SUBJECT PROPERTY AFFECT THE SUBJECT PROPERTY THE SUBJECT PROPERTY THE SUBJECT PROPERTY SUBJECT PROPERTY SUBJECT PROPERTY PROPERTY PROPERTY THAT ARE NOT SHOWN HEREON.

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LINE

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BEARING

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DISTANCE

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AutoCAD SHX Text N39°09'50"E

AutoCAD SHX Text 85.23'

AutoCAD SHX Text L2

AutoCAD SHX Text N47°51'39"W

AutoCAD SHX Text 13.24'

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AutoCAD SHX Text N39°09'50"E

AutoCAD SHX Text 98.02'

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AutoCAD SHX Text S50°34'38"E

AutoCAD SHX Text 21.61'

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AutoCAD SHX Text N39°09'50"E

AutoCAD SHX Text 59.85'

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BUCKHEAD FIRE DEPARTMENT PO BOX 163 BUCKHEAD, GA 30625

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T O

F W

A Y

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WILLIAMS STREET

POC

CITY OF RUTLEDGE

JOHN H GRISCOM III

CITY OF RUTLEDGE

PROPOSED TRACT

0.914 ACRESPOB

JOHN H GRISCOM III

CITY OF RUTLEDGE

a c r e

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VICINITY MAP

NO PORTION OF THE SUBJECT PROPERTY LIES IN A DESIGNATED SPECIAL FLOOD

HAZARD AREA PER MORGAN COUNTY FEMA FLOOD MAP NUMBER 13211C0090B,

DATED 1-26-2023. THE PROPERTY LIES IN A FLOOD ZONE "X".

FLOOD NOTE

OWNER OF RECORD PARENT PARCEL:

SURVEYOR CERTIFICATION

SURVEYOR'S NOTES

A DIVISION OF PARENT TAX PARCEL: R01 071

CITY OF RUTLEDGE, MORGAN COUNTY, GEORGIA

DIVISION SURVEY

LOCATED IN LAND LOT 55 OF THE 20TH LAND DISTRICT, WHITFIELD DISTRICT G.M. 283

SURVEY AUTHORIZATION:

D.B. 162, PG. 435 (A PORTION OF THE SUBJECT PROPERTY)

SOURCE OF TITLE FOR SUBJECT PROPERTY:

SUBJECT REFERENCE PLAT:

BOUNDARY CURVE CHART

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D.B. 73, PG. 43 (A PORTION OF THE SUBJECT PROPERTY)

P.B. 8, PG. 709

P.B. 2, PG. 301 AND 311

P.B. 44, PG. 111

CLIENT REVIEW DRAFT

SURVEYED LEGAL DESCRIPTION

ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING IN LAND LOT 55 OF THE 20TH LAND DISTRICT, MORGAN COUNTY, GEORGIA AND BEING MORE

PARTICULARLY DESCRIBED AS FOLLOWS.

COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF FAIRPLAY STREET (60' R/W) AND THE CENTERLINE OF WILLIAMS STREET; THENCE SOUTH 16°49'05" WEST A DISTANCE OF 142.75 FEET TO A SPIKE FOUND ON THE SOUTHERN RIGHT-OF-WAY OF FAIRPLAY STREET (60' R/W); SAID POINT BEING THE POINT OF

BEGINNING.

THENCE ALONG THE RIGHT-OF-WAY OF FAIRPLAY STREET (60' R/W) THE FOLLOWING TWO (2) COURSES AND DISTANCES, FOLLOWING A CURVE TO THE LEFT (ARC=152.81', RADIUS=4145.06'), WHICH SUBTENDS A CHORD OF NORTH 29°00'07" EAST A DISTANCE OF 152.80 FEET TO A POINT; THENCE CONTINUING ALONG A CURVE TO THE LEFT (ARC=8.46', RADIUS=26046.21'), WHICH SUBTENDS A CHORD OF NORTH 27°52'40" EAST A DISTANCE OF 8.46 FEET TO AN IRON PIN SET; THENCE LEAVING THE RIGHT-OF-WAY SOUTH 61°58'07" EAST A DISTANCE OF 238.01 FEET TO A ONE-HALF INCH REBAR FOUND; THENCE SOUTH 24°05'34" WEST A DISTANCE OF 164.89 FEET TO A ONE-HALF INCH REBAR FOUND; THENCE NORTH 61°26'17" WEST A DISTANCE OF 36.77 FEET TO A ONE INCH ROD; THENCE NORTH 61°11'33" WEST A DISTANCE OF 215.16 FEET TO A SPIKE FOUND, WHICH IS THE POINT OF BEGINNING.

SAID TRACT DESCRIBED ABOVE CONTAINS 0.914 ACRES.

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FIRE STATION

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STAGE

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BBQ SHELTER

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PICNIC SHELTER

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ASPHALT PAVED DRIVE

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ASPHALT PAVED DRIVE

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CONCRETE SIDEWALK

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NO R/W DEED FOUND

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ASPHALT PAVEMENT

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CHAINLINK FENCE

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CHAINLINK FENCE

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CHAINLINK FENCE

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CENTERLINE INTERSECTION

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SPIKE FOUND

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1"ROD

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1/2"RBF

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1/2"RBF

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1"ROD

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PB. 44, PG. 110 DIVIDES OUT THIS

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TAX ID: R01 072

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D.B. 674, PG. 1016

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TAX ID: R01 075 A

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P.B. 15, PG. 109

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CHAIN-LINK FENCE

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1/2"RBF

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WBDI

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A PORTION OF D.B. 73, PG. 43

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MAP CLOSURE 1:77,517

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PROPOSED TRACT CUT FROM PARENT PARCEL R01 071

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REMAINDER OF PARENT PARCEL

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IPS

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AutoCAD SHX Text 164.89'

AutoCAD SHX Text N61°11'33"W

AutoCAD SHX Text 215.16'

AutoCAD SHX Text S61°58'07"E

AutoCAD SHX Text 238.01'

AutoCAD SHX Text S31°32'11"W

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P.B. 44 PG. 111

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D.B. 674, PG. 1016

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TAX ID: R02 035

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P.B. 15, PG. 109

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CURVE

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RADIUS

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ARC LENGTH

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CHORD BEARING

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CHORD LENGTH

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AutoCAD SHX Text 4145.06'

AutoCAD SHX Text 152.81'

AutoCAD SHX Text N29°00'07"E

AutoCAD SHX Text 152.80'

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AutoCAD SHX Text 26046.21'

AutoCAD SHX Text 8.46'

AutoCAD SHX Text N27°52'40"E

AutoCAD SHX Text 8.46'

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AutoCAD SHX Text N61°26'17"W

AutoCAD SHX Text 36.77'

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AutoCAD SHX Text N30°47'40"E

AutoCAD SHX Text 5.84'

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COL

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COL

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CURB

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CURB

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CURB

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CURB

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PROPOSED PROPERTY LINE

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A PORTION OF D.B. 129, PG. 136

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A VESTING DEED WAS NOT FOUND FOR A PORTION

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OF THIS REMAINING PARCEL

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ADDITIONAL REFERENCES:

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TAX ID: R01 071

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A PORTION OF D.B. 73, PG. 43

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REMAINDER OF PARENT PARCEL

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P.B. 44 PG. 111

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A PORTION OF D.B. 129, PG. 136

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A VESTING DEED WAS NOT FOUND FOR A PORTION

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OF THIS REMAINING PARCEL

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ADDITIONAL REFERENCES:

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TAX ID: R01 071

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TAX PARCEL LINE FOR REFERENCE ONLY

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TAX PARCEL LINE FOR REFERENCE ONLY

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TAX PARCEL LINE FOR REFERENCE ONLY

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NOT FIELD SURVEYED

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NOT FIELD SURVEYED

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NOT FIELD SURVEYED

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TRACT (FIRE STATION) NO

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DEED DESCRIPTION FOUND

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GO S16°49'05"W FOR

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142.75' TO THE POB

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PROPERTY LINE PER PB 44, PG. 110

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DUGOUT

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CONCRETE SIDEWALK

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CONCRETE WALL

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CONCRETE SIDEWALK

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DUGOUT

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DRAWN BY: A. HEMINGWAY

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JOB NUMBER: 25-973

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DATE: 5/7/2024

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LAND LOT: 55

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DATE OF FIELD WORK: 9/12/2025

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CITY: RUTLEDGE

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SCALE: 1"=50'

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COUNTY: MORGAN

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DISTRICT: 20TH

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WHITFIELD (293RD) DISTRICT G.M.

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NO.

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DATE:

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REVISION:

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SURVEY INFORMATION:

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CLERK OF THE SUPERIOR COURT.

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THIS BLOCK RESERVED FOR THE

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1 INCH= FT.

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CITY OF RUTLEDGE P O BOX 277 RUTLEDGE, GA 30663

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AutoCAD SHX Text No. 3209

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AutoCAD SHX Text Joseph P. Brewer Ga. RLS #3209 9--2025

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TYPE OF SURVEY:

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DIVISION SURVEY TO CREATE A NEW PARCEL

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SYMBOL LEGEND

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POWER POLE

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OVERHEAD POWER

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SEWER MANHOLE

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CLEAN-OUT

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SEWER LINE

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FENCE LINE

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TELEPHONE PEDESTAL

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IRON PIN FOUND/SET

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CALCULATED POINT

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GAS MARKER

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FIRE HYDRANT

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LIGHT POLE

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WATER VALVE

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TEXT LEGEND

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1. THE EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS THE EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS EQUIPMENT USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS USED TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS TO COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS COLLECT THE FIELD DATA FOR WHICH THIS SURVEY IS THE FIELD DATA FOR WHICH THIS SURVEY IS THE FIELD DATA FOR WHICH THIS SURVEY IS FIELD DATA FOR WHICH THIS SURVEY IS FIELD DATA FOR WHICH THIS SURVEY IS DATA FOR WHICH THIS SURVEY IS DATA FOR WHICH THIS SURVEY IS FOR WHICH THIS SURVEY IS FOR WHICH THIS SURVEY IS WHICH THIS SURVEY IS WHICH THIS SURVEY IS THIS SURVEY IS THIS SURVEY IS SURVEY IS SURVEY IS IS IS BASED WAS A CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM WAS A CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM WAS A CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM A CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM A CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM CARLSON BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM BRX7 MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM MULTI-FREQUENCY GPS BASE AND ROVER SYSTEM GPS BASE AND ROVER SYSTEM GPS BASE AND ROVER SYSTEM BASE AND ROVER SYSTEM BASE AND ROVER SYSTEM AND ROVER SYSTEM AND ROVER SYSTEM ROVER SYSTEM ROVER SYSTEM SYSTEM SYSTEM UTILIZING A CARLSON DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA A CARLSON DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA A CARLSON DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA CARLSON DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA CARLSON DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA COLLECTOR AND SurvCE SOFTWARE. THE FIELD DATA AND SurvCE SOFTWARE. THE FIELD DATA AND SurvCE SOFTWARE. THE FIELD DATA SurvCE SOFTWARE. THE FIELD DATA SurvCE SOFTWARE. THE FIELD DATA SOFTWARE. THE FIELD DATA SOFTWARE. THE FIELD DATA THE FIELD DATA THE FIELD DATA FIELD DATA FIELD DATA DATA DATA UPON WHICH THIS SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' WHICH THIS SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' WHICH THIS SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' THIS SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' THIS SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' SURVEY IS BASED HAS POSITIONAL ACCURACY OF 0.04' IS BASED HAS POSITIONAL ACCURACY OF 0.04' IS BASED HAS POSITIONAL ACCURACY OF 0.04' BASED HAS POSITIONAL ACCURACY OF 0.04' BASED HAS POSITIONAL ACCURACY OF 0.04' HAS POSITIONAL ACCURACY OF 0.04' HAS POSITIONAL ACCURACY OF 0.04' POSITIONAL ACCURACY OF 0.04' POSITIONAL ACCURACY OF 0.04' ACCURACY OF 0.04' ACCURACY OF 0.04' OF 0.04' OF 0.04' 0.04' 0.04' HORIZONTAL AND 0.07' VERTICAL AT THE 95% CONFIDENCE LEVEL PER POINT. 2. HORIZONTAL AND VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE HORIZONTAL AND VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE AND VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE AND VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE VERTICAL DATUM FOR THE INITIAL CONTROL POINTS WERE DATUM FOR THE INITIAL CONTROL POINTS WERE DATUM FOR THE INITIAL CONTROL POINTS WERE FOR THE INITIAL CONTROL POINTS WERE FOR THE INITIAL CONTROL POINTS WERE THE INITIAL CONTROL POINTS WERE THE INITIAL CONTROL POINTS WERE INITIAL CONTROL POINTS WERE INITIAL CONTROL POINTS WERE CONTROL POINTS WERE CONTROL POINTS WERE POINTS WERE POINTS WERE WERE WERE OBTAINED BY THE USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO BY THE USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO BY THE USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO THE USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO THE USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO USE OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO OF GPS. A CARLSON BRX7 RTK ROVER WAS USED TO GPS. A CARLSON BRX7 RTK ROVER WAS USED TO GPS.

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File details come from the government source that posted it. Updated May 1, 2026.