Attachment A _ OVP Expansion Construction Pla.pdf

PDF 22 MB Posted Oct 3, 2025

Attached to: Oconee Veterans Park (OVP) Multi-use Fields Protective Netting Project
Solicitation number: PE-70800-NONST-2026-000000036
Issued by: Oconee County, Georgia

About this file

Written by GovTribe AI · Apr 30, 2026

This file contains construction development plans and erosion control specifications for the Oconee Veterans Park Expansion project in Oconee County, Georgia, prepared by Williams & Associates for the Oconee County Board of Commissioners. The project encompasses 197.532 acres with 16.92 acres of total disturbed area located at 3500 Hog Mountain Road in Bogart, Georgia. The scope of work includes site development for three additional baseball fields with associated parking, amenities, stormwater management facilities, utilities, and landscaping. The project is zoned A-1 (recreational facility use) and requires compliance with National Pollutant Discharge Elimination System (NPDES) construction stormwater discharge permitting. The design includes 318 parking spaces (8 handicap-accessible, 310 standard), multiple erosion and sediment control measures, grading plans, storm drainage infrastructure, and landscape restoration plans. Plans were dated August 4, 2017, with revisions through January 15, 2018.

The construction project requires implementation of comprehensive erosion, sedimentation, and pollution control practices consistent with Georgia's Manual for Erosion and Sediment Control, including temporary sediment basins, silt fencing, inlet protection, check dams, and permanent stabilization measures. Stormwater management includes six excavated sediment storage areas totaling approximately 1,463 cubic yards of storage capacity and outlets designed to accommodate a 10-year storm event. The contractor must maintain daily site inspections, conduct post-rainfall monitoring, and submit as-built surveys before certificate of occupancy issuance. Sediment and erosion control measures must be installed and operational prior to any other construction activities. The project includes utility coordination (water, sewer, electric, telecommunications), construction entrance stabilization, and permanent landscape establishment with native tree and shrub plantings meeting county requirements.

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Other files

File	Type	Posted
Addendum 1 _ RFP_ 26_10_006 OVP Multi_use Fie.pdf	PDF	Oct 3, 2025
RFP_ 26_10_006 OVP Multi_use Fields Protectiv.pdf	PDF	Oct 3, 2025
RFP_ 26_10_006 Bid Tabulation.pdf	PDF	Oct 3, 2025

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OCONEE COUNTY, GEORGIA

197.532-ACRE SITE

8/04/2017

PROJECT # 17110

Revised 1/15/2018

OWNER:

SITE DEVELOPMENT PLANS FOR

ENGINEERING SURVEYING

LANDSCAPE ARCHITECTURE

2470 Daniells Bridge Rd. Suite 161 Athens, GA, 30606

P. 706.310.0400 F. 706.310.0411 www.gaplanning.com

3500 HOG MOUNTAIN RD

OCONEE VETERANS

PARK EXPANSION

DEVELOPER:

ENGINEER:

SURVEYOR:

WILLIAMS & ASSOCIATES

2470 DANIELLS BRIDGE ROAD

BLDG. 100 | SUITE 161

ATHENS, GEORGIA 30606

ATTN: FRANK PITTMAN, PE

706.310.0400

WILLIAMS & ASSOCIATES

2470 Daniells Bridge Road

Bldg. 100 | Suite 161

ATHENS, GEORGIA 30606

ATTN: MARK DUNLAP, RLS

706.310.0400

TOTAL PROJECT AREA

197.532 ACRES

TOTAL DISTURBED AREA

16.92 ACRES TOTAL

(INCLUDES 0 ACRES IN THE ROW)

THE OCONEE COUNTY BOARD OF COMMISSIONERS

23 N MAIN STREET

WATKINSVILLE, GEORGIA 30677

ATTN: JOHN DANIELL

706-769-5120

THE OCONEE COUNTY BOARD OF COMMISSIONERS

23 N MAIN STREET

WATKINSVILLE, GEORGIA 30677

ATTN: JOHN DANIELL

706-769-5120

24 HR CONTACT:

THE OCONEE COUNTY BOARD OF COMMISSIONERS

23 N MAIN STREET

WATKINSVILLE, GEORGIA 30677

ATTN: JOHN DANIELL

706-769-5120

NEW IMPERVIOUS AREA

3.24 ACRES

PERSONS USING THIS DRAWING

SHALL MAKE THEIR OWN

DETERMINATION OF THE

LOCATION, DEPTH, AND

DESCRIPTION OF UNDERGROUND

AND OVERHEAD UTILITIES. THE

UTILITY INFORMATION SHOWN

HEREON WAS OBTAINED FROM

READILY AVAILABLE SOURCES

BELIEVED TO BE ACCURATE OR

COMPLETE. EXCAVATION OR

ELECTRIC DETECTION METHODS

WERE NOT USED TO VERIFY THE

INFORMATION.

KNOW WHATS BELOW

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE YOU DIG

FOR SURVEYING & STAKING

INFORMATION:

CONTACT: MARK DUNLAP, RLS

Ph: (706) 202-8839 / mdunlap@gaplanning.com

VICINITY MAP

SCALE: 1" = 6,000'

GPS COORDINATES OF

CONSTRUCTION EXIT

LAT: 33.8710681°

LON: -83.4779325°

AutoCAD SHX Text SHOULD 24 HOUR CONTACT CHANGE, NOTIFICATION MUST BE MADE TO BUILDING INSPECTOR IMMEDIATELY.

AutoCAD SHX Text I CERTIFY THAT THE RECEIVING WATER(S) OR THE OUTFALL(S) OR A COMBINATION OF RECEIVING WATER(S) AND OUTFALL(S) WILL BE MONITORED IN ACCORDANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN. I CERTIFY THAT THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN (PLAN) HAS BEEN PREPARED IN ACCORDANCE WITH PART IV OF THE GENERAL NPDES PERMIT NO. GAR100001, NO. GAR100002 OR NO. GAR100003, THE PLAN WILL BE IMPLEMENTED, AND THAT SUCH PLAN WILL PROVIDE FOR COMPLIANCE WITH THIS PERMIT. I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT CERTIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS.

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OWNER / OPERATOR'S CERTIFICATION

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OWNER / OPERATOR'S SIGNATURE (TO BE SIGNED AT THE PRECONSTRUCTION MEETING)

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SITE

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HOG MOUNTAIN RD

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ELDER RD

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HODGES MILL RD

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MARS HILL RD

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JON WILLIAMS

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JON WILLIAMS

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LANDSCAPE ARCHITECT

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GSWCC LEVEL II CERTIFICATION # 3588

AutoCAD SHX Text I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001. 100001. NPDES CERTIFICATION: CONSTRUCTION OF THIS PROJECT WILL INVOLVE LAND DISTURBANCE EQUAL TO OR GREATER THAN 1 ACRE(S), OR IS A PART OF A COMMON DEVELOPMENT REQUIRING AN NPDES PERMIT, AND MUST COMPLY WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FOR CONSTRUCTION ACTIVITIES (GENERAL PERMIT NO. GAR 100001, GAR 100002, OR GAR 100003). THE OWNER/CONTRACTOR OR AUTHORIZED REPRESENTATIVE SHALL BE RESPONSIBLE FOR PREPARATION OF THE NECESSARY NOTICE OF INTENT (NOI) AND APPROPRIATE EROSION, SEDIMENT AND POLLUTION CONTROL PLAN REQUIREMENTS THAT COMPLY WITH ALL ASPECTS OF THE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES. SIGNATURE: _________________________ DATE SIGNED: _______________ PRINTED NAMES: ______________________TITLE: _____________________

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SITE VISIT CERTIFICATION

AutoCAD SHX Text I __________________________, HEREBY CERTIFY THAT I OR MY AUTHORIZED OR MY AUTHORIZED AGENT UNDER MY SUPERVISION, HAVE VISITED THE SITE PRIOR TO THE CREATION OF HAVE VISITED THE SITE PRIOR TO THE CREATION OF THE EROSION, SEDIMENT AND POLLUTION CONTROL PLANS AND HAVE VERIFIED THE PRESENCE OR LACK THEREOF OF ALL STATE WATERS ON OR ADJACENT TO THE SITE. SIGNATURE: _________________________ DATE SIGNED: _______________ PRINTED NAMES: ______________________TITLE: _____________________

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SITE VISIT CERTIFICATION

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JON WILLIAMS

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SHEET INDEX

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COVER

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PSP-01

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PRELIMINARY SITE PLAN

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EXISTING CONDITIONS

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DEMOLITION PLAN

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SITE PLAN

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FIRE TRUCK TURNING RADIUS

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CONSTRUCTION DETAILS

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CONSTRUCTION DETAILS

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LANDSCAPE PLAN

PERSONS USING THIS DRAWING

SHALL MAKE THEIR OWN

DETERMINATION OF THE

LOCATION, DEPTH, AND

DESCRIPTION OF UNDERGROUND

AND OVERHEAD UTILITIES. THE

UTILITY INFORMATION SHOWN

HEREON WAS OBTAINED FROM

READILY AVAILABLE SOURCES

BELIEVED TO BE ACCURATE OR

COMPLETE. EXCAVATION OR

ELECTRIC DETECTION METHODS

WERE NOT USED TO VERIFY THE

INFORMATION.

KNOW WHATS BELOW

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE YOU DIG

VICINITY MAP

SCALE: 1" = 6,000'

PRELIMINARY

SITE PLAN

PSP-01

X :\P ro je ct s\

0\ D es ig n\ C on st ru ct io n\

.d w g

-1 5-

A M b ba co n

ALL DRAWINGS SHALL REMAIN THE

PROPERTY OF WILLIAMS & ASSOCIATES.

THESE INSTRUMENTS OF SERVICE ARE TO

BE USED SOLELY FOR THIS SPECIFIC

PROJECT. WILLIAMS & ASSOCIATES

SHALL RETAIN ALL LEGAL RIGHTS TO THE

USE OF THE INSTRUMENTS OF SERVICE

AND SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

ENGINEERING ŸSURVEYING

LANDSCAPE ARCHITECTURE

2470 Daniells Bridge Road, Suite 161 Athens, Georgia 30606

P. 706.310.0400 F. 706.310.0411

17110

REVISIONS

O C

O N

A N

R K

E X

N O

C O

U N

, G

A C

O G

M O

U N

R D

DATE: 8/04/2017

COMMENTDATE

REMOVE CURB AND GUTTER ALONG

SOUTHERN EDGE OF PARKING12/13/17

www.gaplanning.com

CONFORMED SET1/15/18

1 inch = 60 ft.

( IN FEET )

GRAPHIC SCALE

060 120 24030 60

TOTAL PROJECT AREA

197.532 ACRES

TOTAL DISTURBED AREA

16.92 ACRES TOTAL

(INCLUDES 0 ACRES IN THE ROW)

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BATTING CAGE

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BULLPEN

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BULLPEN

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BULLPEN

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BULLPEN

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24"CURB&GUTTER

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SIGN

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BATTING CAGE

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BATTING CAGE

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BATTING CAGE

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EXISTING WETLAND STREAM BUFFER

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25' STATE WATERS BUFFER

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TOP:792.64 BOT:785.31 3.6' X 7.3' 1' DEEP

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TOP:791.65 BOT:785.50 1.95' X 5.95' 1' DEEP

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TOP:790.60 BOT:787.80 1.75' X 2.80' 0.55' DEEP

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TOP:791.65 BOT:781.7 1.95' X 3.95' 1' DEEP

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TOP:786.70 BOT:785.30 1.25' X 1.4' 1.1' DEEP

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TOP:791.65 BOT:787.90 1.75' X 3.75' 0.55' DEEP

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GROUND EL:784.50

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REALIGN EXISTING ASPHALT MULTI-USE TRAIL (SEE DETAIL 16/C-501)C-501))

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REALIGN EXISTING MULTI-USE TRAIL

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PROPOSED 5' CONCRETE SIDEWALK (TYP)

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PROPOSED 8.5' MULTI-USE TRAIL (TYP)

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PROPOSED 5' CONCRETE SIDEWALK (TYP)

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ADA RAMP TYPE D (SKEWED)

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ADA RAMP TYPE B (TYP.)

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PROPOSED 8' CONCRETE SIDEWALK

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IRRIGATION CONTROL (TYP.)

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SCOREBOARD

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MINI LIBRARY

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POWER BOX (TYP.)

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RETAINING WALL

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ASPHALT SIDEWALK

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IPF " RB12" RB

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WHITE LINE FOR SOCCER FIELD

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38" WTR OAK

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(2) 38"WTR OAK

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38"WTR OAK

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28"WTR OAK

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38"WTR OAK

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12"WTR OAK

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(4)CHERRY TREES

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3"SYC.

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3"SYC.

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3"SYC.

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3"SYC

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3"SYCAMORE

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3"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYCAMORE

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GATE POSTS

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ASPHALT SIDEWALK

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PVC STUB

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PVC STUB

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PVC STUB

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CHAIN LINK FENCE ALONG TOP OF WALL

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POWER TRANSFORMER

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TELE PANEL

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END EX. PAVING

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END PAVING

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EDGE ASPHALT PARKING LOT

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IRRIGATION CONTROL (TYP.)

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4' CHAIN LINK FENCE

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EX. 10" BLOCK WALL

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6"SYCAMORE

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7"SYCAMORE

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5"SYCAMORE

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5"MAPLE

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6"MAPLE

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5"MAPLE

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5"MAPLE

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TAPER CURB

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24" STOP BAR AND SIGN

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PROPOSED 8.5' ASPHALT SIDEWALK (SEE DETAIL 16/C-501)C-501))

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24" CURB AND GUTTER (TYP.)

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PROPOSED ASPHALT PARKING

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24" STOP BAR (TYP.)

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24" STOP BAR (TYP.)

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APPROXIMATE LOCATION ASPHALT SIDEWALK

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CONCESSION BUILDING BY OTHERS COORDINATE FINAL LOCATION WITH FOUNDATION PLAN

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FENCE BY OTHERS (TYP.)

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BULLPEN

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BULLPEN

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TAPER CURB

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5' SIDEWALK

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PROPOSED 5' CONCRETE SIDEWALK WITH STAIRS

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K-5016-ET

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DEXTER

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C_URINALS

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AutoCAD SHX Text DB = DEED BOOK PB = PLAT BOOK ZDL = ZONING DEMARCATION LINE TYP = TYPICAL EX. = EXISTING PR. = PROPOSED TBA = TO BE ABANDONED TBR = TO BE REMOVED TBF = TO BE FILLED U.E. = UTILITY EASEMENT SSE = SANITARY SEWER EASEMENT DE = DRAINAGE EASEMENT C = COMPACT PARKING SPACE OSSA = OPEN SOIL SURFACE AREA BSL = BUILDING SETBACK LINE PSL = PARKING SETBACK LINE FFE = FINISHED FLOOR ELEVATION = SANITARY SEWER MANHOLE = UTILITY POLE = PROPERTY CORNER = PROPERTY CORNER FOUND = PR. PROPERTY CORNER IPF = IRON PIN FOUND IPS = IRON PIN SET - 1/2" REBAR CMF = CONCRETE MONUMENT FOUND OTP = OPEN TOP PIPE CO = CLEAN OUT SSMH = SANITARY SEWER MANHOLE DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT WM = WATER METER WV = WATER VALVE TP = TELEPHONE POLE PP = POWER POLE PTP = POWER TELEPHONE POLE LP = LIGHTPOST SIG. = TRAFFIC SIGNAL TPED = UNDERGROUND TELEPHONE PEDESTAL FO = FIBER OPTIC PEDESTAL TRANS = TRANSFORMER DI = DROP INLET GI = GRATE INLET HGI = HOODED GRATE INLET JB = JUNCTION BOX OCS = OUTLET CONTROL STRUCTURE RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE HDPE = HIGH DENSITY POLYETHYLENE IE = INVERT ELEVATION LWCB = LEFT WING CATCH BASIN RWCB = RIGHT WING CATCH BASIN DWCB = DOUBLE WING CATCH BASIN FES = FLARED END SECTION GUY WIRE = =SANITARY SEWER =WATER =UNDERGROUND UTILITY =UNDERGROUND UTILITY =OVERHEAD UTILITY =UNDERGROUND TELECOMM. =GAS

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LEGEND

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AutoCAD SHX Text PROPERTY OWNER: THE OCONEE COUNTY BOARD OF COMMISSIONERS 23 N MAIN STREET WATKINSVILLE, GEORGIA 30677 , GEORGIA 30677 GEORGIA 30677 30677 30677 ATTN: JOHN DANIELL, 706-769-5120 JOHN DANIELL, 706-769-5120 , 706-769-5120 706-769-5120 DEVELOPER: THE OCONEE COUNTY BOARD OF COMMISSIONERS 23 N MAIN STREET WATKINSVILLE, GEORGIA 30677 , GEORGIA 30677 GEORGIA 30677 30677 30677 ATTN: JOHN DANIELL, 706-769-5120 JOHN DANIELL, 706-769-5120 , 706-769-5120 706-769-5120 AUTHORIZED AGENT: WILLIAMS & ASSOCIATES 2470 DANIELLS BRIDGE RD. SUITE 161 ATHENS, GA 30606 706.310.0400 PHYSICAL ADDRESS: 3500 HOG MOUNTAIN RD 3500 HOG MOUNTAIN RD TAX PARCEL: B 05 004 B 05 004 GMD: 221 221 TOTAL PROJECT ACREAGE: 197.532 ACRES (8,604,484.56 SF.) 197.532 ACRES (8,604,484.56 SF.) ACRES (8,604,484.56 SF.) 8,604,484.56 SF.) SF.) CONTOUR INTERVAL: 2' FIELD RUN TOPO BY WILLIAMS & ASSOCIATES DATED 05/12/2017. BOUNDARY SURVEY: THIS DRAWING WAS PREPARED USING A WILLIAMS & ASSOCIATES WILLIAMS & ASSOCIATES TOPOGRAPHIC SURVEY FOR OCONEE VETERANS PARK EXPANSION, DATED SURVEY FOR OCONEE VETERANS PARK EXPANSION, DATED OCONEE VETERANS PARK EXPANSION, DATED , DATED 6/2/2017. . EXISTING ZONING: A-1 A-1 PROPOSED ZONING: A-1 A-1 EXISTING USE: RECREATIONAL FACILITY RECREATIONAL FACILITY PROPOSED USE: RECREATIONAL FACILITY RECREATIONAL FACILITY FLOOD PLAIN: NO PORTION OF THIS PROPERTY LIES WITHIN THE FLOOD PLAIN ACCORDING TO FIRM COMMUNITY PANEL NUMBER 13219C0130D DATED 13219C0130D DATED DATED 9/2/2009. . THERE ARE STATE WATERS ONSITE AND WITHIN 200' OF THE SITE. THERE ARE NO WETLANDS DELINEATED ON SITE. WATER SUPPLY: OCONEE COUNTY PUBLIC UTILITIES SEWAGE DISPOSAL: OCONEE COUNTY PUBLIC UTILITIES SOLID WASTE: BY PRIVATE CONTRACT UTILITIES: POWER, TELEPHONE, CABLE TV SITE DRAINAGE: DRAINAGE SWALES AND COUNTY APPROVED PIPE WILL BE EMPLOYED TO COLLECT AND DIVERT SURFACE WATER TO THE PROPOSED STORM WATER MANAGEMENT FACILITIES.

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PROJECT DATA

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1. ALL UTILITIES ARE APPROXIMATELY LOCATED. ALL UTILITIES ARE APPROXIMATELY LOCATED. 2. ALL PROPOSED UTILITIES ARE TO LOCATED WITHIN UTILITY EASEMENTS. ALL PROPOSED UTILITIES ARE TO LOCATED WITHIN UTILITY EASEMENTS. 3. ALL SIGNS SHALL BE IN COMPLIANCE WITH THE OCONEE COUNTY AT THE TIME ALL SIGNS SHALL BE IN COMPLIANCE WITH THE OCONEE COUNTY AT THE TIME OCONEE COUNTY AT THE TIME AT THE TIME THE PERMITS ARE REQUESTED. 4. STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH ALL COUNTY STATE STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH ALL COUNTY STATE AND OTHER APPROPRIATE ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION PLAN APPROVAL.

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EXISTING UTILITIES NOTE

AutoCAD SHX Text THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO DIGGING, INCLUDING GAS, ELECTRICAL AND TELECOMMUNICATION LINES. EXISTING UTILITIES SHOWN ON PLAN ARE APPROXIMATE. ANY DAMAGE TO SUCH UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. WILLIAMS & ASSOCIATES SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY.

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GENERAL NOTES

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND SHALL BE MAINTAINED UNTIL A PERMANENT GROUND COVER IS ESTABLISHED. SOIL EROSION PREVENTION METHODS THAT ARE DEEMED NECESSARY ON THIS SITE WILL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL ORDINANCES AND CODES.

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EROSION CONTROL NOTES

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A-1 ZONING REGULATIONS

AutoCAD SHX Text MIN. FRONT YARD: 40' MIN. SIDE YARD: 25' MIN. REAR YARD: 25' MAX BLDG HEIGHT: 40'

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PARKING DATA

AutoCAD SHX Text NO EXISTING PARKING SPACES PROPOSED PARKING: 318 SPACES (9'X19') - 8 HANDICAP PARKING SPACES 8 HANDICAP PARKING SPACES - 310 STANDARD PARKING SPACES310 STANDARD PARKING SPACES

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WILLOW OAK NUTTALL OAK RED MAPLE

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PLANT LEGEND

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OVERCUP OAK EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED

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SITE PLAN NOTES

1. DIMENSIONS ARE SHOWN TO THE EDGE OF PAVEMENT OR FACE OF CURB, IF DIMENSIONS ARE SHOWN TO THE EDGE OF PAVEMENT OR FACE OF CURB, IF PRESENT, UNLESS OTHERWISE NOTED. BUILDING MEASUREMENTS ARE TO OUTSIDE FACE. 2. REFER TO CONSTRUCTION DETAILS FOR PAVING SECTIONS. REFER TO CONSTRUCTION DETAILS FOR PAVING SECTIONS. 3. ANY DISCREPANCIES IN THE LAYOUT SHALL BE REPORTED TO WILLIAMS & ANY DISCREPANCIES IN THE LAYOUT SHALL BE REPORTED TO WILLIAMS & ASSOCIATES IMMEDIATELY. 4. ALL CURB RADII SHALL STAKED BY A SURVEYOR AS SHOWN ON THE SITE PLAN. ALL CURB RADII SHALL STAKED BY A SURVEYOR AS SHOWN ON THE SITE PLAN. ALL CURD RADII ARE TO BE 3.0' UNLESS OTHERWISE SPECIFIED ON THE PLANS. 3.0' UNLESS OTHERWISE SPECIFIED ON THE PLANS. UNLESS OTHERWISE SPECIFIED ON THE PLANS. 5. PAVEMENT MARKINGS SHALL BE 4" WIDE SOLID WHITE PAINTED STRIPES MEETING PAVEMENT MARKINGS SHALL BE 4" WIDE SOLID WHITE PAINTED STRIPES MEETING THE REQUIREMENTS OF AND INSTALLED IN ACCORDANCE WITH APPLICABLE DETAILS AND SPECIFICATIONS. 6. PORTLAND CEMENT CONCRETE USED IN SITE WORK CONSTRUCTION TO BE MIXED PORTLAND CEMENT CONCRETE USED IN SITE WORK CONSTRUCTION TO BE MIXED AND PLACED IN ACCORDANCE WITH A.C.I. STANDARD 318 - LATEST EDITION. 7. ACCESS AND PLAN ARE TO COMPLY WITH ALL ADA REQUIREMENTS. ACCESS AND PLAN ARE TO COMPLY WITH ALL ADA REQUIREMENTS. 8. CURB AND GUTTER WITHIN PROPERTY BOUNDARIES SHALL BE 24" UNLESS CURB AND GUTTER WITHIN PROPERTY BOUNDARIES SHALL BE 24" UNLESS OTHERWISE NOTED. 9. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, CONTACT REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, CONTACT ARCHITECT PRIOR TO POURING ANY FOOTINGS OR WALLS. 10. ANY SIGNS FOR THE PROJECT WILL REQUIRE SEPARATE PERMIT. DETAILS OF ANY SIGNS FOR THE PROJECT WILL REQUIRE SEPARATE PERMIT. DETAILS OF SIGN DESIGN, SIZE, LOCATION, AND CONSTRUCTION SHALL BE SUBMITTED TO THE OCONEE COUNTY CODE ENFORCEMENT AND PLANNING OFFICES FOR REVIEW AND CODE ENFORCEMENT AND PLANNING OFFICES FOR REVIEW AND APPROVAL PRIOR TO ERECTION. 11. PARKING LOT SCREENING SHRUBS WILL BE PLANTED 3' ON CENTER. PARKING LOT SCREENING SHRUBS WILL BE PLANTED 3' ON CENTER. 12. INSTALL 3" - 4" PVC SLEEVES UNDERNEATH ALL WALKS FOR FUTURE IRRIGATION INSTALL 3" - 4" PVC SLEEVES UNDERNEATH ALL WALKS FOR FUTURE IRRIGATION AND LIGHTING PRIOR TO INSTALLING HARDSCAPE. 13. SKETCH AS-BUILT LOCATIONS ON SITE PLANS FOR FUTURE USE. SKETCH AS-BUILT LOCATIONS ON SITE PLANS FOR FUTURE USE. 14. STRIPING AND SIGNAGE AT THE ENTRANCE(S) TO BE PLACED PER THE STRIPING AND SIGNAGE AT THE ENTRANCE(S) TO BE PLACED PER THE CURRENT MUTCD STANDARDS. A 24" STOP BAR IS TO BE PLACE 4' BEHIND THE PROPOSED CROSSWALK AT THE APRON WITH DOUBLE YELLOW LANE STRIPING EXTENDED 25' INTO PROPERTY. STOP SIGN (STANDARD R1-1) TO BE PLACED 6' OFF THE BACK OF CURB, MINIMUM 5' ABOVE FINISHED DRIVE GRADE.

PERSONS USING THIS DRAWING

SHALL MAKE THEIR OWN

DETERMINATION OF THE

LOCATION, DEPTH, AND

DESCRIPTION OF UNDERGROUND

AND OVERHEAD UTILITIES. THE

UTILITY INFORMATION SHOWN

HEREON WAS OBTAINED FROM

READILY AVAILABLE SOURCES

BELIEVED TO BE ACCURATE OR

COMPLETE. EXCAVATION OR

ELECTRIC DETECTION METHODS

WERE NOT USED TO VERIFY THE

INFORMATION.

KNOW WHATS BELOW

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE YOU DIG

EXISTING

CONDITIONS

C-101

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0\ D es ig n\ C on st ru ct io n\

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ALL DRAWINGS SHALL REMAIN THE

PROPERTY OF WILLIAMS & ASSOCIATES.

THESE INSTRUMENTS OF SERVICE ARE TO

BE USED SOLELY FOR THIS SPECIFIC

PROJECT. WILLIAMS & ASSOCIATES

SHALL RETAIN ALL LEGAL RIGHTS TO THE

USE OF THE INSTRUMENTS OF SERVICE

AND SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

ENGINEERING ŸSURVEYING

LANDSCAPE ARCHITECTURE

2470 Daniells Bridge Road, Suite 161 Athens, Georgia 30606

P. 706.310.0400 F. 706.310.0411

17110

REVISIONS

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DATE: 8/04/2017

COMMENTDATE

CONFORMED SET1/15/18

www.gaplanning.com

1 inch = 60 ft.

( IN FEET )

GRAPHIC SCALE

060 120 24030 60

TOTAL PROJECT AREA

197.532 ACRES

TOTAL DISTURBED AREA

16.92 ACRES TOTAL

(INCLUDES 0 ACRES IN THE ROW)

VICINITY MAP

SCALE: 1" = 6,000'

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GI RIM:791.31 IE36"CMP IN:778.31 IE36"CMP OUT:778.21

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GI RIM:789.38 IE36"CMP:774.58 IE18"CMP:784.38 IE36"CMP OUT:774.58

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(NO RIM) TOP STORM INLET:780.25 IE36"CMP IN:773.00 IE48"CMP OUT:772.94

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WEIR INLET TOP:780.18 APPROX. CENTER:772.83

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GI RIM:783.01 IE48"CMP IN:770.73 IE48"CMP OUT:770.73

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(NO RIM) STORM INLET TOP:782.44 IE48"CMP IN:770.44 IE48"CMP OUT: 770.39

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(NO RIM) STORM INLET TOP:782.37 IE48"CMP IN:768.27 IE48"CMP OUT:768.22

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GI RIM:784.60 IE48"CMP IN:766.70 IE48"CMP OUT:766.60

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GI RIM:784.89 IE48"CMP IN:766.39 IE48"CMP OUT:766.28

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GI RIM:784.80 IE48"CMP IN:765.87 IE48"CMP OUT:765.85

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GI RIM:784.89 IE48"CMP IN:765.39 IE48"CMP OUT:765.33

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IRRIGATION CONTROL (TYP.)

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SEWER LAT

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POWER METERS (TYP.)

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SCOREBOARD

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MINI LIBRARY

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POWER BOX (TYP.)

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RETAINING WALL

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ASPHALT SIDEWALK

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SIGN

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IE18"CPP:772.12 AT RIP RAP DITCH

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IE18"CPP:774.93

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IPF " RB12" RB

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WHITE LINE FOR SOCCER FIELD

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STORM INLET TOP:776.86 IE48"CMP IN/OUT IE CENTER:764.51

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38" WTR OAK

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(2) 38"WTR OAK

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38"WTR OAK

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28"WTR OAK

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38"WTR OAK

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12"WTR OAK

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(4)CHERRY TREES

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3"SYC.

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3"SYC.

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3"SYC.

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3"SYC

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3"SYCAMORE

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3"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYCAMORE

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GATE POSTS

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24"CURB&GUTTER

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ASPHALT SIDEWALK

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PVC STUB

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PVC STUB

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CHAIN LINK FENCE ALONG TOP OF WALL

AutoCAD SHX Text APPROXIMATE LOCATION OF DESIGN STORM INLET DESIGN STORM INLET (COULD NOT BE LOCATED IN THE FIELD)

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POWER TRANSFORMER

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TELE PANEL

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END PAVING

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END PAVING

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DIRT PILES

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DIRT PILES

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SSMH RIM:779.76

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IE15"RCP:778.43

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SSMH RIM:782.26 IE CENTER:776.51 6"PVC IN/8"PVC OUT

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IE8"PVC IN:766.60

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IE8"PVC OUT:766.40

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IE8"PVC IN:772.45

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IE8"PVC IN:772.56

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IE8"PVC IN:766.54

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IRRIGATION CONTROL (TYP.)

AutoCAD SHX Text DWCB RIM:788.04 IE24"RCP IN:782.59 IE24"CMP IN:782.69 IE36"CMP IN:779.19 IE36"CMP OUT:779.19

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4' CHAIN LINK FENCE

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10" BLOCK WALL

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6"SYCAMORE

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7"SYCAMORE

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5"SYCAMORE

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6"MAPLE

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5"MAPLE

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6"MAPLE

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5"MAPLE

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5"MAPLE

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5"MAPLE

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5"MAPLE

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DWCB RIM:788.24 IE18"RCP IN:782.94 IE24"CMP IN:782.84 IE24"CMP OUT:782.92

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ASPHALT SIDEWALK

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EXISTING WETLAND STREAM BUFFER

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25' STATE WATERS BUFFER

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APPROXIMATE LOCATION OF ASPHALT SIDEWALK

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TOP:792.64 BOT:785.31 3.6' X 7.3' 1' DEEP

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TOP:791.65 BOT:785.50 1.95' X 5.95' 1' DEEP

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TOP:790.60 BOT:787.80 1.75' X 2.80' 0.55' DEEP

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TOP:791.65 BOT:781.7 1.95' X 3.95' 1' DEEP

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TOP:786.70 BOT:785.30 1.25' X 1.4' 1.1' DEEP

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TOP:791.65 BOT:787.90 1.75' X 3.75' 0.55' DEEP

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GROUND EL:784.50

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LEGEND

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PROJECT DATA

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EXISTING UTILITIES NOTE

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GENERAL NOTES

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SITE

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HOG MOUNTAIN RD

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ELDER RD

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HODGES MILL RD

MARS HILL RD

PERSONS USING THIS DRAWING

SHALL MAKE THEIR OWN

DETERMINATION OF THE

LOCATION, DEPTH, AND

DESCRIPTION OF UNDERGROUND

AND OVERHEAD UTILITIES. THE

UTILITY INFORMATION SHOWN

HEREON WAS OBTAINED FROM

READILY AVAILABLE SOURCES

BELIEVED TO BE ACCURATE OR

COMPLETE. EXCAVATION OR

ELECTRIC DETECTION METHODS

WERE NOT USED TO VERIFY THE

INFORMATION.

KNOW WHATS BELOW

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE YOU DIG

DEMOLITION

PLAN

C-102

X :\P ro je ct s\

0\ D es ig n\ C on st ru ct io n\

B A

.d w g

-1

M b ba co n

ALL DRAWINGS SHALL REMAIN THE

PROPERTY OF WILLIAMS & ASSOCIATES.

THESE INSTRUMENTS OF SERVICE ARE TO

BE USED SOLELY FOR THIS SPECIFIC

PROJECT. WILLIAMS & ASSOCIATES

SHALL RETAIN ALL LEGAL RIGHTS TO THE

USE OF THE INSTRUMENTS OF SERVICE

AND SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

ENGINEERING ŸSURVEYING

LANDSCAPE ARCHITECTURE

2470 Daniells Bridge Road, Suite 161 Athens, Georgia 30606

P. 706.310.0400 F. 706.310.0411

17110

REVISIONS

O C

O N

A N

R K

E X

N O

C O

U N

, G

A C

O G

M O

U N

R D

DATE: 8/04/2017

COMMENTDATE

CONFORMED SET1/15/18

www.gaplanning.com

1 inch = 60 ft.

( IN FEET )

GRAPHIC SCALE

060 120 24030 60

TOTAL PROJECT AREA

197.532 ACRES

TOTAL DISTURBED AREA

16.92 ACRES TOTAL

(INCLUDES 0 ACRES IN THE ROW)

VICINITY MAP

SCALE: 1" = 6,000'

AutoCAD SHX Text

GI RIM:791.31 IE36"CMP IN:778.31 IE36"CMP OUT:778.21

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GI RIM:789.38 IE36"CMP:774.58 IE18"CMP:784.38 IE36"CMP OUT:774.58

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(NO RIM) TOP STORM INLET:780.25 IE36"CMP IN:773.00 IE48"CMP OUT:772.94

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WEIR INLET TOP:780.18 APPROX. CENTER:772.83

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GI RIM:783.01 IE48"CMP IN:770.73 IE48"CMP OUT:770.73

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(NO RIM) STORM INLET TOP:782.44 IE48"CMP IN:770.44 IE48"CMP OUT: 770.39

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(NO RIM) STORM INLET TOP:782.37 IE48"CMP IN:768.27 IE48"CMP OUT:768.22

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GI RIM:784.60 IE48"CMP IN:766.70 IE48"CMP OUT:766.60

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GI RIM:784.89 IE48"CMP IN:766.39 IE48"CMP OUT:766.28

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GI RIM:784.80 IE48"CMP IN:765.87 IE48"CMP OUT:765.85

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GI RIM:784.89 IE48"CMP IN:765.39 IE48"CMP OUT:765.33

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IRRIGATION CONTROL (TYP.)

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SEWER LAT

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POWER METERS (TYP.)

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SCOREBOARD

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MINI LIBRARY

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POWER BOX (TYP.)

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RETAINING WALL

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ASPHALT SIDEWALK

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SIGN

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IE18"CPP:782.21

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IE18"CPP:782.54

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IE18"CPP:772.12 AT RIP RAP DITCH

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IE18"CPP:774.93

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IPF " RB12" RB

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WHITE LINE FOR SOCCER FIELD

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STORM INLET TOP:776.86 IE48"CMP IN/OUT IE CENTER:764.51

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38" WTR OAK

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(2) 38"WTR OAK

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28"WTR OAK

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38"WTR OAK

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12"WTR OAK

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(4)CHERRY TREES

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3"SYC.

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3"SYC.

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3"SYC.

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3"SYC

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3"SYCAMORE

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3"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYC

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5"SYCAMORE

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GATE POSTS

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24"CURB&GUTTER

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ASPHALT SIDEWALK

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PVC STUB

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PVC STUB

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CHAIN LINK FENCE ALONG TOP OF WALL

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POWER TRANSFORMER

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TELE PANEL

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END PAVING

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END PAVING

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DIRT PILES

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DIRT PILES

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SSMH RIM:779.76

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IE15"RCP:778.43

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SSMH RIM:782.26 IE CENTER:776.51 6"PVC IN/8"PVC OUT

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IE8"PVC IN:766.60

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IE8"PVC OUT:766.40

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IE8"PVC IN:772.45

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IE8"PVC IN:772.56

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IE8"PVC IN:766.54

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IRRIGATION CONTROL (TYP.)

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4' CHAIN LINK FENCE

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10" BLOCK WALL

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6"SYCAMORE

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7"SYCAMORE

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5"SYCAMORE

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6"MAPLE

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5"MAPLE

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6"MAPLE

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5"MAPLE

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5"MAPLE

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5"MAPLE

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5"MAPLE

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DWCB RIM:788.24 IE18"RCP IN:782.94 IE24"CMP IN:782.84 IE24"CMP OUT:782.92

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ASPHALT SIDEWALK

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REMOVE 4" MAPLE TREES

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REMOVE 4" MAPLE TREES

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MULTI-USE TRAIL TO BE REMOVED

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CURB TO BE REMOVED

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CURB TO BE REMOVED

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FIRE HYDRANT ASSEMBLY TO BE RELOCATED BEHIND THE PROPOSED CURB

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SIGN TO BE RELOCATED

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MULTI-USE TRAIL TO BE REMOVED

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TREE TO BE REMOVED

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TREE TO BE REMOVED

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EXISTING WETLAND STREAM BUFFER

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25' STATE WATERS BUFFER

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APPROXIMATE LOCATION OF ASPHALT SIDEWALK

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MULTI-USE TRAIL TO BE REMOVED

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EX. PIPE TO BE REPLACED BY STORM PIPE SD-F3

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TOP:792.64 BOT:785.31 3.6' X 7.3' 1' DEEP

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TOP:791.65 BOT:785.50 1.95' X 5.95' 1' DEEP

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TOP:790.60 BOT:787.80 1.75' X 2.80' 0.55' DEEP

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TOP:791.65 BOT:781.7 1.95' X 3.95' 1' DEEP

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TOP:786.70 BOT:785.30 1.25' X 1.4' 1.1' DEEP

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TOP:791.65 BOT:787.90 1.75' X 3.75' 0.55' DEEP

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GROUND EL:784.50

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PROFESSIONAL

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LEGEND

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PROJECT DATA

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EXISTING UTILITIES NOTE

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GENERAL NOTES

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EXISTING UTILITIES NOTE

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GENERAL NOTES

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EROSION CONTROL NOTES

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DEMOLITION NOTES

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DEMOLISHED AREAS REMOVAL DATA

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1. ALL MATERIAL REMOVED SHALL BE PROPERLY DISPOSED OF OFF-SITE AND ALL MATERIAL REMOVED SHALL BE PROPERLY DISPOSED OF OFF-SITE AND IN ACCORDANCE WITH STATE OF GEORGIA LAW AND COUNTY REGULATIONS IN AN APPROVED LANDFILL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED FOR THE THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED FOR THE REMOVAL AND DISPOSAL OF ALL MATERIAL AND DEBRIS. ANY DISCREPANCIES ANY DISCREPANCIES IN THE DEMOLITION PLAN SHOULD BE REPORTED TO WILLIAMS & ASSOCIATES IMMEDIATELY. 3. ALL TREES, STUMPS, ROOTS, DEBRIS, JUNK AND OTHERWISE DELETERIOUS ALL TREES, STUMPS, ROOTS, DEBRIS, JUNK AND OTHERWISE DELETERIOUS MATERIAL MAY NOT BE BURIED OR DISPOSED OF ON SITE. 4. UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO ANY DEMOLITION. ANY DAMAGE TO SUCH UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 5. CONSULT WALTON EMC ON PROPOSED RELOCATION OF OR ABANDONMENT OF CONSULT WALTON EMC ON PROPOSED RELOCATION OF OR ABANDONMENT OF EXISTING LINES AND POLES. 6. PRIOR TO PERFORMING ANY LAND DISTURBING ACTIVITIES OR WHEN WORK IS PRIOR TO PERFORMING ANY LAND DISTURBING ACTIVITIES OR WHEN WORK IS TO BE PERFORMED WITHIN 10 FEET OF HIGH VOLTAGE OVERHEAD POWER LINES, THE CONTRACTOR IS REQUIRED BY LAW TO NOTIFY THE UTILITY PROTECTION CENTER AT 1.800.282.7411. A 72 HOUR ADVANCED NOTICE IS REQUIRED. 7. A NOTICE OF TIMER HARVESTING IS REQUIRED PRIOR TO CLEARING AND A NOTICE OF TIMER HARVESTING IS REQUIRED PRIOR TO CLEARING AND GRADING. 8. STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE AND OTHER APPROPRIATE ORDINANCES AND REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL.

AutoCAD SHX Text AREAS TO BE DEMOLISHED AND REMOVED: ASPHALT SIDEWALK: 6,836 SF CURB AND GUTTER: 111 LF DEMOLITION CONTRACTOR TO VERIFY DEMOLITION QUANTITIES BEFORE PROVIDING A PROPOSED PRICE FOR SCOPE OF WORK TO BE PERFORMED. IF ANY DISCREPANCIES ARE FOUND, PLEASE REPORT TO WILLIAMS & ASSOCIATES IMMEDIATELY.

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1. SHADED AREA REPRESENTS EXISTING ASPHALT MULTI-USE SHADED AREA REPRESENTS EXISTING ASPHALT MULTI-USE TRAIL TO BE REMOVED. 2. SHADED AREA REPRESENTS EXISTING CURB AND GUTTER SHADED AREA REPRESENTS EXISTING CURB AND GUTTER TO BE REMOVED.

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DEMOLITION AREAS

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SITE

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HOG MOUNTAIN RD

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ELDER RD

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HODGES MILL RD

SITE PLAN

C-201

PERSONS USING THIS DRAWING

SHALL MAKE THEIR OWN

DETERMINATION OF THE

LOCATION, DEPTH, AND

DESCRIPTION OF UNDERGROUND

AND OVERHEAD UTILITIES. THE

UTILITY INFORMATION SHOWN

HEREON WAS OBTAINED FROM

READILY AVAILABLE SOURCES

BELIEVED TO BE ACCURATE OR

COMPLETE. EXCAVATION OR

ELECTRIC DETECTION METHODS

WERE NOT USED TO VERIFY THE

INFORMATION.

KNOW WHATS BELOW

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE YOU DIG

TOTAL PROJECT AREA

197.532 ACRES

TOTAL DISTURBED AREA

16.92 ACRES TOTAL

(INCLUDES 0 ACRES IN THE ROW)

VICINITY MAP

SCALE: 1" = 6,000'

X :\P ro je ct s\

0\ D es ig n\ C on st ru ct io n\

.d w g

-1 5-

A M b ba co n

ALL DRAWINGS SHALL REMAIN THE

PROPERTY OF WILLIAMS & ASSOCIATES.

THESE INSTRUMENTS OF SERVICE ARE TO

BE USED SOLELY FOR THIS SPECIFIC

PROJECT. WILLIAMS & ASSOCIATES

SHALL RETAIN ALL LEGAL RIGHTS TO THE

USE OF THE INSTRUMENTS OF SERVICE

AND SHALL RETAIN FULL PROTECTION

UNDER UNITED STATES COPYRIGHT LAW.

ENGINEERING ŸSURVEYING

LANDSCAPE ARCHITECTURE

2470 Daniells Bridge Road, Suite 161 Athens, Georgia 30606

P. 706.310.0400 F. 706.310.0411

17110

REVISIONS

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DATE: 8/04/2017

COMMENTDATE

REMOVE CURB AND GUTTER ALONG

SOUTHERN EDGE OF PARKING12/13/17

www.gaplanning.com

CONFORMED SET1/15/18

1 inch = 60 ft.

( IN FEET )

GRAPHIC SCALE

060 120 24030 60

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BATTING CAGE

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BULLPEN

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BULLPEN

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BULLPEN

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BULLPEN

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24"CURB&GUTTER

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SIGN

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BATTING CAGE

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BATTING CAGE

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BATTING CAGE

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EXISTING WETLAND STREAM…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 30, 2026.