RFP_ 26_02_010 Topographic Survey.pdf

PDF 1 MB Posted Feb 27, 2026

Attached to: Design/Build - OVP Tennis Court Expansion
Solicitation number: PE-70800-NONST-2026-000000040
Issued by: Oconee County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This is a topographic survey document prepared for Oconee County, Georgia for the Oconee Veterans Park located at 3500 Hog Mountain Road, Watkinsville, Georgia 30677. The survey was completed on June 18, 2024, and documents the site's physical features, utilities, and infrastructure. The document includes detailed mapping of parking areas (11 to 15 spaces per lot, with handicapped accessible spaces noted), recreational facilities including three tennis courts, a pavilion, restroom area, and various amenities such as grills, water spigots, pet stations, and solar panel poles. The survey identifies 75-foot riparian buffers and 25-foot state waters buffers associated with a nearby creek, and notes that the property is located within the 0.2% annual chance floodplain (Zone A) according to Flood Insurance Rate Map No. 13219C0130E, effective September 15, 2022.

The survey incorporates comprehensive utility mapping including sanitary sewer systems with multiple catch basins, junction boxes, and manhole installations at specified invert elevations; storm drainage infrastructure with corrugated metal pipes, high-density polyethylene pipes, and various grates and outlet control structures; water utilities including water lines, valves, meters, and fire hydrants; and electrical, telecommunications, and natural gas services. The document includes property corner monuments, elevation benchmarks, and control points established in Georgia West Zone 1002 NAD 83 coordinates. The surveying firm, W & A Engineering located in Athens, Georgia, retained all legal rights to the drawings and notes that underground utility locations are based on available information combined with observed evidence, but exact locations cannot be guaranteed without excavation.

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Other files

File	Type	Posted
OCBOC _ General Terms _ Conditions.pdf	PDF	Feb 27, 2026
Addendum 1 _ RFP_ 26_02_010 Design Build OVP .pdf	PDF	Feb 27, 2026
RFP_ 26_02_010 Hydrology Report.pdf	PDF	Feb 27, 2026
RFP_ 26_02_010 Fee Proposal.xlsx	XLSX spreadsheet	Feb 27, 2026
RFP_ 26_02_010 Design Building _ OVP Tennis C.pdf	PDF	Feb 27, 2026
Addendum 2 _ RFP_ 26_02_010 Design Build OVP .pdf	PDF	Feb 27, 2026
Geotechnical Report _ OVP Tennis Court Expans.pdf	PDF	Feb 27, 2026
Bid Tab _ RFP 26_02_010.pdf	PDF	Feb 27, 2026

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ASPHALT PATH

ASP

HALT P

ATH

ASPHALT PATH

ASPH

ALT PATH

C O

N C

. P A

C O

N C

. P A

CONC. PATH

C O

N C

. P A

CONC. PATH

PAVILION

RESTROOM AREA

TENNIS COURT

(TYP.)

ICV (X3)

COMMUNICATION

MANHOLE

TENNIS COURT

CHAIN-LINK FENCE

INFORMATION SIGN

PARK RULES SIGN

CLEANOUT (TYP.)

PARK BENCH

BOLLARD

ICV (X2)

SOLAR PANEL POLE

ICV (X2)

GRILL

WATER SPIGOT

APPROXIMATE LOCATION OF PROPERTY LINE

60"

17"

10"

10" 10"

10"10"

10" 10"

10"

10" 10"

10"

10" 10"

10"

11"

11" 11"

11"

16"

15"

8" 8" 8" 8"

8" 8"

34"

STOP SIGN

TENNIS COURT SIGN

STOP SIGN

CROSSWALK SIGN

STOP SIGN

CROSSWALK SIGN

PARK MAP SIGN

STOP SIGN

11 PARKING SPACES (5 HC)

15 PARKING SPACES

13 PARKING SPACES (5 HC)

14 PARKING SPACES

ASPHALT

IPF 1/2"

SQUARE ROD

IPF 1/2"

REBAR

SSMH TOP:780.73

IE8"PVC IN:768.40

IE8"PVC OUT:768.33

SSMH TOP:768.57

IE8"DIP IN:755.93

IE8"DIP IN:755.90

IE8"DIP OUT:755.95

CO TOP:780.73

(INACCESSIBLE)

CREEK

PET STATION

CAPPED 3" PVC

IRRIGATION BOX

WATER FOUNTAIN

BOLLARD

25' STATE WATERS BUFFER

75' RIPARIAN BUFFER

75' RIPARIAN

BUFFER

25' STATE WATERS

BUFFER

LIGHT

SWITCH

GRATE TOP:790.34

IE12"HDPE IN:784.29

CB TOP:787.40

IE18"CMP OUT:781.13

CB TOP:787.51

IE18"CMP IN:780.40

IE24"CMP OUT:779.70

CB TOP:786.15

IE24"CMP IN:777.79

(b) IE24"CMP OUT:777.73

PEDESTAL TOP:786.15

THROAT IN:787.06

IE18"CMP OUT:785.21

PEDESTAL TOP:788.19

THROAT IN:787.16

IE18"CMP IN:781.31

IE24"CMP OUT:781.23

CB TOP:787.22

IE24"CMP IN:778.71 (a) IE24"CMP IN:776.98 (b)

IE36"CMP OUT:776.78

GRATE TOP:790.89

IE12"HDPE OUT:786.15

GRATE TOP:791.22

IE12"HDPE IN:785.72

IE12"HDPE OUT:785.57

GRATE TOP:790.85

IE12"HDPE IN:784.85

IE12"HDPE OUT:784.70

CB TOP:783.86

IE24"CMP IN:776.77

IE24"CMP OUT:776.83

(REVERSE FLOW VERIFIED)

CB TOP:783.76

BOTTOM OF BOX:774.86

CB TOP:784.59

IE18"CMP IN:779.50

IE36"CMP IN:773.14

IE36"CMP OUT:772.94

GRATE TOP:789.39

IE18"CMP IN:782.90

IE18"CMP OUT:782.62

PEDESTAL TOP:788.62

THROAT IN:787.56

IE18"CMP OUT:784.68

CB TOP:781.91

IE18"CMP IN:778.26

IE36"CMP IN:772.62

IE48"CMP OUT:772.43

CB TOP:788.60

IE18"CMP OUT:778.60

CB TOP:780.01

IE3"PVC IN:777.87

IE48"CMP IN:770.57

IE48"CMP OUT:770.51

JB TOP:779.92

IE48"CMP IN:768.66

IE48"CMP OUT:768.57

IE6"PVC:788.02

IE6"PVC:788.04

IE8"PVC:788.35

IE8"PVC:788.77

IE20"HDPE:771.38

YI TOP:778.86

IE20"HDPE:772.12

IE48"CMP:764.24

IE30"RCP:757.67

PEDESTAL TOP:786.54

THROAT IN:785.24

IE24"CMP IN:780.36

(a) IE24"CMP OUT:780.26

OCS TOP: 770.84

(SEE DETAIL)

OCONEE COUNTY, GEORGIA

3500 HOG MOUNTAIN RD

PARCEL B 05 004

DB 638 PG 214

PB 34 PG 151

TOPOGRAPHIC & UTILITY & TREE SURVEY FOR:

OCONEE VETERANS PARK

3500 HOG MOUNTAIN ROAD

WATKINSVILLE, GEORGIA, 30677

OCONEE COUNTY

G.M.D. 239

FENCE LINE

OVERHEAD UTILITY

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

TRAFFIC UTILITY

FIBER-OPTIC

NATURAL GAS

FLOODPLAIN

SANITARY SEWER

SEWER FORCEMAIN

SANITARY SEWER SERVICE

WATERLINE

SURVEY LEGEND

B.S.L. - BUILDING SETBACK LINE

CMP - CORRUGATED METAL PIPE

DB - DEED BOOK

DE - DRAINAGE EASEMENT

DIP - DUCTILE IRON PIPE

FDC - FIRE DEPARTMENT CONNECTION

FES - FLARED END SECTION (STORM)

FFE - FINISHED FLOOR ELEVATION

GI - GRATE INLET

HDPE - HIGH DENSITY POLYETHYLENE

IE - INVERT ELEVATION

OCS - OUTLET CONTROL STRUCTURE

PB - PLAT BOOK

PTP - POWER TELEPHONE POLE

RCP - REINFORCED CONCRETE PIPE

SSE - SANITARY SEWER EASEMENT

CMF - CONCRETE MONUMENT FOUND

IPF - IRON PIN FOUND

OTP - OPEN TOP PIPE

POC - POINT OF COMMENCEMENT

R/W - RIGHT-OF-WAY

TPOB - TRUE POINT OF BEGINNING

TYP - TYPICAL

PROPERTY CORNER FOUND

PROPERTY CORNER

CMF-CONCRETE MONUMENT FOUND

ELEVATION BENCHMARK

DELTA (SURVEY CONTROL)

AIR CONDITIONING UNIT

CB - CATCHBASIN

CO - CLEANOUT

FO - FIBER OPTIC (MARKER)

FH - FIRE HYDRANT

GAS VALVE

GAS METER

GAS MARKER

GUY WIRE/ANCHOR

HW - HEADWALL

JB - JUNCTION BOX

LP - LIGHTPOLE

MH - MANHOLE

SSMH-SANITARY SEWER MANHOLE

TPED - TELEPHONE PEDESTAL

WI - WEIR INLET

WM - WATER METER

WV - WATER VALVE

UTILITY POLE

TRANSMISSION UTILITY POLE

TRANS - POWER TRANSFORMER

IPS - IRON PIN SET (CAPPED 1/2" REBAR)

E W

GA WEST, ZONE

1002 NAD 83

SCALE 1" =

0 30 60

60'

NVICINITY MAP

NOT TO SCALE

HOG MOUNTAIN RD

DOOLEY BLVD

HODGES M

ILL RD

E R

R D

SITE

GENERAL NOTES

1. FIELD SURVEY WAS COMPLETED ON 06/18/2024

2. OWNER OF RECORD FOR THE SUBJECT PROPERTY IS:

OCONEE COUNTY, GEORGIA

PARCEL: B 05 004

3. TITLE REFERENCES REGARDING ADJOINERS ARE SUBJECT TO

INFORMATION PROVIDED BY LOCAL GOVERNMENT.

4. SUBJECT PROPERTY IS LOCATED WITHIN AREAS HAVING ZONE

DESIGNATIONS OF "ZONE A", DETERMINED TO BE INSIDE THE 0.2%

ANNUAL CHANCE FLOODPLAIN BY THE SECRETARY OF HOUSING AND

URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAP NO. 13219C0130E

WITH AN EFFECTIVE DATE OF 09/15/2022 FOR COMMUNITY NUMBER

130453, [OCONEE COUNTY], GEORGIA.

5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENT(S) OR RIGHT(S) OF

WAY, WHETHER WRITTEN OR UNWRITTEN, RECORDED OR UNRECORDED.

6. NO VISIBLE EVIDENCE OF BURIAL GROUNDS WITHIN THIS SITE NOR WERE

ANY REPORTED TO THIS FIRM.

7. THIS PROPERTY MAY OR MAY NOT CONTAIN WETLANDS. NO WETLANDS

WERE INVESTIGATED, IDENTIFIED, DELINEATED, LOCATED OR

CONFIRMED FOR PURPOSES OF THIS SURVEY.

8. SUBJECT TO DECLARATION OF COVENANTS, CONDITIONS AND

RESTRICTIONS BOTH RECORDED AND UNRECORDED.

REFERENCES

DB 638 PG 214

PB 34 PG 151

JOB NUMBER

F W

B E

T O

X :\P ro je ct s\

\T o be re

-n um be re d\

V P

Te nn is C ou rt

Ex pa ns io n\ W

S ur ve y\

-2

dw g

-2 2-

a co bb

355 Oneta Street, Ste. D100 Athens, GA 30601 P: (706) 310-0400

UTILITY NOTE

SOURCE INFORMATION FROM PLANS AND MARKINGS

ARE COMBINED WITH OBSERVED EVIDENCE OF

UTILITIES TO DEVELOP A VIEW OF THOSE

UNDERGROUND UTILITIES. HOWEVER, LACKING

EXCAVATION, THE EXACT LOCATION OF

UNDERGROUND FEATURES CANNOT BE ACCURATELY,

COMPLETELY AND RELIABLY DEPICTED. WHERE

ADDITIONAL OR MORE DETAILED INFORMATION IS

REQUIRED, THE CLIENT IS ADVISED THAT

EXCAVATION MAY BE NECESSARY. THE SURVEYOR

MAKES NO GUARANTEE THAT THE UNDERGROUND

UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN

THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE

UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION BUT ARE SHOWN AS ACCURATELY AS

POSSIBLE FROM INFORMATION AVAILABLE. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES.

DRAFTED BY

240044

REVIEWED BY

DATE

06/18/2024

REVISIONS

TREE LEGEND

OAK

PINE

MAPLE

HICKORY

ORNAMENTAL

OUTLET CONTROL / WEIR INLET STRUCTURE

NOT TO SCALE

TOP ELEV: 770:84

WEIR ELEV: 768.84

12" ORIFICE ELEV: 758.72

WEIR ELEV: 766.80

30" CMP ELEV: 758.96

AutoCAD SHX Text P

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OCS

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