4 of 4 IFB 029_46_White Sulphur Phase II.pdf

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CURVE #03

CURVE #03 CURVE #04CURVE 04 CURVE #04

CURVE #05CURVE #05

E: 2419639.208

N: 1582551.374

STA 209+80.96 SR365

WHITE SULPHUR ROAD

STA 169+56.45

HALL COUNTY

18095.001

STA 214+00.00

LIMIT OF CONSTRUCTION

N.T.S

PROJECT LOCATION

MILES

0.683

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

COUNTY No. 139

MILES

COUNTY No.

authorized agent, under my direct supervision."

site visit to the location described herein by myself or my

"I certify under penalty of law that this plan was prepared after a identified un-sampled receiving water."

representative of the increase in the turbidity of a specific each specific identified sampled receiving water will be

NPDES Permit No. GAR100002, that the increase in the turbidity of professional judgment, utilizing the factors required in the General body is not proposed to be sampled, I have determined in my specific identified perennial or intermittent stream and other water intermittent streams and other water bodies, or (b) where any such topographic map and all other field verified perennial and intermittent streams and other water bodies shown on the USGS

Control Plan provides for the monitoring of: (a) all perennial and

"I certify that the permittee's Erosion, Sedimentation and Pollution

NPDES Permit No. GAR100002."

methods is expected to meet the requirements contained in the General that the designed system of best management practices and sampling receiving water(s) or the sampling of the storm water outfalls and disturbing activity was permitted, provides for sampling of the

Conservation Commission as of January 1 of the year in which the land in Georgia" (Manual) published by the State Soil and Water

Control Act and the document "Manual for Erosion and Sediment Control best management practices required by the Georgia Water Quality

Control Plan provides for an appropriate and comprehensive system of

"I certify that the permittee's Erosion, Sedimentation and Pollution

NPDES Permit No. GAR100002."

Plan has been prepared in accordance with Part IV, of the General

"I certify that this Erosion, Sedimentation and Pollution Control

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

HALL COUNTY

DEPARTMENT OF PUBLIC WORKS

PHASE II

WHITE SULPHUR ROAD

LOCATION SKETCH

0001 50-and the North American Vertical Datum (NAVD) of 1988.

Georgia Coordinate System of 1984(NAD1983)/94 WEST Zone, This project has been prepared using the Horizontal

HALL

COUNTY NAME:

COUNTY NAME:

0.000

0.000

GSWCC LEVEL II, CERTIFICATION NUMBERSIGNATURE:

0000004987 becook@hallcounty.org

770-531-6800

GAINESVILLE, GA 30504-5635

2875 BROWNS BRIDGE ROAD

DEPARTMENT OF PUBLIC WORKS

HALL COUNTY

09-29-2025

Brent Cook

770-531-6800

D.S. 0 mph

D.S. mph ed 0.0%

'0.04E

1500.00'R

21.60'L

10.80'T

03°49'10.99"D

(LT)00°49'29.5"¬

2,419,018.3956E

1,583,490.3033N

8+72.86PI

CURVE# __

E: 2418045.458

N: 1584783.726

WHITE SULPHUR ROAD

STA 140+00.00

HALL COUNTY

18095.001

BEGIN PROJECT

STA 201+50.00

LIMIT OF CONSTRUCTION

E: 2419859.918

N: 1581938.658

WHITE SULPHUR ROAD

STA 176+08.00

HALL COUNTY

18095.001

END PROJECT

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STREAM BUFFER

ESA 25'

205+00.00

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WHITE SULPHUR RD.

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L I V I N G S T O N

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E: 2419115.245

N: 1583574.732

WHITE SULPHUR ROAD

STA 158+04.00

HALL COUNTY

18095.001

PROJECT MID-POINT

REVISIONS

09-19-2025PLANS COMPLETED

DATE ENTITY REQUESTING REVISION(S)

DRAWING NUMBER(S)

24 HOUR CONTACT:

Contractor shall complete the information in this box.

BY:

PLANS PREPARED

Longitude: -083.7642079°

Latitude: 34.3558234°

MID-POINT COORDINATES

Longitude: -083.7606793°

Latitude: 34.3524895°

END-POINT COORDINATES

Longitude: -083.7582338°

Latitude: 34.3479855°

BEGIN-POINT COORDINATES

Phone Number

PRIMARY PERMITTEE

Jason.ONeal

9/29/2025 GPLOT-ORD

gplotborder-ORD.tbl

18095.001_50.dgn

CONCOV

PROJECT No.

18095.001

11/05/2020

DRAWING No.

EROCOV-CE

SIGNATURE

GSWCC LEVEL II CERT.#

770.263.5945 Duluth, Georgia 30096

Suite 100 2450 Commerce Avenue

941705 SF = 21.62 ACRES

TOTAL PROJECT AREA:

779321 SF = 17.89 ACRES

TOTAL DISTURBED AREA:

BUFFER

STREAM

ESA 25'

Name

NCRS

No.PE032208

PROFESSIONAL

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9/30/2025

000000498754-0001 TO 54-0045, 56-0001 TO 56-0008, ADD 51-0009 TO 51-0029

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

gplotborder-ORD.tbl

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11:57:50 AM

GPLN-CE

0001-51

WHITE SULPHUR ROAD AT SR 365

18095.001

ESPCP GENERAL NOTES

Duluth, Georgia 30096

No.PE032208

PROFESSIONAL

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For additional information, see the project installed on the proposed mainline shoulders.

length. Curb and gutter and sidewalk will be

Sulphur Road of approximately 2,500 feet in

365 with a 12-foot receiving lane on White left turn land on the eastbound approach of SR

The project proposes to construct an additional rural principal arterial.

intersects with SR 365 that is classified as a classified as a local minor collector that undivided roadway that runs north/south and is

The existing site consists of a two-lane

PROJECT

DESCRIPTION OF EXISTING SITE AND PROPOSED

ESPCP ALTERATIONS, AMENDMENTS, AND REVISIONS

and Sedimentation.

Special Provision 161-Control of Soil Erosion

Professional. Additional BMPs may be added per of a GSWCC Level-II Certified Design formal revision of the ESPCP and the signature

BMPs with a hydraulic component requires a the ESPCP which have a significant effect on disturbing activities. Amendments/revisions to evaluate this plan prior to commencing land-

Professional, and the WECS shall carefully

The Contractor, the Certified Design

Sedimentation of the contract.

Provision 161-Control of Soil Erosion and revise the plans in accordance to Special this plan ineffective, the Contractor shall utilize construction techniques that render construction from that shown in the plans or

If the Contractor elects to alter the staged common construction methods and techniques.

construction of the project on the basis of

Department. It addresses the staged

Control Plan (ESPCP) is provided by the

This Erosion, Sedimentation, and Pollution

WASTE DISPOSAL

unless authorized by a Section 404 Permit.

shall not be discharged to Waters of the State, Solid materials, including building materials, regulations and obtain all necessary permits.

and local waste storage and disposal

Contractor shall comply with applicable state likelihood of contaminated discharges. The waste collection areas to minimize the containment shall be provided around liquid watercourses and storm drains. Secondary least 50 feet away from streets, gutters, dumpsters, trash cans and portable toilets at

Where attainable, locate waste collection areas, MAINTAINING EROSION CONTROL MEASURES sediment source.

shall be implemented to control or treat the erosion and sedimentation control measures provide for effective control, additional implementation of the approved plan does not be maintained at all times. If full

Erosion and sedimentation control measures will practices prior to land-disturbing activities.

erosion and sediment control measures and shall be prevented by the installation of

The escape of sediment from the project site

SCHEDULE

SITE STABLIZATION AND VEGETATION PLANTING

documents or landscaping plans.

Provisions) and other applicable contract

Department's Standard Specifications (or Special

Section 700 of the current edition of the mulching rates for this project can be found in dates, seeding, fertilizing, liming, and practices including plant species, planting

All temporary and permanent vegetative activities are expected to resume.

711 on the basis of when construction

Special Provisions) Sections 161, 163, 700, or of the Department's Standard Specifications (or suitable material listed in the current edition

Disturbed areas shall be stabilized with perform stabilization more often than 14 days.

Project Engineer may require the contractor to conditions. However, in special cases, the practicable if precluded by adverse weather

14 days of such cessation or as soon as permanently ceased shall be stabilized within construction activities have temporarily or indicates that the disturbed area where

The EPD General NPDES GAR100002 permit mulch or temporary seeding.

greater than 14 days shall be stabilized with

Any disturbed area left exposed for a period

READY MIX CHUTE & TOOLS WASHDOWN

Wash-down".

Program's "A Guide for Ready Mix Chute/Hopper

Georgia Small Business Environmental Assistance site. For additional information, refer to the transport the container to a proper disposal drum or other suitable container and then may have to wash-down into a sealable 55-gallon a wash-down pit is unavailable, the Contractor

On sites where permission or access to excavate down.

and (4) permission to use the area for wash down, (3) sufficient volume for wash-down water,

(2) access to the vehicle being used for wash away from any storm drain, stream, or river, that includes the following: (1) a location down a storm drain. Establish a wash-down pit and rivers. Never dispose of wash-down water prevent wash-down water from entering streams

Wash-down plans describe procedures that

Engineer.

wash-down plans must be approved by the Project elevation of the surrounding areas. Alternate ground above it shall be graded to match the the ground, the pit shall be filled in, and the and after the wash-down water has soaked into after the wash-down operations are completed down water without overtopping. Immediately pit shall be large enough to store all wash-including shoulders, for a wash-down pit. The storm drain and outside of the travelled way, State water buffers, at least 25 feet from any

Contractor shall excavate a pit outside of rinsed free of fresh concrete remains. The the delivery of Portland cement concrete may be

Public, only the discharge chute utilized in

Legal Regulations and Responsibility to the

In accordance with Standard Specification 107:

site.

Portland cement concrete is prohibited on this dump truck bodies used in the delivery of

The washing of ready-mix concrete drums and

NON-STORMWATER DISCHARGES

construction materials.

paint, oils, curing compounds, and other discharge of wastewater containing stucco, used in vehicle and equipment washing or the authorize the discharge of soaps or solvents contract documents. The NPDES does not

Georgia, Department Standards, and other

Manual for Erosion and Sediment Control in

Act, the NPDES Permit, the Clean Water Act, the by the Georgia Erosion and Sedimentation Control requirements as storm water discharges required discharges shall be subject to the same after construction has commenced. These

III.A.2 of the NPDES Permit will be identified

Non-stormwater discharges defined in Part

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

1:15:30 PM

0002-51

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PETROLEUM STORAGE,SPILLS AND LEAKS

requirements.

Responsibility to the public for additional

Specification 107-Legal Regulations and attention is specifically directed to Standard inclusion with these plans. The Contractor's

Professional as required by GAR100002 for shall be prepared by a Certified Design prevention for petroleum products. This plan

BMPs needed for onsite storage and spill an ESPCP addendum that addresses the additional products on site, the Contractor shall prepare

If the Contractor elects to store petroleum equipment within stream buffers.

Contractor shall not park, refuel, or maintain be familiar with the action plan. The personnel operating or servicing equipment shall and maintained on the project site. All plan shall be submitted to the Project Engineer utilized at the site. A copy of the action refueling or operation of any equipment leaks or spills associated with the servicing, petroleum product, or other hazardous material, for the capture, clean up, and disposal of any plan and keep the necessary materials on site

Contractor shall at a minimum provide an action material management to the Contractor. The responsibility of proper on-site hazardous

These plans expressly delegate the

POSTCONSTRUCTION BMPs FOR STORMWATER MANAGEMENT receiving waters.

transportation of sediment and pollutants into stabilization of the site and prevent abnormal postconstruction BMPs will provide permanent ditch lining where necessary. The stabilization matting, riprap and concrete stabilization with turf reinforcing mats, slope outlet stabilization, channel/ditch pipe outlets for velocity dissipation and permanent slope drains and/or flumes, riprap at consist of vegetated swales/ditches, vegetation, The postconstruction BMPs for this project in the construction plans and in the ESPCP plan.

All permanent postconstruction BMPs are shown

OTHER CONTROLS

Specifications.

edition of the Department's Standard in accordance with Section 161 of the current

The Contractor shall control dust from the site systems, and petroleum storage.

waste disposal, sanitary sewer and septic applicable State and/or local regulations for ensure and demonstrate compliance with all

The Contractor shall follow this ESPCP and outdoor use.

stormwater contamination or is intended for material or product poses little risk to pollutants, or where exposure of the specific stormwater will not result in a discharge of cases where exposure to precipitation and to

Minimization of exposure is not required in

ACTIVITIES

CONSTRUCTION SCHEDULE AND SEQUENCE OF MAJOR

Specifications.

edition of the Department's Standard in accordance with Section 161 of the current

The Contractor shall control dust from the site systems, and petroleum storage.

waste disposal, sanitary sewer and septic applicable State and/or local regulations for ensure and demonstrate compliance with all

The Contractor shall follow this ESPCP and intended for outdoor use.

little risk to stormwater contamination or is of the specific material or product poses in a discharge of pollutants, or where exposure precipitation and to stormwater will not result required in cases where exposure to pollutants. Minimization of exposure is not stormwater to minimize the discharge of materials or products to precipitation and covering to minimize the exposure of those

Contractor shall provide an appropriate waste, and other materials on the site, the pesticides, herbicides, detergents, sanitary trash, landscape materials, fertilizers, material, building products, construction waste, If the Contractor elects to store building pollutants.

stormwater to minimize the discharge of materials or products to precipitation and covering to minimize the exposure of those

Contractor shall provide an appropriate waste, and other materials on the site, the pesticides, herbicides, detergents, sanitary trash, landscape materials, fertilizers, material, building products, construction waste, If the Contractor elects to store building rap as indicated on the plans.

sod/grassing, slope mats, ditch lining, and rip in any area of the project, install permanent

As soon as the final grade has been established

Final Phase:

on the plans.

inlet sediment traps, and rip rap as indicated exits as needed. Install check dams, silt gates, adjust silt fence and install construction

As earthwork and construction progresses, Intermediate Phase:

as indicated on the plans.

fence, check dams in existing ditches, and silt distubing activities, install perimeter silt

Prior to clearing and grubbing or any land

INITIAL PHASE:

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

1:17:34 PM

0003-51

Duluth, Georgia 30096

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INSPECTIONS AND REPORTING

day time frame.

operational as soon as practical after the 7-

Department shall schedule the BMP repair to be

7 days is infeasible, the Contractor and the time of discovery. If the repair time within operational by no later than 7 days from the replacement BMP or significant repair must be discovery. A repair requiring a new or close of the next business day from the time of failure or deficiency must be corrected by the replacement BMP or significant repair, the BMP

When the repair does not require a new or not discharge in subsequent storm events.

any contaminated surfaces so the material will address the condition, including cleaning up

Contractor shall take reasonable steps to deposition into waters of the State, the maintenance and has resulted in sediment failed or is deficient beyond routine

Whenever the Department finds that a BMP has

Termination (NOT) is submitted.

inspections shall continue until the Notice of inspection and reporting requirements. These

Provision) 167 and other contract documents for

See Standard Specification (or Special the appropriate Department inspection forms.

All other inspections shall be documented on installations.

subsequent 7-day inspections for all new BMP

Project Engineer will be responsible for all

Additionally, the Department's Construction conditions are such that more time is required.

inspection report, unless on-site weather within 2 business days of receipt of the the permittee must correct all deficiencies to the primary permittee within 7 days, and design professional shall report the results within 7 days of installation. The inspecting the entire linear infrastructure project installation and all sediment basins within

GAR100002 Permit, within 7 days of as defined by Part IV.A.5. of the current perimeter control BMPs for the initial segment, the initial sediment storage requirements and retain either of these personnel to inspect infrastructure projects, the permittee must project. Alternatively, for linear installation over the entire infrastructure perimeter control BMPs within 7 days of initial sediment storage requirements and inspect and certify the installation of the professional approved by EPD in writing, to the ESPCP, or an alternative design retain the design professional who prepared

As the primary permittee, the Department must

STATEMENT

APPROPRIATE BMP AND SAMPLING CERTIFICATION

cover sheet serves as the certification.

signature of the preparer affixed on the Plan stated in Part IV page 20 of the permit. The and sampling to meet permit requirements as appropriate and comprehensive system of BMPs

The permittee's ES&PC Plan provides for an

WATER QUALITY INSPECTING AND SAMPLING PROCEDURES

the Sampling Location table herein.

procedures. Sampling locations are provided in documents for the inspecting and sampling

See Special Provision 167 and other contract

RETENTION OF RECORDS

GAR100002.

accordance with Part IV of the General Permit related to the implementation of this ESPCP in

The primary permittee will retain all records

SOIL SERIES INFORMATION

are expected to be found on the project site:

The following is a summary of the soils that and fertilizers.

and in the selection of permanent vegetation temporary BMP's, design of energy dissipaters, design of channels and linings, selection of consideration in the hydrologic analysis, the characteristics have been given full and can be made available upon request. Soil investigation was performed for this project

A project-specific soil survey and geotechnical

BMP INSTALLATION AND MAINTENANCE MEASURES

and maintenance measures.

and other contract documents for installation

(or Special Provisions) 161, 163, 165, 700, 711, See the Department's Standard Specifications

SILT FENCE INSTALLATION WITH J HOOKS AND SPURS

fence.

cost of installing and maintaining the silt and other incidental items are included in the as silt fence items per linear foot. All costs upgradient J hook. J Hooks shall be paid for same elevation as the bottom of the immediately reached when the top of the J hook is at the

Detail D-24C. The maximum J-hook spacing is spaced in accordance with GDOT Construction embankments or slopes. The J hooks shall be perimeter of the project and along the toe of all silt fences that are located around the

(or spurs). The J hooks shall be utilized on fence. This technique is called using J hooks and force stormwater to flow through the silt or slope to create small pockets that trap silt

The silt fence should turn back into the fill

Silt fence should never be run continuously.

DEWATERING AND PUMPING ACTIVITIES

discharges.

be made for water quality sampling of pump

Design Professional. No separate payment will

GAR100002 NPDES permit by utilizing a Certified sampling plans in accordance with the current pumped discharges. The contractor shall prepare contractor to perform water quality sampling of

Failure to create sheet flow will obligate the the post BMP treated discharge is sheet flowing.

suitable BMP's. The contractor shall ensure bag, or shall be treated equivalently with appropriately sized sediment basin, silt filter disturbed area shall be routed through an

Any pumped discharge from an excavation or

USE OF ALTERNATIVE AND/OR ADDITIONAL BMPS

by the Georgia EPD and GSWCC.

Certified Design Professional and was required submitted and certified by the Level-II specific and was based on documentation only for this ESPCP. This review was site determined by the Georgia EPD to be allowable reviewed by the Georgia EPD and has been alternative BMP for stone check dams has been as an alternative BMP. The use of the

Fabric check dams will be used on this project contract documents.

non-refundable deductions as specified in the failure to perform inspections shall result in

Traffic Control and Erosion Control. Continued construction activities with the exception of shall result in the cessation of all the contract documents and the NPDES permit

Failure to perform inspections as required by

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/18/2025

Jason.ONeal

GPLOT-ORD

10:20:13 AM

0004-51

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SEDIMENT STORAGE

This site has a total disturbed area of 17.89 acres.

ensures stormwater does not bypass the inlet. The Contractor may submit alternate temporary containment berm designs to the Project Engineer for approval.

point or an excavated sump. Construct temporary sumps in accordance with Construction Detail D-24C. Temporary sumps shall be installed in a manner that

To prevent runoff from bypassing inlet sediment traps, a temporary sump shall be installed around all inlet sediment traps that are not located in a low the storage volumes for the BMP's specified in this table.

Sediment Storage Table summarizes the required and available sediment storage for every outfall on this project. The Contractor shall provide and maintain

STATE WATER BUFFER IMPACTS

Department's stream buffer variance, this shall be noted in the buffer-variance-required column.

conjunction with the impacts caused by their activities. If utility impacts are covered by the

Unless noted otherwise, utility companies will be submitting the required permits/variances in

Impact Table.

The Contractor is not authorized to enter into stream buffers, except as described in the Buffer and permits.

measured from the Jurisdictional Determination Line without first acquiring the necessary variances measured from the point wrested vegetation or within 25-feet of the coastal marshland buffer as

Non-exempt activities shall not be conducted within the 25- or 50-foot undisturbed stream buffers as

State water buffers, as defined by O.C.G.A. 12-7-1, are not impacted by this project.

basin will be utilized.

Land disturbance activites with constructing & removing a sediment basin at these sites would cause additional adverse impacts; therefore no sediment

Sediment storage calculations indicate that the use of check dams, inlet sediment traps, rock filter dams and silt fence will provide adequate storage.

OUTFALLS 1,2,3,4,5

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

1:18:46 PM

0005-51

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SAMPLING LOCATIONS AND GENERAL NOTES

preparer affixed on the Plan cover sheet serves as the certification.

The permittee's ES&PC Plan provides for representative sampling as stated on Part IV.D.6.c.(3) page 37 of the permit as applicable. The signature of the is required or to replace a primary sampled feature that is no longer located within the active phase of construction.

The primary sampled features specified should be used as the initial sampling locations. An alternate sampled feature may be used if additional sampling outfall drainage basins exist. Approved primary and alternate representative sampled features are identified in the Sampling Location Table.

The increase in turbidity at the specified locations in the table below will be representative of the alternate outfall drainage basins when similar shows the groups of similar outfall drainage basins.

control plans, the Department has determined that the representative sampling scheme shown below is valid for the duration of the project. The table project's drainage area map, hydrology and hydraulic studies, construction plans, geotechnical soil survey, and erosion sedimentation and pollution erosion index is low if it is less than or equal to 5 and high if it is greater than 5. After evaluation of these characteristics as presented in the to or greater than 2 acres. The average outfall slope is mild if it is equal to or less than 0.03, and steep if it is greater than 0.03. The soil road widening, and maintenance/safety. The disturbed area classes are less than or equal to 1 acre, greater than 1 acre to less than 2 acres, and equal the outfall, and the soil erosion index 0-10, 10 being the most erodible soil. The construction activity types are new road on fill, new road in cut, carefully evaluated and compared on the basis of four characteristics: the type of construction activity, the disturbed acreage, the average slope about

Representative sampling may be utilized on this project as explained here. The individual outfall drainage basins along the project corridor have been maintained.

qualifying event until the turbidity standard is attained or until post-rain event inspections determine that BMPs are properly designed, installed, and

(c) Follow-up sampling is needed if BMPs are not properly designed, installed, and maintained during the first two sampling events. Each subsequent

(b) The second sampling event is at least 90 days after the first sampling event or after all mass grading is complete

(a) The first sampling event is after clearing and grubbing but prior to completion of mass grading and has a stormwater discharge.

Sampling shall be during normal business hours. Sampling shall be of qualifying events defined as a rain event which that reaches or exceeds 0.5 inches occur during each stage.

The applicable stages are when the outfall or receiving water exists. Sampling needs to occur during the applicable stages. Sampling does not need to

Sampling frequency shall be according to GAR100002 IV.D.6.d. Below is a short summary. For complete requirements refer to the permit.

SAMPLING FREQUENCY

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

1:19:18 PM

0006-51

Duluth, Georgia 30096

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RIPRAP OUTLET PROTECTION

in the Riprap Outlet Protection Table.

Information about outlet protection is included

CHANNEL PROTECTION

the Channel Protection Table.

permanent grassing except as noted otherwise in

All channels may be stabilized exclusively with

4a, 4b or 5, and the potential cause is either "NP" (nonpoint source) or "UR" (urban runoff).

(impaired fish community) and/or "Bio M" (impaired macro invertebrate community), within Category of an identified impaired stream segment that has been listed for criteria violated, "Bio F"

The Impaired Stream Table is a summary of project outfalls within 1 mile and within the watershed

A BIOTA IMPAIRED STREAM SEGMENT

DISCHARGES INTO OR WITHIN ONE LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS ANY PORTION OF

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/16/2025

Jason.ONeal

GPLOT-ORD

1:20:10 PM

0007-51

Duluth, Georgia 30096

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ESPCP SIGN

www.dot.ga.gov/BS/Projects/ProjectSearch

The permittee-hosted website is:

and their telephone number.

"Telephone" enter Construction Project Manager project id number. For "Project Engineer" and submitted NOI. For "PROJECT #" enter full

Plan can be viewed must be provided on the and (4) the permittee-hosted website where the the contact person(s) and telephone number(s),

(1) construction site, (2) permittee(s), (3) road. The sign must identify the following:

be such that it is visible and readable from a office trailer. The location of the sign shall preferably facing the driveway to the field

The sign shall be posted parallel to a road, has been submitted.

available on the provided website until a NOT end of construction. The project plans must be of construction and remain on site until the

It shall be posted on site by the actual start removal shall be included in pay item 161-1000.

cost of the sign installation, maintenance, and

Section 911, Section 912, and Section 913. The the sign according to Section 636, Section 910, Special Provision 153. Fabricate and install

The large sign shall be in the format shown in

DISTURBED AREA STABILIZATION

activities are expected to resume.

711 on the basis of when construction

Special Provisions) Sections 161, 163, 700, or of the Department's Standard Specifications (or suitable material listed in the current edition

Disturbed areas shall be stabilized with

FERTILIZER NEEDS

SOIL TESTS FOR IDENTIFYING SITE-SPECIFIC

site-specific fertilizer needs.

Conduct soil tests to identify and to implement

ADDITIONAL SITE INSPECTIONS

a) (c) *

(c); and tertiary permittees Part IV.D.4.c.(3)(

(c); secondary permittees, Part IV.D.4.b.(3)(a) greater in accordance with Part IV.D.4.a.(3)(a) end of the storm that is 0.5 inches rainfall or

(7) calendar days and within 24 hours of the conduct inspections at least twice every seven

Certified personnel for primary permittees shall

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

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DATE:

P.I. No.

11/05/2020

REVISION DATES

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Jason.ONeal

GPLOT-ORD

1:21:04 PM

0008-51

Duluth, Georgia 30096

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:23:04 PM

0009-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

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GPLOT-ORD

3:23:33 PM

0010-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

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GPLOT-ORD

3:23:58 PM

0011-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

9/25/2025

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GPLOT-ORD

3:24:34 PM

0012-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

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GPLOT-ORD

3:24:58 PM

0013-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

9/25/2025

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GPLOT-ORD

3:25:31 PM

0014-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:26:00 PM

0015-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

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REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:26:28 PM

0016-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:26:54 PM

0017-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:27:19 PM

0018-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:27:46 PM

0019-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:28:19 PM

0020-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:34:14 PM

0021-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:34:41 PM

0022-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:38:54 PM

0023-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:39:30 PM

0024-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:39:54 PM

0025-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:40:20 PM

0026-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:40:44 PM

0027-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:41:07 PM

0028-51

Duluth, Georgia 30096

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/25/2025

Jay.Guisasola

GPLOT-ORD

3:41:47 PM

0029-51

Duluth, Georgia 30096

18"

18"

18"

18"

18"

18"

18"

18"

24"

18"

18"

18"

18" 1

18"

18"

ESA

STREAM

BUFFER

ESA

STREAM

BUFFER

ESA 25- STREAM BUFFER

ESA 25- STREAM BUFFER

IS-2

IS

-1

E S

A

S T R E

A M

B

U F F E R

S

W

11+00

12+00

13+00

14+00

S25°59'50.8"E

P O

B

P O

E

28.91' Lt.OFF:

0+70.45STA:

28.91' Lt.OFF:

0+70.45STA:

18"

18"

18"

18"

18"

18"

18"

18"

24"

18"

18"

18"

18" 1

18"

18"

N

E

N

E

21+00

22+00

10+00

11+00

S

W

10+00

11+00

12+00

13+00

14+00

135+00

138+00

139+00

+00

1+0

135+00

136+00

137+00

N

E

200+00

201+00

202+00

203+00

204+00

205+00

206+00

207+00

208+00

209+00

210+00

211+00

212+00

213+00

214+00

L T

S T

A

P I

N

T I E

T

O

E

X I S T I

N G

B E

G I

N

C

G

T P

W H I T E

S U L P H U R

R O A D

WHI

TE

SULP

HUR

ROAD

WHITE SULPHUR ROAD

WHITE SULPHUR ROAD

WHITE SULPHUR ROAD

WHITE SULPHUR ROAD

R T

S T

A

U S E

P

A T

H

B E

G I

N

S

H A R

D

B

G I

N

C

G

T P

L I

V I

N G S T

A D

WHITE SULPHUR ROAD

W H I T E

S

U L P

H U

A D

P A

R K

W A

Y

G A T E

W A

Y

N T

R E

S R

R N E L

H W

Y

S R

R N E L

Y S

R

R N E L

Y

S R

R N E L

Y

S R

R N E L

Y

W O

F

N C

E

WOOD FENCE

WOOD FENCE

W O

N C

E

WOOD FENCE

WOOD FENCE

WOOD FENCE

S i d e w a l k

T

E

E

C L

F

L U

M E

C L

F

L U

M

E

E

E

E

C L

F

L U

M E

G A

K

Y

P

E

E

C L

F

L U

E

E

E

E

C L

F

L U

E

E

C L

F

L U

E

E

C L

F

L U

E

E

E

E

C O

N T

R

L

S

H O

T

C

O N

T R

S

H O

T i d e w a l k

OUTFALL#1

OUTFALL#3

OUTFALL#4

OUTFALL#5

SHEET FLOW

SHEET FLOW

SHEET FLOW

SHEET FLOW

SHEET FLOW

SHEET FLOW

SHEET FLOW

SHEET FLOW

TRIBUTARY

N. OCONEE RIVER

DITCH TO

RECEIVING WATERS

TRIBUTARY

N. OCONEE RIVER

DITCH TO

RECEIVING WATERS

IS-2

TRIBUTARY

N. OCONEE RIVER

DITCH TO

RECEIVING WATERS IS-1

THE TOTAL DISTURBED AREA IS 17.89 ACRES.

THE TOTAL PROJECT AREA IS 21.62 ACRES.

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

11/05/2020

REVISION DATES

9/10/2025

Jason.ONeal

GPLOT-ORD

18095.001_53.dgn

11:36:06 AM

0001-53

EROSION CONTROL DRAINAGE AREA MAP

Duluth, Georgia 30096

300 600

SCALE IN FEET

0 150

WIDENING AND INTERSECTION IMPROVEMENT

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

IS-1

ESA 25- STREAM BUFFER

1225.0

1205.0

1205.0

1175.0

1180.0

1185.0

1215.0

1215.0

1190.0

1210.0

1210.0

1200.0

1200.0

1200.0

.0

1195.0

1220.0

1185.0

1190.0

1220.0

1230.0

Rt-Sg3

Cd-F

Cd-F

MdE

MID2

M

ID

2M dE

Ds1 Ds2

Ds1 Ds2

Co

Co

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

WHITE SULPHUR ROAD

WHITE SULPHUR ROAD

REQ'D R/W

EXIST. R/W

N/F

CAROL ANN BROWN TRUSTEE

N/F

THE WILEY HEYWARD COLEY TRUST

REQ'D R/W

PL

PL

N/F

PATRICIA C PUCKETT

EXIST. R/W

EXIST. R/W

TEMP ESMT

TEMP ESMT

PERM ESMT

BEGIN PROJECT

18095.001

HALL COUNTY

STA 140+00.00

WHITE SULPHUR ROAD

M A

T

N E

S

T A

A W I

G o

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

gplotborder-ORD-PO.tbl

18095.001_54.dgn

9:14:42 AM

54-0001

INITIAL STAGE

BMP LOCATION DETAILS

Duluth, Georgia 30096

20 40

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

IS-2

ORANGE BARRIER FENCE

1130.0 1125.0

1135.0

1155.0

1150.0

1160.0

1145.0

1180.0

1185.0

.0

1165.0

.0

.0

1180.0

1175.0

1185.0

1190.0

5.0

.0

.0

0.0

5.0

.0

.0

1120.0

1140.0

1190.0

1165.0

Rt-Sg

Rt-Sg3

Rt-Sg3

Cd-F Cd-F

Cd-F

Cd-F

Cd-F

Cd-F

Cd-F

Cd-F

Cd-F

M

ID

M d E

Ds1 Ds2

Ds2

Ds1

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

S65 °45 '28

.1" E

WHITE SULPHUR ROAD

N/F

WILEY HEYWARD

COLEY TRUST

N/F

CLARA

GAINES

COLEY

N/F

W.H.

COLEY

N/F

AIRLINE BAPTIST

CHURCH

N/F

GA PORTS AUTHORITY

N/F

PATRICIA C PUCKETT

REQ'D R/W

REQ'D R/W

EXIST. R/W

EXIS

T. R

/W

P L

P L

PL

P L

TEMP ESMT

TEMP ESMT

PERM ESMT

DWESMT

PERM ESMT

TEMP ESMT

M A

T

A

A W I

M A

T

N E

S

T A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:43 AM

0002-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

ORANGE BARRIER FENCE

1110.0

1105.0

1130.0

1130.0

1125.0

1125.0

.0

1115.0

.0

1115.0

.0

1120.0

1120.0

0.0

.0

1135.0

1140.0

1140.0

1140.0

1155.0

1155.0

1150.0

1160.0

1145.0

1165.0

1140.0

1145.0

1115.0

Rt-Sg3

Cd-F Cd-F

Cd-F

Cd-F Cd-F

Cd-F

Cd-F Cd-F

Cd-F

Cd-F

M d E

M

ID

Ds2Ds1

Ds2Ds1

Ds1 Ds2

Ds2Ds1

Ds2Ds1

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

S11°13'11.9"E

WHITE SULPHUR ROAD

N/F

GAINESVILLE & HALL CO

DEVELOPMENT

N/F

BUSKER ENTERPRISES LLC

N/F

AIRLINE BAPTIST

CHURCH

EXIST. R/W

REQ'D R/W

EXIST. R/WREQ'D R/W

REQ'D R/W

P L

PARKING TO REMAIN

TEMPORARY EASEMENT IS FOR REMOVAL OF

EXISTING WALLS AND CONSTRUCTION OF

PROPOSED MSE WALL

TEMP ESMT

PERM ESMT

TEMP ESMT

PERM ESMT

TEMP ESMT

TEMP ESMT

DWESMT

M A

T

A

A W I

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:44 AM

0003-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

0.0

1100.0

1095.0

1090.0

1120.0

1095.0

1085.0

1080.0

1090.0

0.0

1075.0

1085.0

Rt-Sg3

Rt-Sg3

Cd-F

Cd-F Cd-F

Cd-F Cd-FCd-F

Cd-FCd-F Cd-FCd-F Cd-F

Cd-F

MdE

MID2

Ds2Ds1

Ds2Ds1

Ds2Ds1

Ds1 Ds2

Ds2Ds1

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

9+00

S31°55'29.8"EWHITE SULPHUR ROAD

L I

V I

N G S T

A D

N/F

AIRLINE BAPTIST

CHURCH

N/F

BUSKER ENTERPRISES LLC

N/F

AIRLINE BAPTIST

CHURCH

N/F

AIRLINE BAPTIST

CHURCH

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

EXIST. R/W

REQ'D R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

PL

PL

E X I S

T

R

W

E X I S

T

R

W

TEMP ESMT

PERM ESMT

TEMP ESMT

DWESMT

M A

T

A

A W I

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:45 AM

0004-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

ORANGE

BARRI

ER

FENCE

ORANGE

BARRIER FENCE

1080.0

1090.0

1095.0

1105.0

5.0

1115.0

1100.0

.0

1085.0

1080.0

1085.0

1090.0

1095.0

.0

Cd-F Cd-F

Cd-F

Cd-F

Cd-F

MID2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

10+00

11+00

21+00

20+00

WHITE SULPHUR ROAD

G A T E

W

N T

R E

P

A R

K W

A Y

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

AIRLINE BAPTIST

CHURCH

N/F

QUIKTRIP

CORPORATION

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

QUIKTRIP

CORPORATION

EXIST. R/W

EXIST. R/W

E X I S

T

R

W

E X I S

T

R

W

E X I S

T

R

W

PL

PL

EXIST. R/W

TEMP ESMT

DWESMT

DWESMT

TEMP ESMT

M A

T

A

A W I

M A

T

A

A W I

MATCH LINE STA. 11+50.00 DRAWING No. 54-0008

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:46 AM

0005-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

BARRI

ER

FE

NCE

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

.0

.0

1070.0

1070.

1070.0

1070.0

1075.0

.0

Rt-Sg3

Cd-F

Cd-F

Cd-F Cd-F Cd-FCd-F

Cd-F

Cd-F

MID2

Ds1 Ds2

Ds1 Ds2

Ds1 Ds2

Co

Co

Co

Co

Ds1 Ds2

Ds1 Ds2

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

S21°23'47.9"E

208+00

209+00

210+00

211+00

WHITE SULPHUR ROAD

S R

R N E L

Y

S R

R N E L

Y

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

RAVION

ENTERPRISE

E X

IS

T . R

W

EXIST. R/W

E X

IS

T . R

W

EXIST. R

/W

E X I S

T

R

W

PL

M A

T

A

A W I

M A

T

A

A W I

MATCH LINE STA. 20

8+00.0

0 DRAWING No. 5 4-001

MATCH LI

NE STA. 2

11+00.

00 DRAWING No.

54-0

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:47 AM

0006-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

1080.0

1080.0

1075.0

1075.0

1075.0

.0

1085.0 1070.0

1090.0

1095.0

1065.0

1080.0

1075.0

1070.0

1080.0

1100.0

1095.0

1075.0

Rt-Sg3

Rt-Sg3

Cd-F Cd-F

MID2

Ds1 Ds2

Ds1 Ds2

LIMIT OF DISTURBANCE

LIMIT OF DISTURBANCE

S16°30'21.0"E

WHITE SULPHUR ROAD

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N/F

REYNOLDS-HEMMER

PROPERTIES, LP

N

Y N

O L

D S

H E

M M

P

O P E

R T I E S

L P

EXIST. R/W

EXIST. R/W

PL

P L

P L

P L

P L

END PROJECT

18095.001

HALL COUNTY

STA 176+08.00

WHITE SULPHUR ROAD

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:48 AM

0007-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

.0

MdE

MID2

LIMIT OF DISTURBANCE

12+00

13+00

14+00

PL

PL

N/F

QUIKTRIP

CORPORATION

PL

PL

PL

P L

N/F

QUIKTRIP

CORPORATION

PL

TEMP ESMT

TEMP ESMT

MATCH LINE STA. 11+50.00 DRAWING No. 54-0005

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:49 AM

0008-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

1050.0

1055.0 1060.0

1065.0

1065.0

1065.0

MID2

LIMIT OF DISTURBANCE

N65°06'11.1"E

SR 365/ CORNELIA HWY

EXIST. R/W

EXIST. R/W

M A

T C

H L

I N

E S

T A

.0

D

R A

W I N

G N o

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

10:24:44 AM

0009-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

1040.0

1045.0

1050.0

1055.0

1060.0

1065.0

1070.0

.0

1070.0

0.0

Cd-F Cd-F Cd-F Cd-F

Cd-F Cd-F

Cd-F

MID2

LIMIT OF DISTURBANCE

N65°06'11.1"E

SR 365/ CORNELIA HWY

EXIST. R/W

EXIST. R/W

M A

T

A

A W I

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

11:02:15 AM

0010-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

ORANGE

BARRIER FENCE

(DO NOT CLEAR BEYOND

O.B.F.)

1060.0

0.0

1060.0

1065.0

1065.0

1065.0

1065.0

1080.0

1075.0

1070.0

1080.0

1075.0

1070.0

1060.0

5.0

.0

.0

.0

0.0

.0

1065.0

1060.0

1055.0

5.0

R dCd-F

MID2

LIMIT OF DISTURBANCE

168+00

SR 365/ CORNELIA HWY

EXIST. R/W

EXIST. R/W

P L

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:51 AM

0011-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

Rt-Sg3

Cd-F

Cd-F

TEMP ESMT

TEMP ESMT

PERM ESMT

BEGIN PROJECT

18095.001

HALL COUNTY

STA 140+00.00

WHITE SULPHUR ROAD

1225.0

1205.0

1205.0

1175.0

1180.0

1185.0

1215.0

1215.0

1190.0

1210.0

1210.0

1200.0

1200.0

1200.0

.0

1195.0

1220.0

1185.0

1190.0

1220.0

1230.0

Ds1 Ds2

MID2

MdEMID2MdE

LIMIT OF DISTURBANCE

BEGIN STAGE 1 CONSTRUCTION

BEGIN TEMPORARY PVMT

STA 140+57.79

REQ'D R/W

EXIST. R/W

N/F

CAROL ANN BROWN TRUSTEE

N/F

THE WILEY HEYWARD COLEY TRUST

REQ'D R/W

PL

PL

N/F

PATRICIA C PUCKETT

EXIST. R/W

EXIST. R/W

IS-1

ESA 25- STREAM BUFFER

WHITE SULPHUR ROAD

WHITE SULPHUR ROAD

BEGIN STAGE 1 CONSTRUCTION

BEGIN TEMPORARY PVMT

STA 140+57.79

M A

T

N E

S

T A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:52 AM

54-0012

STAGE 1 INTERMEDIATE PHASE

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

Rt-Sg

Rt-Sg3

Rt-Sg3

Cd-F

Cd-F

Cd-F

TEMP ESMT

TEMP ESMT

PERM ESMT

DWESMT

PERM ESMT

TEMP ESMT

Cd-F

Cd-F

1130.0 1125.0

1135.0

1155.0

1150.0

1160.0

1145.0

1180.0

1185.0

.0

1165.0

.0

.0

1180.0

1175.0

1185.0

1190.0

5.0

.0

.0

0.0

5.0

.0

.0

1120.0

1140.0

1190.0

1165.0

Ds1 Ds2

Ds1 Ds2

Cd-F

Cd-F Cd-F

M d E

M

ID

LIMIT OF DISTURBANCE

Ss

END TEMPORARY PVMT

STA 148+80.05

BEGIN TEMPORARY PVMT

STA 149+10.55

N/F

WILEY HEYWARD

COLEY TRUST

N/F

CLARA

GAINES

COLEY

N/F

W.H.

COLEY

N/F

AIRLINE BAPTIST

CHURCH

N/F

GA PORTS AUTHORITY

N/F

PATRICIA C PUCKETT

REQ'D R/W

REQ'D R/W

EXIST. R/W

EXIS

T. R

/W

P L

P L

PL

P L

ESA 25- STREAM BUFFER

ESA 25- STREAM BUFFER

IS-2

ORANGE BARRIER FENCE

WHITE SULPHUR ROAD

END TEMPORARY PVMT

STA 148+80.05

BEGIN TEMPORARY PVMT

STA 149+10.55

M A

T

A

A W I

M A

T

N E

S

T A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION LIMITS C F

REQUIRED R/W LINE

PROPERTY AND EXISTING R/W LINE PL

& MAINTENANCE OF SLOPES

EASEMENT FOR CONSTR

ORANGE BARRIER FENCE

BEGIN LIMIT OF ACCESS............BLA

END LIMIT OF ACCESS..............ELA

ESA - ENV. SENSITIVE AREA

REQ'D LIMIT OF ACCESS

EXISTING LIMIT OF ACCESS & R/W

REQ'D LIMIT OF ACCESS & R/W

EXISTING LIMIT OF ACCESS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

PROJECT No.

11/05/2020

REVISION DATES

9/29/2025

Jason.ONeal

GPLOT-ORD

9:14:53 AM

0013-54

Duluth, Georgia 30096

0 10

No.PE032208

PROFESSIONAL

AI

GRO

E G

N O

S

NAH KR

A

M

B

REENIGN

E

D

ERETSIG

E

Cd-F Cd-F

Cd-F

Cd-F Cd-F

Cd-F

Cd-F Cd-F

TEMP ESMT

PERM ESMT

TEMP ESMT

PERM ESMT

TEMP ESMT

TEMP ESMT

DWESMT

1110.0

1105.0

1130.0

1130.0

1125.0

1125.0

.0

1115.0

.0

1115.0

.0

1120.0

1120.0

0.0

.0

1135.0

1140.0

1140.0

1140.0

1155.0

1155.0

1150.0

1160.0

1145.0

1165.0

1140.0

1145.0

1115.0

Ds1 Ds2

Ds1 Ds2 Ds1 Ds2

Cd-F Cd-FCd-F

Cd-F

Rt-Sg3

M d E

M

ID

LIMIT OF DISTURBANCE

Ss

TEMP 02

TEMP

24"

N/F

GAINESVILLE & HALL CO

DEVELOPMENT

N/F

BUSKER ENTERPRISES LLC

N/F

AIRLINE BAPTIST

CHURCH

EXIST. R/W

REQ'D R/W

EXIST. R/WREQ'D R/W

REQ'D R/W

P L

ESA 25- STREAM BUFFER

ESA 25- STREAM BUFFER

ORANGE BARRIER FENCE

WHITE SULPHUR ROAD

M A

T

A

A W I

M A

T

A

A W I

EASEMENT FOR CONSTR OF SLOPES

EASEMENT FOR CONSTR OF DRIVES

CONSTRUCTION…