GODBY ROAD PARK IMPROVEMENT_SURVEY_.pdf

PDF 3 MB Posted Nov 3, 2026

Attached to: TREE CLEARING PROJECT
Solicitation number: PE-66061-NONST-2027-000000100
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Nov 6, 2026

This document is a Boundary and Topographic Survey prepared by Atwell LLC for Metrocorp Development Enterprises, Inc., in collaboration with the City of College Park, Georgia, for the Godby Road Park Improvement project located at 2163 and 2177 Godby Road in College Park, Georgia. The survey, certified by Professional Land Surveyor Clyde R. Eldredge (Georgia PLS No. 2659), was completed on June 3, 2026, and documents the site plan for a proposed park improvement project encompassing approximately 32,429 square feet of open space across the surveyed properties. The survey identifies existing infrastructure, property boundaries, and utility locations, including water mains, storm sewer, sanitary sewer systems, and franchise utility structures visible during field inspection. The site plan indicates proposed improvements including a playground with outdoor equipment (two alternative configurations), a picnic pavilion, proposed walkways totaling approximately 1,488 linear feet, a detention pond, proposed walls, ramps, and stairways, with existing parking areas and landscape strips of 25 feet maintained around the perimeter adjacent to Godby Road.

The survey was conducted using precision equipment including a Trimble R12/S5 Robotic Total Station and GPS receiver, with horizontal measurements expressed in US Survey Feet based on Georgia State Plane Coordinates (NAD83, West Zone). The property benefits from dual public access via Godby Road (70-foot right-of-way) and Norman Boulevard (60-foot right-of-way). The site is not located in a special flood hazard area, falling within Zone "X" of the Flood Insurance Rate Map (FIRM). The surveyor notes that underground utility locations are shown approximately only and have not been independently verified; contractors are required to determine exact utility locations before commencing work and assume full responsibility for damages resulting from failure to locate and preserve utilities. The survey documents coordinate data establishing the point of beginning as an iron pin found (#5 rebar) at coordinates N: 1315570.097' E: 2207232.960'.

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P1;-1847.1;-1847.1;0P2;-1847.1;1082;0P3;-1845.5;1803;0P4;-2927.5;1803;0P5;-2929.1;0;0P6;-2386.5;2740;0P7;-1847.1;0;0P8;-2929.1;1082;0P9;0;0;0P10;0;1082;0P11;765.1;1082;0P12;1847.1;1082;0P13;1847.1;0;0P14;765.1;0;0P15;-1847.1;-2612.2;0P16;-2929.1;-1847.1;0P17;-2929.1;-2612.2;0P18;0;-2612.2;0P19;0;-1847.1;0P20;765.1;-1847.1;0P21;765.1;-2612.2;0

EXIST. BLDG.

25' LANDSCAPE STRIP

' L

PROPOSED WALL

PROPOSED

PLAYGROUND

PICNIC PAVILLION

PROPOSED WALKWAY

895 LIN. FT.

PROPOSED WALKWAY

566 LIN. FT.

PROPOSED WALKWAY

895 LIN. FT.

DETENTION

POND

PROPOSED

RAMP

PROPOSED

STAIRWAY

PROPOSED STAIRWAY

EXIST. SIDEWALK

GODBY ROAD

EXIST. PARKING

TOTAL AREA 32,429 SQ. FT.

OPEN

SPACE

ALT. NO. 1

PROPOSED OUTDOOR

EQUIPMENT

ALT. NO. 2

PROPOSED OUTDOOR

EQUIPMENT

PROPOSED WALKWAY

127 LIN. FT.

S, IN

26CP2163GR

Y O

F C

K W

G O

R O

K, G

03/02/2026

AS NOTED

C1.0

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PC 313010 BELT SEAT

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PC 131410 INCLUSIVE SWING SEAT

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A2 311010 FULL BUCKET SWING SEAT

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6 FT MINIMUM USE ZONE

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%%UBAR SCALE

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AutoCAD SHX Text (404)695-7902 www.metrocorpde.com

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8491 HOSPITAL DRIVE, STE. 101,

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DOUGLASVILLE, GEORGIA 30135

AutoCAD SHX Text THE DRAWING IS COPYRIGHTED. THE ORIGINAL DRAWING WAS PRODUCED AND IS ON RECORD IN THE OFFICES OF THIS FIRM. ANY UNAUTHORIZED USE, MODIFICATION, AND/OR REPRODUCTION OF THIS DRAWING,IN PART OR WHOLE, IS HEREBY PROHIBITED UNLESS AUTHORIZED IN WRITING BY METROCORP DEVELOPMENT ENTERPRISES, INC..

GODBY ROAD

D R

AREA

GODBY ROAD

Know what's below.

Call before you dig.

G R

O R

E O

R G

E S

N E

A D

3) (2

DATUMS

HORIZONTAL: GRID NORTH, NAD83, GEORGIA STATE PLANE, WEST ZONE

(NORTH AMERICAN DATUM OF 1983) (2011)

U.S. SURVEY FOOT, JACKSON COUNTY, GEORGIA

VERTICAL: NAVD88 (NORTH AMERICAN VERTICAL DATUM OF 1988)

GEOID: GEOID18 (CONUS)

SIGN

LEGEND

WATER METER

FIRE HYDRANT

WATER VALVE

UTILITY POLE

GUY ANCHOR

IRON PIN FOUND

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

(M) (C) (R)

MEASURED DISTANCE

CALCULATED DISTANCE

RECORD DISTANCE

SANITARY SEWER

WATER LINE

UNDERGROUND TELEPHONE

GAS LINE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND CABLE TV

PROPERTY LINE

ADJACENT PROPERTY LINE

CHAINLINK FENCE

GAS VALVE

IRON PIN SET

WATER MARKER/ MONUMENT

TV MARKER

WATER MANHOLE

WOODEN FENCE

EASEMENT LINEWARNING POST TELECOM

WARNING POST GAS

UTILITY HANDHOLE

CALCULATED POINT

STORM SEWER MANHOLE

CB CATCH BASIN

DI DRAINAGE INLET

JB JUNCTION BOX

FFE FINISHED FLOOR ELEVATION

RBF REBAR FOUND

IPS IRON PIN SET

R/W RIGHT-OF-WAY

EP EDGE OF PAVEMENT

BC BACK OF CURB

P.O.C. POINT OF COMMENCEMENT

P.O.B. POINT OF BEGINNING

A.K.A. ALSO KNOWN AS

ELEC ELECTRICAL

CMF

EX EXISTING

MH MANHOLE

SAN SANITARY

INV. INVERT

N/F NOW OR FORMERLY

CONCRETE MONUMENT

ABBREVIATIONS:

ASPHALT

EASEMENT

SURVEY NOTES

1. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PERSON, PERSONS, OR ENTITY NAMED

HEREON. THIS PLAT DOES NOT EXTEND TO ANY UNNAMED PERSON, PERSONS OR ENTITY WITHOUT EXPRESS WRITTEN CERTIFICATION BY THE SURVEYOR NAMING SAID PERSON, PERSONS, OR ENTITY.

2. NORTH ARROW AND BEARINGS ARE BASED ON GEORGIA STATE PLANES COORDINATES (NAD83), WEST ZONE, US FOOT. USING GLOBAL POSITIONAL SYSTEM (GPS) AND OBTAINED BY RTK

OBSERVATIONS ON MAY 20th, 2029 USING THE TRIMBLE VRS SYSTEM. ALL DISTANCES ARE

HORIZONTAL GROUND MEASUREMENTS EXPRESSED US SURVEY FEET.

3. THERE ARE NOT ANY BUILDINGS ON THE SUBJECT PROPERTY AS SHOWN HEREON.

4. ELEVATIONS SHOWN HEREON ARE PURSUANT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988.

THE SITE BENCHMARK IS AS SHOWN.

5. WATER MAIN, STORM SEWER, SANITARY SEWER AND FRANCHISE UTILITY STRUCTURES HAVE BEEN FIELD LOCATED WHERE VISIBLE. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED.

6. THERE HAVE NOT BEEN ANY PROPOSED CHANGES IN THE EXISTING STREET RIGHT OF WAY LINES

THAT WERE MADE AVAILABLE TO THE SURVEYOR BY THE CLIENT'S REQUEST AND ALSO THE

CONTROLLING JURISDICTION.

7. THERE WAS RECENT EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION AND

ADDITIONS ON THE SUBJECT PROPERTY THAT WAS OBSERVED IN THE PROCESS OF CONDUCTING

THE FIELDWORK.

8. THE PROPERTY HAS ACCESS VIA GODBY ROAD AND NORMAN BLVD WITH BOTH OF THEM ARE SHOWN

AS PUBLIC RIGHT-OF-WAYS.

9. EQUIPMENT USED FOR MEASUREMENT:

ANGULAR: TRIMBLE R12/S5 ROBOTIC TOTAL STATION

LINEAR: TRIMBLE R12/S5 ROBOTIC TOTAL STATION

GPS: TRIMBLE R12 GPS RECIEVER

10. STATE, COUNTY, & LOCAL BUFFERS AND SETBACKS MIGHT EXIST ON THE SUBJECT PROPERTY THAT

ARE NOT SHOWN HEREON.

FLOOD NOTE

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY BEING A PART OF THE CITY OF COLLEGE PARK (130086) LIES IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 13021C0477F, WHICH BEARS AN EFFECTIVE DATE OF 09/18/2013 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA.

SURVEY CERTIFICATION

THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT

SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES.

THE RECORDING INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER INSTRUMENTS WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL

REGULATIONS OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND.

FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND

LAND SURVEYORS AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67.

CLYDE R. ELDREDGE, PLS DATE

GEORGIA PROFESSIONAL LAND SURVEYOR No. 2659

HEADWALL

AutoCAD SHX Text POINT OF BEGINNING IRON PIN FOUND DESCRIPTION: #5 REBAR N: 1315570.097' E: 2207232.960'

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(70' PUBLIC RIGHT-OF-WAY)

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(60' PUBLIC RIGHT-OF-WAY)(60' PUBLIC RIGHT-OF-WAY)

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BUILDING

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N/F AOK PROPERTIES LLC 2177 GODBY ROAD PID:13-0060-LL-071-2

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N/F MK PROFESSIONAL SERVICES LLC 2370 GODBY ROAD ID:13-0060-LL-072-0

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135,148 SQ. FT. 3.103 ACRES

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136,255 SQ. FT. 3.128 ACRES

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N/F CHELSEA GA PO LLC 2135 GODBY ROAD ID:13-0060-LL-053-0

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N/F CHELSEA GA PO LLC 2135 GODBY ROAD ID:13-0060-LL-053-0

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N/F 2227 GODBY ROAD LLC 2227 GODBY ROAD ID:13-0060-LL-053-0

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N/F XAVIER PROMISE LLC 2225 GODBY ROAD ID:13-0060-LL-051-4

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8"DIP

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8"DIP

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8"DIP

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8"DIP

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8"DIP

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8"DIP

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8"DIP

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24"RCP

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8"DIP

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(70' PUBLIC RIGHT-OF-WAY)

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24"RCP

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LOCATED IN

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SHEET NO.

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CLIENT

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DATE

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JOB

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CRE

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CRE

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CRE

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K. KOZLOWICZ

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CODE

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DWG.

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CH.

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REVISIONS

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NOTICE:

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AutoCAD SHX Text THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

AutoCAD SHX Text CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER ; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.

AutoCAD SHX Text FILE NAME: K:\26005534 Godby Road - #2177\DWG\Survey\Boundary Survey\26005534-Godby-RD-3.dwg LAST SAVED BY: celdredge 6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTBK:\26005534 Godby Road - #2177\DWG\Survey\Boundary Survey\26005534-Godby-RD-3.dwg LAST SAVED BY: celdredge 6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB LAST SAVED BY: celdredge 6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTBceldredge 6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB 6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB6/10/2026 2:05 PM PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB PLOTTED BY: Clyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTBClyde Eldredge 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB 6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB6/10/2026 PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB PAPER: ARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTBARCH D (36.00 X 24.00 INCHES) DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTB DEVICE: NONE PLOT STYLE: BASE-STANDARD.CTBNONE PLOT STYLE: BASE-STANDARD.CTB PLOT STYLE: BASE-STANDARD.CTBBASE-STANDARD.CTB

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FULTON COUNTY, GEORGIA

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LAND LOT 69

AutoCAD SHX Text 06/03/2026

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BOUNDARY & TOPOGRAPHIC SURVEY OF 2163 & 2177 GODBY ROAD ATLANTA, GEORGIA 30349

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METROCORP DEVELOPMENT

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AutoCAD SHX Text 1850 PARKWAY PLACE, SUITE 650 MARIETTA, GA 30067 770.423.0807 GEORGIA LAND SURVEY FIRM No. 001218

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13TH DISTRICT

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%%UBAR SCALE

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THIS BLOCK RESERVED FOR THE CLERK OF THE SUPERIOR COURT.

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VICINITY MAP - NOT TO SCALE

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JUNE 10, 2026

GODBY ROAD PARK IMPROVEMENT.pdf

Sheets and Views

GISTOPO 2163 GODBY ROAD-C1.0 (2)

GISTOPO 2163 GODBY ROAD-C1.0

GISTOPO 2163 GODBY ROAD-C2.0

26005534-Godby-RD-CITY OF COLLEGE PARK (06-10-26)Signed.pdf

File details come from the government source that posted it. Updated Nov 6, 2026.