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SITE

PRINT PRIMARY PERMITTEE NAME

SIGNATURE PRIMARY PERMITTEE NAME DATE

PRINT SECONDARY PERMITTEE NAME

SIGNATURE SECONDARY PERMITTEE NAME DATE

PRINT TERTIARY PERMITTEE NAME

SIGNATURE TERTIARY PERMITTEE NAME DATE

24 HOUR CONTACT NUMBER

24 HOUR CONTACT NUMBER

24 HOUR CONTACT NUMBER

EROSION STABILIZATION PLANS

FOR

PREPARED BY

LJA ENGINEERING

350 AIRPORT ROAD GRIFFIN, GA. 30224

PH. (770) 412-7700 FAX (770) 412-7744

LOCATED AT

GA-279

FAYETTEVILLE, GA 30214

APRIL 2026

KENWOOD PARK

EROSION STABILIZATION

24 HOUR CONTACT:

ANITA GODBEE

PH: 770-716-4321

140 STONEWALL AVE. W, SUITE 101

FAYETTEVILLE, GA 30214

AGODBEE@FAYETTECOUNTYGA.GOV

TOTAL SITE AREA = 169.19 ACRES

DISTURBED AREA = 0.95 ACRES

NOTE: DISTURBED AREAS FALL UNDER LANDSCAPING

EXEMPTION FOR ES&SP REQUIREMENTS.

COVER

ANITA GODBEE 770-716-4321

GAGR7591-26020

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SHEET OF 13

FAYETTE

COUNTY B.O.C.

140 STONEWALL AVE. W,

SUITE 101

770-716-4321

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE

01000 1000 2000

4000500

Know what'sbelow.

Callbefore you dig.

Utilities Protection Center, Inc.

GEORGIA

LOCATION MAP

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

SHEET NAME

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Sheet List Table Sheet Number Sheet Title

01 COVER

02 GENERAL NOTES

03 EX. CONDITIONS (1)

04 EX. CONDITIONS (2)

05 DEMO PLAN (1)

06 DEMO PLAN (2)

07 SITE GRADING PLAN (1)

08 SITE GRADING PLAN (2)

09 ESPC NOTES & DETAILS (1)

10 ESPC NOTES & DETAILS (2)

11 ESPC (1)

12 ESPC (2)

13 CONSTRUCTION DETAILS

SLOPES AND DISTURBED AREAS ARE NOT COVERED BY BUILDING OR PAVEMENT SHALL BE

GRADED SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR TO PROVIDE TOPSOIL

IF NOT AVAILABLE ON SITE. THE AREAS SHALL BE SEEDED AND COVERED WITH MATTING AS

DESIGNATED ON PLANS, FERTILIZED AND WATERED TO PROVIDE A HEARTY, MOWABLE

STAND OF GRASS. SMALL ROCKS MUST BE REMOVED, ANY AREAS DISTURBED FOR ANY

REASON PRIOR TO FINALLY ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

DESCRIPTION OF

EROSION CONTROL MEASURES

INITIAL PHASE:

1. CONTRACTOR TO INSTALL A CONSTRUCTION EXIT PER THE DETAIL

WITHIN THIS DRAWING SET (SHEET 10).

2. INSTALL PERIMETER SILT FENCING.

3. CONTRACTOR TO INSTALL TREE PROTECTION AROUND ALL TREES

WITHIN DISTURBED AREA.

4. CONTRACTOR TO INSTALL INLET SEDIMENT TRAPS ON ALL EXISTING

STORM DRAIN INLETS.

5. DURING THE INITIAL PHASE OF CONSTRUCTION SHOULD ANY

AREAS BE LEFT DISTURBED FOR MORE THAN 14 DAYS THEY

SHOULD BE MULCHED AND TEMPORARILY GRASSED.

6. PROVIDE PERIODIC WETTING OF THE SITE DURING DRY MONTHS TO

PREVENT DUST FROM LEAVING THE SITE.

INTERMEDIATE PHASE:

7. CONTRACTOR TO INSTALL SLOPE STABILIZATION ON ALL SLOPES.

8. PERIMETER SILT FENCING AND TREE PROTECTION INSTALLED

DURING INITIAL PHASE IS TO BE MAINTAINED.

9. DURING THE INTERMEDIATE PHASE OF CONSTRUCTION SHOULD

ANY AREAS BE LEFT DISTURBED FOR MORE THAN 14 DAYS THEY

SHOULD BE MULCHED AND TEMPORARILY GRASSED.

10.PROVIDE PERIODIC WETTING OF THE SITE DURING DRY MONTHS TO

PREVENT DUST FROM LEAVING THE SITE.

FINAL PHASE:

1. CONTRACTOR TO MAINTAIN PERIMETER SILT FENCING.

2. CONTRACTOR SHALL PROVIDE PERMANENT GRASSING FOR FINAL

STABILIZATION OF ALL DISTURBED AREAS.

3. REMOVE SILT FENCE, TREE PROTECTION, AND CONSTRUCTION

ENTRANCE AFTER CONSTRUCTION IS COMPLETE AND ONCE FINAL

GRASSING IS ESTABLISHED.

4. AFTER CONSTRUCTION IS COMPLETE OWNER SHALL MAINTAIN

DETENTION POND PER THE OPERATION AND MAINTENANCE PLAN.

5. MAINTAIN PERMANENT GRASSING OVER ENTIRE SITE.

GENERAL NOTES

GAGR7591-26020

SHEET OF 13

1. BOUNDARY AND TOPOGRAPHICAL DATA TAKEN FROM INFORMATION PREPARED BY

LJA ENGINEERING, INC. 350 AIRPORT ROAD, GRIFFIN GA, GEORGIA 30224.

SURVEY DATE: MARCH 19, 2026.

2. PROPERTY LOCATED IN LAND LOT 249 OF THE 5 & 13 DISTRICT, FAYETTE, GEORGIA.

3. PROPERTY OWNER: FAYETTE COUNTY B.O.C.

CONTACT: 770-716-4321

SITE ZONED: E-1 EXEMPT

SITE USAGE: RECREATIONAL FACILITY PARK WITH ASSOCIATED PARKING

4. ADJACENT PROPERTIES ARE ZONED C-3 COMMERCIAL, C-4 COMMERCIAL, E-1 EXEMPT, E-4 EXEMPT, R-3 RESIDENTIAL, R-4 RESIDENTIAL, AND V-4 CONSERVATION

5. TOTAL AREA OF SITE = 169.19 ACRES

IMPERVIOUS SURFACE OF CURRENT SITE = N/A

PERCENTAGE OF IMPERVIOUS SURFACE = N/A

MAXIMUM IMPERVIOUS SURFACE ALLOWED = N/A

6. ALL CONSTRUCTION SHALL CONFORM TO FAYETTE COUNTY STANDARD SPECIFICATIONS AND

REGULATIONS.

7. PERSONS USING THIS DRAWING SHOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT

LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

8. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING (WHERE APPLICABLE) TO FACE OF CURB, OR AS OTHERWISE NOTED. SEE ARCH. DWGS. FOR BUILDING DIMENSIONS AND VERIFY WITH

SITE PLAN.

9. OWNER/DEVELOPER CONTACT: FAYETTE COUNTY B.O.C.

770-716-4321

140 STONEWALL AVE. W, SUITE 101

FAYETTEVILLE, GA 30214

10. ALL PROPOSED ELEVATIONS ARE FINISHED GRADE ELEVATIONS.

11. THESE DOCUMENTS ARE FOR CONSTRUCTION PURPOSES ONLY AND ARE NOT INTENDED TO BE

UTILIZE IN ANY WAY AS RECORD DOCUMENTS. AS-BUILT DRAWINGS REQUIRED BY

GOVERNMENT AGENCIES MUST BE PROVIDED FROM FIELD RUN DATA PER THE SPECIFICATIONS

OF THE GOVERNMENT AGENCY.

1. CONTRACTOR IS TO COMPLY WITH ALL LOCAL BUILDING CODES AND REGULATIONS WHICH ARE

PRESENTLY IN EFFECT.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED ABOUT THE LOCATION AND/OR ELEVATIONS OF

EXISTING UTILITIES SHOWN ON THIS DRAWING. THEY ARE BASED UPON RECORDS FROM

VARIOUS UTILITY COMPANIES, DEEDS AND PLATS OF RECORD, AND WHERE POSSIBLE, ACTUAL

FIELD MEASUREMENTS. THIS INFORMATION IS NOT TO BE TAKEN AS EXACT NOR COMPLETE.

THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 24 HOURS

PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF RESPECTIVE UTILITIES. IT

SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF

EXISTING UTILITIES WHICH MAY CONFLICT WITH PROPOSED IMPROVEMENTS. UPC#

1-800-282-7411

3. CONTRACTOR TO COORDINATE WITH POWER COMPANY PROVIDING TEMPORARY SERVICE

DURING CONSTRUCTION IF REQUIRED.

4. CONTRACTOR SHALL ASSURE THAT ALL FINAL INSPECTIONS ARE MADE.

5. SIGNS SHALL BE PERMITTED THROUGH THE CITY/COUNTY AND ARE NOT PART OF THESE

DOCUMENTS

6. A COPY OF THE APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON THE JOB SITE AT ALL

TIMES THAT CONSTRUCTION IS UNDER WAY.

7. IT IS THE DEVELOPER'S RESPONSIBILITY TO COMPLY WITH ALL STATE AND FEDERAL LAWS AND

REGULATIONS THAT APPLY TO THE PROJECT.

8. PRIOR TO ISSUANCE OF A CLEARING AND GRUBBING PERMIT, THE DEVELOPER IS REQUIRED TO

SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE FAYETTE COUNTY. THE PROJECT

DEVELOPER, DESIGN PROFESSIONAL, AND CONTRACTOR ARE REQUIRED TO ATTEND THE

PRE-CONSTRUCTION CONFERENCE.

9. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO ACQUIRE ANY

OFFSITE EASEMENTS BEFORE CONSTRUCTION BEGINS. PERMIT ISSUANCE SHALL OCCUR

AFTER ALL OFF-SITE EASEMENTS ARE OBTAINED. ANY OFF-SITE EASEMENTS FOR PUBLIC AND

UTILITIES USE SHALL BE OBTAINED IN THE NAME OF THE FAYETTE COUNTY.

10. INFORMATION REGARDING UNDERGROUND UTILITIES ON THESE PLANS IS NOT GUARANTEED AS

TO ACCURACY OR COMPLETENESS. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL

REQUEST A FIELD LOCATION THROUGH THE UTILITY PROTECTION CENTER AND ANY UTILITY

OWNERS THOUGHT TO HAVE FACILITIES IN THE AREA. THE CONTRACTOR SHALL PROMPTLY

COMPARE THESE FIELD-MARKED LOCATIONS WITH THE PROJECT PLANS AND THEN NOTIFY THE

DESIGN PROFESSIONAL AND, IF NECESSARY, FAYETTE COUNTY OF ANY ANTICIPATED

PROBLEMS OR NEED FOR CHANGES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXCAVATE

OR CAUSE THE UTILITY OWNER TO EXCAVATE FOR THE PURPOSE OF DETERMINING EXACT

ELEVATIONS OR LOCATIONS AT UTILITY CROSSINGS AND OTHER CRITICAL LOCATIONS WELL IN

ADVANCE OF THE WORK.

11. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS CONTRACTOR(S) TO COMPLY WITH THE

FAYETTE COUNTY DEVELOPMENT REGULATIONS. ALL CONSTRUCTION SHALL BE IN

ACCORDANCE WITH FAYETTE COUNTY SPECIFICATIONS.

12. IT IS THE DEVELOPER'S RESPONSIBILITY TO NOTIFY THE FAYETTE COUNTY OFFICIALS FOR ALL

REQUIRED INSPECTIONS. A 48 HOUR ADVANCE NOTIFICATION IS REQUIRED PRIOR TO

INSPECTION BY THE FAYETTE COUNTY.

13. GRADING SHALL BE DONE TO SUBGRADE ELEVATION. IT SHOULD BE NOTED THAT FINISH WITH

SURFACE GRADES ARE SHOWN ON THIS PLAN, AND THE CONTRACTOR SHALL MAKE

ALLOWANCES FOR PAVEMENT, STONE, AND SLAB THICKNESSES.

14. ALL FINISHED GRADING AND PAVING SHALL HAVE POSITIVE DRAINAGE.

15. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND

DISTURBING ACTIVITIES.

16. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES WILL BE

INSTALLED IF DEEMED NECESSARY BY ONSITE INSPECTION.

17. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE

KEPT TO A PRACTICABLE MINIMUM. TEMPORARY VEGETATION OR MULCHING SHALL BE

EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING CONSTRUCTION.

18. PERMANENT VEGETATION SHALL BE ESTABLISHED AS SOON AS PRACTICABLE.

19. CONSTRUCTION EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES OR

CULVERTS EXCEPT WHEN SUCH METHODS ARE NOT FEASIBLE. STREAM CROSSINGS ARE TO BE

KEPT TO A MINIMUM.

20. STREAM BUFFERS ARE MEASURED FROM THE POINT WHERE THE VEGETATION HAS BEEN

WRESTED BY THE NORMAL STREAM FLOW. THE BUFFER AREA SHALL REMAIN UNDISTURBED.

21. ALL CONSTRUCTION SHALL COMPLY WITH THE MANUAL FOR EROSION AND SEDIMENT CONTROL

IN GEORGIA, LATEST EDITION.

22. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES, WHETHER

TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE PROPERTY

OWNER.

1. THE FAYETTE COUNTY STANDARD SPECIFICATIONS AND DETAILS SHALL GOVERN ALL WATER

AND SANITARY SEWER MAIN CONSTRUCTION.

2. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH

ADJACENT PROPERTY OWNERS AND IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY

EXISTING UTILITIES DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER.

3. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OR

OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND

TRENCHING PROCEDURES. THE CONTRACTOR SHALL PROVIDE SUPPORT SYSTEMS, SLOPING,

BENCHING, AND OTHER MEANS OF PROTECTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE

TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA.

4. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH FINISH

GRADE, AND SHALL HAVE TRAFFIC BEARING LIDS. THE TOP ELEVATION OF MANHOLES

CONSTRUCTED IN GRASSED AREAS MUST MATCH FINISHED GRADE (UNLESS OTHERWISE

NOTED). ALL EXISTING MANHOLES AND UTILITY BOXES SHALL BE ADJUSTED AS NECESSARY TO

MATCH PROPOSED GRADING.

5. EXISTING UTILITIES LOCATIONS ARE APPROXIMATE AND SHOULD BE VERIFIED FOR LOCATION

AND NUMBER BY THE CONTRACTOR.

6. ELECTRIC, TELEPHONE AND GAS LINES, INCLUDING SERVICE LINES, ARE TO BE CONSTRUCTED

IN ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANIES SPECIFICATIONS.

7. CONTRACTOR TO COORDINATE INSTALLATION OF ALL UTILITIES BY OTHERS WITH HIS WORK.

8. PRIMARY ELECTRIC SERVICE IS PROVIDED BY THE POWER COMPANY. THIS INCLUDES THE

TRANSFORMER, TRENCHING, AND BACKFILL. TRANSFORMER PAD AND FINAL COMPACTION OF

THE TRENCH IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE

FOR COORDINATION AND FEES ASSOCIATED WITH POWER SERVICE AS WELL AS SECONDARY

SERVICE.

9. GAS LINES ARE INDICATED FOR COORDINATION ONLY. CONTRACTOR IS RESPONSIBLE FOR

COORDINATION AND FEES ASSOCIATED WITH GAS SERVICE. EXACT LOCATION WILL BE FIELD

DETERMINED DURING CONSTRUCTION.

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FAYETTE

COUNTY B.O.C.

140 STONEWALL AVE. W,

SUITE 101

770-716-4321

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

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STORM DRAINAGE NOTES

1. PIPE CONNECTIONS AT C.B.'S, J.B.'S, ETC. SHALL BE GROUTED ON THE OUTSIDE AND INSIDE OF

THE STRUCTURES.

2. TRENCH BACKFILL MATERIAL SHALL BE FREE OF ROOTS, STUMPS, OR OTHER DEBRIS AND SHALL

BE COMPACTED TO 95% STANDARD PROCTOR OR AS PER SPECIFICATIONS.

3. CATCH BASINS, DROP INLETS, AND JUNCTION BOXES SHALL HAVE PAVED INVERTS. MATCHING

LOWEST INVERT & SLOPING UP TO 1/4 PIPE DIA.

4. CONTRACTOR TO NOTIFY ENGINEER IF INVERTS ON OUTLET PIPES DO NOT MATCH EXISTING

ELEVATIONS AS INDICATED ON PLANS.

GRADING NOTES

1. SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED.

2. CONTOURS ON PAVEMENT ARE TOP OF PAVEMENT.

3. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITIES BEFORE CONSTRUCTION AND

VERIFYING LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE RELOCATION OF ALL UTILITIES, ALONG THE RIGHT-OF-WAY AND ON SITE, ASSOCIATED WITH THE CONSTRUCTION

OF THIS PROJECT, SUCH AS, BUT NOT LIMITED TO, SIGNAL POLES, SIGNAL CONTROLS,

DRAINAGE STRUCTURES, TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AS ACCEPTABLE TO THE

OWNER AND ENGINEER AND IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS.

6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS

DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT,

STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS.

7. SOIL FROM FOOTINGS IS THE SITE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR IS TO USE

THE SOIL ON SITE OR REMOVE IT FROM SITE.

8. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH

ARCHITECTURAL PLANS AND SPECIFICATIONS.

9. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS.

10. SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PAVEMENT SHALL BE GRADED

SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR TO PROVIDE TOPSOIL IF NOT

AVAILABLE ON SITE. THE AREAS SHALL BE SEEDED AND COVERED WITH MATTING AS

DESIGNATED ON PLANS, FERTILIZED AND WATERED TO PROVIDE A HEARTY, MOWABLE STAND

OF GRASS. SMALL ROCKS MUST BE REMOVED. ANY AREAS DISTURBED FOR ANY REASON

PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE OWNER.

11. FILL USED TO INCREASE THE ELEVATION OF THE FLOOR SLAB OR ANY FILL TO BE USED AS BACKFILL SHALL BE CLEAN, GRANULAR MATERIAL. PRIOR TO THE USE OF ANY GRANULAR FILL

GRADATION, ANALYSIS SHALL BE PERFORMED ON REPRESENTATIVE SAMPLES OF THE FILL

MATERIAL TO DETERMINE WHETHER THE MATERIAL IS SUITABLE AS FILL. COMPACTED FILL

SHALL BE PLACED IN LAYERS OF NOT MORE THAN EIGHT INCHES IN THICKNESS, AT MOISTURE

CONTENTS WITHIN THREE PERCENT OPTIMUM, AND COMPACTED TO MINIMUM DENSITY OF 95

PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR

METHOD, ASTM D-1557.

12. EARTHWORK SHALL BE ON AN UNCLASSIFIED BASIS.

13. MAXIMUM SLOPES ON CUT OR FILL SECTIONS SHALL NOT EXCEED 2:1.

14. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT UNDISTURBED

STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST

ACQUIRING THE NECESSARY PERMITS.

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE EXISTING CONDITIONS

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020 20 40

EXISTING CONDITIONS

(1)

GAGR7591-26020

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FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

770-716-4321

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EXISTING 36' WIDE BLACK

RUBBER TOPPED TRACK

TOPOGRAPHIC SURVEY PROVIDED BY LJA ENGINEERING, INC. ON

MARCH 19, 2026.

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

SHEET NAME

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TREE

TREE

TREE

TREE

TREE

TREE

TRACK AND VOLLEY BALL AREA

VOLLEY BALL COURT

PRACTICE FIELD

LEGEND

EXISTING CONCRETE

STEPS WITH RAILING

EXISTING 5' WIDE

CONCRETE SIDEWALK

EXISTING 'NO RUNNING HILLS' SIGN

EXISTING C.O.

EXISTING STADIUM LIGHTING

BENCHMARK

CORNER OF RACING STRIPING

N: 2213745.2849 E: 1279969.0191

ELEV.: 855.96

EXISTING CONCRETE

LANDINGS

EXISTING CONCRETE

SIDEWALK

EXISTING 10' WIDE

CONCRETE SIDEWALK

RESTROOM PAVILION

EXISTING TREELINE

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EXISTING CONDITIONS

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020 20 40

EXISTING CONDITIONS

(2)

GAGR7591-26020

SHEET OF 14

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FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

770-716-4321

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TOPOGRAPHIC SURVEY PROVIDED BY LJA ENGINEERING, INC. ON

MARCH 19, 2026.

BY

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

SHEET NAME

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EXISTING CONCRETE

SIDEWALK (VARIOUS WIDTHS)

EXISTING COURT LIGHTING

TREE

TREE

TREE

TREE

TREE

TREE

BENCHMARK

EXPANSION JOINT OF SIDEWALK

N: 2214169.6210 E: 1279513.7939

ELEV.: 853.51

EXISTING CONCRETE

SIDEWALK

TRACK AND BASKETBALL AREA

BASKETBALL COURT

PRACTICE FIELD

EXISTING 5' WIDE

CONCRETE SIDEWALK

BASKETBALL COURT

PLAYGROUND AREA

EXISTING COURT LIGHTING

TREE

TREE

TREE

EXISTING 5' CHAIN LINK FENCE

EXISTING 8' BLACK

CHAIN LINK FENCE

EXISTING CONCRETE FOOTING

EXISTING CONCRETE FOOTING

EXISTING 3' WIDE BLACK SINGLE

SWING CHAIN LINK GATE

EXISTING 8' BLACK

CHAIN LINK FENCE

EXISTING 3' WIDE BLACK SINGLE

SWING CHAIN LINK GATE

EXISTING

MODULAR WALL

TREE

TREE

EXISTING 36" ROUND INLET

TOP: 855.59

INVERT: 851.78

EXISTING 36" ROUND INLET

TOP: 861.62

INVERT: 857.89

EXISTING 36"

RECTANGULAR INLET

TOP: 854.95

INVERT: UNDETERMINED

RESTROOM

PAVILION

DRIVE TO

PARKING AREA

EXISTING 36' WIDE BLACK

RUBBER TOPPED TRACK

EXISTING CONCRETE

SIDEWALK (VARIOUS WIDTHS)

EXISTING CONCRETE

SIDEWALK (VARIOUS WIDTHS)

EXISTING

RAILROAD TIES

EXISTING PAVILION

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING BUILDING

EXISTING TREELINE

EX

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EXISTING CONCRETE

SIDEWALK (VARIOUS WIDTHS)

DEMOLITION PLAN

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020 20 40

DEMOLITION PLAN

(1)

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1. ALL EXISTING DEBRIS AND DEBRIS CREATED BY CONSTRUCTION

ACTIVITIES TO BE REMOVE FROM THE SITE AND DISPOSED OF LEGALLY.

2. INSTALL ALL INITIAL BMP'S BEFORE ANY WORK IS PERFORMED ON SITE.

3. ALL EXISTING UTILITIES, LIGHTING, CONCRETE WORK AND TRACK

MATERIAL IS TO BE PROTECTED AND NOT TO BE DISTURBED OR

DAMAGED DURING PREPARATION AND REPAIRS TO THE SLOPES.

EROSION

ABNORMALITY

BY

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SHEET NUMBER

PROJECT NUMBER

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LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

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EROSION

ABNORMALITY

EROSION

ABNORMALITY

EROSION

ABNORMALITY

EROSION ABNORMALITY

AND SUMP

EROSION ABNORMALITY

AND SUMP

(3) DO NOT DISTURB TREE

ENCOMPASS WITH TREE PROTECTION

DO NOT DISTURB TREE

ENCOMPASS WITH TREE PROTECTION

(2) DO NOT DISTURB TREE

ENCOMPASS WITH TREE PROTECTION

TRACK AND VOLLEY BALL AREA

EXISTING TRACK

VOLLEYBALL COURT

PRACTICE FIELD

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EROSION ABNORMALITY

RESTROOM PAVILION

EXISTING TREELINE

DEMOLITION PLAN

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

020 20 40

DEMOLITION PLAN

(2)

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FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

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1. ALL EXISTING DEBRIS AND DEBRIS CREATED BY CONSTRUCTION

ACTIVITIES TO BE REMOVE FROM THE SITE AND DISPOSED OF LEGALLY.

2. INSTALL ALL INITIAL BMP'S BEFORE ANY WORK IS PERFORMED ON SITE.

3. ALL EXISTING UTILITIES, LIGHTING, CONCRETE WORK AND TRACK

MATERIAL IS TO BE PROTECTED AND NOT TO BE DISTURBED OR

DAMAGED DURING PREPARATION AND REPAIRS TO THE SLOPES.

EROSION

ABNORMALITY

BY

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LICENSE NUMBER: PEF007932

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(770) 412-7700

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EROSION ABNORMALITY

AND SUMP

(3) DO NOT DISTURB TREES

ENCOMPASS WITH TREE PROTECTION

TRACK AND BASKETBALL AREA

EXISTING TRACK

(2) DO NOT DISTURB TREES

ENCOMPASS WITH TREE PROTECTION

EROSION

ABNORMALITY

EROSION

ABNORMALITY

EROSION

ABNORMALITY

EROSION

ABNORMALITY

(3) DO NOT DISTURB TREES

ENCOMPASS WITH TREE PROTECTION

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EROSION ABNORMALITY

BASKETBALL COURT

BASKETBALL COURT

PLAYGROUND AREA

RESTROOM

PAVILION

DRIVE TO

PARKING AREA

EXISTING TREELINE

EX

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE

SITE & GRADING PLAN

SITE & GRADING

PLAN

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NOT FOR

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PRINTED:

May 5, 2026

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LICENSE NUMBER: PEF007932

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(770) 412-7700

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EXISTING CONCRETE STEPS

WITH RAILING

NOT TO BE DISTURBED

EXISTING SIDEWALK

NOT TO BE DISTURBED

EXISTING 'NO RUNNING HILLS' SIGN

NOT TO BE DISTURBED

EXISTING TRACK

NOT TO BE DISTURBED

EXISTING C.O.

NOT TO BE DISTURBED

BENCHMARK

CORNER OF RACING STRIPING

N: 2213745.2849 E: 1279969.0191

ELEV.: 855.96

VOLLEY BALL COURT

PRACTICE FIELD

(3) EXISTING TREES TO REMAIN

AND TO BE PROTECTED

(2) EXISTING TREES TO REMAIN

AND TO BE PROTECTED

BACKFILL SUMP AND

PROMOTE DRAINAGE

BACKFILL SUMP AND

PROMOTE DRAINAGE

EROSION STABILIZATION MATTING

PROPOSED CONTOURS MAJOR

PROPOSED CONTOURS MINOR

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EROSION STABILIZATION MATTING

(SEE SHEET 13 FOR MATTING SPECS)

RESTROOM PAVILION

EXISTING TREELINE

EROSION STABILIZATION MATTING

EROSION STABILIZATION MATTING

±450 S.F.

15' X 30'

±675 S.F.

15' X 45'

±675 S.F.

15' X 45'

±675 S.F.

15' X 45'

±675 S.F.

15' X 45'

±675 S.F.

15' X 45' ±615 S.F.

15' X 41' ±240 S.F.

15' X 16'

±375 S.F.

15' X 25' ±420 S.F.

15' X 28' ±480 S.F.

15' X 28'

±525 S.F.

15' X 35'

±645 S.F.

15' X 43'

±645 S.F.

15' X 43'

±296 S.F.15' X 42'

EXISTING TREE TO REMAIN

AND TO BE PROTECTED

±630 S.F.15' X 42' ±525 S.F.15' X 35'

±525 S.F.15' X 35' ±525 S.F.15' X 35' ±390 S.F.15' X 26' ±315 S.F.15' X 21' ±315 S.F.15' X 21'

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

SITE & GRADING PLAN

SITE & GRADING

PLAN (2)

GAGR7591-26020

NOT FOR

CONSTRUCTION

PRINTED:

May 5, 2026

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FAYETTE COUNTY

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140 STONEWALL AVE. W, SUITE

770-716-4321

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TRACK AND BASKETBALL AREA

BY

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

SHEET NAME

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EXISTING COURT LIGHTING

NOT TO BE DISTURBED

BASKETBALL COURT

PRACTICE FIELD

EXISTING CONCRETE SIDEWALK

NOT TO BE DISTURBED

BASKETBALL COURT

EXISTING 5' CHAIN LINK FENCE

NOT TO BE DISTURBED

EXISTING 36" ROUND INLET

TOP: 855.59

INVERT: 851.78

EXISTING 36"

RECTANGULAR INLET

TOP: 854.95

INVERT: UNDETERMINED

RESTROOM

PAVILION

DRIVE TO

PARKING AREA

EXISTING

RAILROAD TIES

EXISTING PAVILION

NOT TO BE DISTURBED

(3) EXISTING TREES TO

REMAIN AND BE PROTECTED (2) EXISTING TREES TO

REMAIN AND BE PROTECTED

(2) EXISTING TREES TO

REMAIN AND BE PROTECTED

BENCHMARK

EXPANSION JOINT OF SIDEWALK

N: 2214169.6210 E: 1279513.7939

ELEV.: 853.51

START 6" CONCRETE ROLLED

CURB

EXISTING 36" ROUND INLET

TOP: 861.62

INVERT: 857.89

END 6" CONCRETE ROLLED CURB

(3) EXISTING TREES TO

REMAIN AND BE PROTECTED

PLAYGROUND AREA

EROSION STABILIZATION MATTING

PROPOSED CONTOURS MAJOR

PROPOSED CONTOURS MINOR

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EROSION STABILIZATION MATTING

(SEE SHEET 13 FOR MATTING SPECS)

EXISTING TREELINE

EX

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EROSION STABILIZATION

MATTING

EROSION STABILIZATION

MATTING

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±525 S.F.

15' X 35'

±375 S.F.

15' X 25'

±375 S.F.

15' X 25'

±330 S.F.

15' X 22'

±330 S.F.

15' X 22' ±360 S.F.15' X 24'

ES&PC DETAILS (1)

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TOTAL AREA OF SITE: 169.19 ACRES

TOTAL DISTURBED AREA: 0.95 ACRES

THE RECEIVING WATERS FOR THIS SITE IS CAMP CREEK. AS PER FLOOD INSURANCE RATE MAP NUMBERS 13113C 0039 E DATED SEPTEMBER 26, 2008 AND 13113C 0043 E DATED SEPTEMBER 26, 2008. THIS SITE DOES

NOT LIE WITHIN A FLOOD HAZARD AREA.

STORM WATER FROM THIS SITE DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED

STREAM SEGMENT.

NO STATES WATERS OR WETLANDS ARE LOCATED WITHIN 200' OF THIS SITE.

LOCATED IN LANDLOT 249 OF THE 5 & 13 DISTRICT, FAYETTE COUNTY, GEORGIA

NOT FOR

CONSTRUCTION

PRINTED:

May 5, 2026

FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

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Ds1

SPECIES

MILLET, PEARL

ACRE

(PENNESETUM GLAUCUM)

PER

1000 SQ. FT.

PER

RATES 2/ - PLS 3/

BROADCAST

AREA

RESOURCE

N

OPTIMUM

PERMISSIBLE BUT MARGINAL

OSAJJMAMFJ D

M-L P C

REMARKS

AREA PLANTING DATES

PLANTING RATES BY RESOURCE

ALONE 50 LBS 1.1 LB

RYEGRESS, ANNUAL

(LOLIUM TEMULENTUM)

M-L P

CALONE 40 LBS 0.9 LB

SUDANGRASS

(SORGHUM SUDANESE)

M-L P

CALONE 60 LBS 1.4 LB

MILLET, BROWNTOP

(PANICUM FASCICULATUM)

M-L P

CIN MIXTURES 10 LBS 0.2 LB

ALONE 40 LBS 0.9 LB

* REVISED 7/01 PER 5TH EDITION OF MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA.

SPECIFICATIONS

A. GRADING AND SHAPING

1. EXCESSIVE WATER RUNOFF MUST BE CONTROLLED BY PLANNED AND INSTALLED EROSION CONTROL PRACTICES SUCH AS CLOSED DRAINS, DITCHES, DIKES, DIVERSIONS, SEDIMENT BASINS AND OTHERS.

B. SEEDBED PREPARATION

1. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED.

2. WHEN USING CONVENTIONAL OR HAND-SEEDING, SEEDBED PREPARATION IS NOT REQUIRED IF THE SOIL MATERIAL IS LOOSE AND NOT

SEALED BY RAINFALL.

3. WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH UNDISTURBED CUT SLOPES, THE SOIL SHALL BE PITTED, TRENCHED, OR OTHERWISE SCARIFIED TO PROVIDE A PLACE FOR SEED TO LODGE AND GERMINATE.

C. LIME AND FERTILIZER

1. AGRICULTURAL LIME IS REQUIRED UNLESS SOIL TESTS INDICATE OTHERWISE. ALL GRADED AREAS REQUIRE LIME APPLICATION.

2. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED IF VERIFIED BY SOIL ANALYSIS .

3. ON SOILS OF VERY LOW FERTILITY, USE 500 TO 700 POUNDS 10-10-10 FERTILIZER OR THE EQUIVALENT PER ACRE (12-16 LBS/1000 SQ. FT.).

IF THE SITE WILL PERMIT, APPLY BEFORE LAND PREPARATION AND DISK, RIP, OR CHISEL TO INCORPORATE.

D. SEEDING

1. SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA AND SEASON OF THE YEAR.

2. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER-SEEDER, OR HYDRAULIC SEEDER (SLURRY INCLUDING SEED

AND FERTILIZER). DRILL OR CULTIPACKER-SEEDERS SHOULD NORMALLY PLACE SEED ONE-HALF TO ONE INCH DEEP.

E. MULCHING

1. TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF MULCH. MULCH WITHOUT SEEDING SHOULD BE

CONSIDERED FOR SHORT TERM PROTECTION. SEE Ds1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY).

F. IRRIGATION

1. IF WATER IS APPLIED, IT MUST BE AT A RATE NOT CAUSING RUNOFF AND EROSION. THOROUGHLY WET THE SOIL TO A DEPTH THAT WILL

INSURE GERMINATION OF THE SEED. SUBSEQUENT APPLICATIONS SHOULD BE MADE WHEN NEEDED.

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY SEEDING)

88,000 SEED PER POUND.

QUICK DENSE COVER.

MAY REACH 5 FEET IN HEIGHT. NOT

RECOMMENDED FOR MIXTURES.

227,000 SEED PER POUND. DENSE

COVER.

VERY COMPETITIVE AND IS NOT TO

BE USED IN MIXTURES.

55,000 SEED PER POUND.

GOOD ON DROUGHTY SITES.

NOT RECOMMENDED FOR MIXTURES.

137,000 SEED PER POUND. QUICK

DENSE COVER. WILL PROVIDE TOO

MUCH COMPETITION IN MIXTURES IF

SEEDED AT HIGH RATES.

SPECIES

BERMUDA, COMMON

ACRE

(CYNODON DACTYLON)

PER

1000 SQ. FT.

PER

RATES 2/ - PLS 3/

BROADCAST

AREA

RESOURCE

N

OPTIMUM

PERMISSIBLE BUT MARGINAL

OSAJJMAMFJ D

REMARKS

AREA PLANTING DATES

PLANTING RATES BY RESOURCE

ALONE

HULLED SEED

WITH OTHER PERENNIALS

BERMUDA, COMMON

(CYNODON DACTYLON)

PLANT WITH WINTER ANNUALS.WITH TEMPORARY COVER

UNHULLED SEED

WITH OTHER PERENNIALS PLANT WITH TALL FESCUE.

CENTIPEDE

(EREMOCHLOA

OPHIUROIDES)

FESCUE, TALL

(FESTUCA ARUNDINACEA)

ALONE

WITH OTHER PERENNIALS

LESPEDEZA, SERICEA

(LESPEDEZA CUNEATA)

SCARIFIED

UNSCARIFIED

SEED-BEARING HAY

LOVEGRASS, WEEPING

(ERAGROSTIS CURVULA)

ALONE

WITH OTHER PERENNIALS

* REVISED 7/01 PER 5TH EDITION OF MANUAL FOR EROSION & SEDIMENT CONTROL IN GEORGIA.

Ds3 DISTURBED AREA STABILIZATION

(WITH PERMANENT SEEDING)

SPECIFICATIONS

A. GRADING AND SHAPING

1. GRADING AND SHAPING IS NOT NORMALLY REQUIRED WHERE HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED. VERTICAL

BANKS SHALL BE SLOPED TO ENABLE PLANT ESTABLISHMENTS.

B. SEEDBED PREPARATION

1. SEEDBED PREPARATION MAY NOT BE REQUIRED WHERE HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED.

2. WHEN CONVENTIONAL SEEDING IS TO BE USED, SEEDBED PREPARATION WILL BE DONE AS FOLLOWS:

A. BROADCAST PLANTING

1. TILLAGE AT A MINIMUM, SHALL ADEQUATELY LOOSEN THE SOIL TO A DEPTH OF 4 TO 6 INCHES; ALLEVIATE COMPACTION;

INCORPORATE LIME AND FERTILIZER; SMOOTH AND FIRM THE SOIL; ALLOW FOR THE PROPER PLACEMENT OF SEED SPRIGS, OR PLANTS; AND ALLOW FOR THE ANCHORING OF STRAW OR HAY MULCH IF A DISK IS TO BE USED.

C. LIME AND FERTILIZER -- RATES AND ANALYSIS

1. WHERE PERMANENT VEGETATION IS TO BE ESTABLISHED, AGRICULTURAL LIME SHALL BE APPLIED AS INDICATED BY SOIL TEST OR AT THE

RATE OF 1 TO 2 TONS PER ACRE. AGRICULTURAL LIME SHALL BE WITHIN THE SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF

AGRICULTURE.

2. LIME SPREAD BY CONVENTIONAL EQUIPMENT WILL BE "GROUND LIMESTONE". GROUND LIMESTONE IS CALCITIC OR DOLOMITIC LIMESTONE GROUND SO THT 90 PERCENT OF THE MATERIAL WILL PASS THROUGH A 10-MESH SIEVE AND NOT LESS THAN 25 PERCENT WILL PASS

THROUGH A 100-MESH SIEVE.

3. AGRICULTURAL LIME SPREAD BY HYDRAULIC SEEDING EQUIPMENT WILL BE "FINELY GROUND LIMESTONE". FINELY GROUND LIMESTONE IS CALCITIC OR DOLOMITIC LIMESTONE GROUND SO THAT 98 PERCENT OF THE MATERIAL WILL PASS THROUGH A 20-MESH SIEVE AND NOT

LESS THAN 70 PERCENT WILL PASS THROUGH A 100-MESH SIEVE.

D. LIME FERTILIZER -- APPLICATION

1. WHEN HYDRAULIC SEEDING EQUIPMENT IS USED:

A. THE INITIAL FERTILIZER WILL BE MIXED WITH SEED, INOCULANT (IF NEEDED) AND WOOD CELLULOSE OR WOOD PULP FIBER MULCH AND APPLIED IN A SLURRY. THE SLURRY WILL BE AGITATED DURING APPLICATION TO KEEP THE INGREDIENTS THOROUGHLY MIXED. THE MIXTURE WILL BE SPREAD UNIFORMLY OVER THE AREA WITHIN ONE HOUR AFTER BEING PLACED IN THE HYDROSEEDER.

B. FINELY GROUND LIMESTONE WILL BE MIXED WITH WATER AND APPLIED IMMEDIATELY AFTER MULCHING IS COMPLETED OR IN

COMBINATION WITH THE TOP DRESSING.

2. WHEN CONVENTIONAL PLANTING IS TO BE DONE, LIME AND FERTILIZER WILL BE APPLIED UNIFORMLY IN ONE OF THE FOLLOWING WAYS:

A. APPLY BEFORE LAND PREPARATION SO THAT IT WILL BE MIXED WITH THE SOIL DURING SEEDBED PREPARATION; OR, B. MIX WITH THE SOIL USED TO FILL THE HOLES, DISTRIBUTE IN FURROWS; OR

C. BROADCAST AFTER STEEP SURFACES AND SCARIFIED, PITTED OR TRENCHED.

D. A FERTILIZER PELLET WILL BE PLACED AT ROOT DEPTH.

1,500,000 SEED PER POUND. QUICK

COVER. DROUGHT TOLERANT. GROWS

WELL WITH SERICEA LESPEDEZA ON

ROADBANKS.

CUT WHEN SEED IS MATURE. BUT

BEFORE IT SHATTERS. TALL FESCUE

OR WINTER ANNUALS.

MIX WITH TALL FESCUE OR WINTER

ANNUALS.

350,000 SEED PER POUND. WIDELY

ADAPTED. LOW MAINTENANCE. MIX

WITH WEEPING LOVEGRASS, COMMON

BERMUDA, BAHIA, OR TALL FESCUE.

TAKES 2 TO 3 YEARS TO BECOME FULLY

ESTABLISHED. EXCELLENT ON ROAD

BANKS. INOCULATE SEED WITH EL

INOCULANT.

227,000 SEED PER POUND. USE ALONE

ONLY ON BETTER SITES. NOT FOR

DROUGHTY SOILS. MIX WITH PERENNIAL

LESPEDEZAS OR CROWNVETCH. APPLY

TOPDRESSING IN SPRING FOLLOWING

FALL PLANTINGS. NOT FOR HEAVY USE

AREAS OR ATHLETIC FIELDS.

DROUGHT TOLERANT. FULL SUN OR

PARTIAL SHADE. EFFECTIVE ADJACENT

TO CONCRETE AND IN CONCENTRATED

FLOW AREAS. IRRIGATION AS NEEDED

UNTIL FULLY ESTABLISHED. DO NOT

PLANT NEAR PASTURES. WINTERHARDY

AS FAR NORTH AS ATHENS AND

ATLANTA.

1,787,000 SEED PER POUND. QUICK

COVER.

LOW GROWING AND SOD FORMING.

FULL SUN.

GOOD FOR ATHLETIC FIELDS.

MULCHING

ONE OR TWO TONS PER ACRE OR AS INDICATED BY SOIL TESTING.

AGRICULTURAL LIME RATES

60-90

60-90

60-90

60-90

60-90

60-90

36-48

SECOND

SERICEA LESPEDEZA SEED HAY

CLEAN COMBINE RUN

TALL FESCUEGRASS

UNHULLED COMMON BERMUDAGRASS

HULLED COMMON BERMUDAGRASS

AND

AND

FIRST

SECOND

FIRST

SECOND

FIRST

SECOND

SERICEA LESPEDEZA SEEDBEARING HAY

OVERSEEDED WEEPING LOVEGRASS

HULLED COMMON BERMUDAGRASS

WEEPING LOVEGRASS AND

AND

WITH

SPECIES

FIRST

SECOND

SECOND

FIRST

YEARS TO

APPLY

FERTILIZE

FIRST

70-1000 70-100

70-100

120-180

70-100

120-180

120-180

120-180

72-96

120-180

70-100

120-180

70-1000

72-96

IN SPRING

0-50

FERTILIZER RATES - POUNDS PER ACRE

120-180

70-100

70-100

120-180

120-180

120-180

70-100

70-100

120-180

120-180

N

N TOP-

DRESSING

10 LB OF 6-12-12 PER 100' OF ROW

3 LB OF 0-14-14 PER 100' OF ROW

SHRUB LESPEDEZA PLANTS FIRST

SECOND

60-90

36-48

60-90

36-48

36-48

60-90

60-90

60-90

36-48

WILMINGTON BAHIAGRASS

PENSACOLA BAHIAGRASS

TALL FESCUE GRASS

MIDLAND OR COMMON BERMUDAGRASS

COASTAL OR COMMON BERMUDAGRASS

SPRIGS OR SOD PLUGS

SPRIGS OR SOD PLUGS

(USE ON BETTER SITES) SECOND

FIRST

SECOND

FIRST

SECOND

SECOND

FIRST

FIRST

FIRST

SECOND

120-180

120-180

120-180

120-180

120-180

72-96

120-180

120-180

120-180

72-96

72-96

IN SPRING

72-96

72-96

72-96

120-180120-180

72-96 72-96

50-100

50-100

50-10014

50-10014

50-10014

50-10014

50-10014

50-10014

50-10014

DRY STRAW MULCH AT A RATE OF TWO TONS PER ACRE FOR PERMANENT

VEGETATION WITHIN 24 HOURS AFTER SEEDING.

K2OP205

VIRGATA OR SERICEA LESPEDEZA19 SCARIFIED

VIRGATA OR SERICEA LESPEDEZA19

UNHULLED COMMON BERMUDAGRASS18

VIRGATA OR SERICEA LESPEDEZA19

Du Du

Ds3 Ds3

Ds2 Ds2

Ds1 Ds1

Co Co

Sd1

Sd2

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

CODE PRACTICE DETAIL DESCRIPTION MAP

SYMBOL

VEGETATIVE PRACTICES

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SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

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ACTIVITY SCHEDULE

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL

MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING ACTIVITIES.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE PROPERTY OWNER.

MONTH

INITIAL PERIMETER

AND SEDIMENT

STORAGE BMP's

MONTH 2MONTH 1 MONTH 3 MONTH 5MONTH 4 MONTH 6

CLEARING AND

GRUBBING

EROSION CONTROL

DEVICES

GRADING

TEMPORARY

VEGETATION

INFRASTRUCTURE

CONSTRUCTION

(INCL. UTILITIES)

FINE GRADING &

LANDSCAPING

PERMANENT

VEGETATION

REMOVE TEMP.

EROSION CONTROL

MAINTENANCE

OF BMP's

METHODS AND MATERIALS

A. TEMPORARY METHODS:

MULCHES:

SEE STANDARD Ds1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY). SYNTHETIC RESINS MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL. REFER TO SPECIFICATION Tac - TACKIFIERS. RESINS SHOULD BE USED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

VEGETATIVE COVER:

SEE SPECIFICATION Ds2 - DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING).

SPRAY-ON ADHESIVES:

THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. REFER TO SPECIFICATION Tac - TACKIFIERS.

TILLAGE:

THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT IS AN

EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE WIND EROSION STARTS. BEGIN

PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12-INCHES APART, SPRING-TOOTHED HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY

PRODUCE THE DESIRED EFFECT.

IRRIGATION:

THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS SPRINKLED WITH WATER UNTIL

THE SURFACE IS WET. REPEAT AS NEEDED.

BARRIERS:

SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND

SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. BARRIERS

PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 15-TIMES THEIR

HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION.

CALCIUM CHLORIDE:

APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT.

B. PERMANENT METHODS:

PERMANENT VEGETATION:

SEE SPECIFICATION Ds3 - DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION).

EXISTING TREES AND LARGE SHRUBS MAY AFFORD VALUABLE PROTECTION IF LEFT IN PLACE.

TOPSOILING:

THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL. SEE SPECIFICATION Tp - TOPSOILING.

STONE:

COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SEE SPECIFICATION Cr -

CONSTRUCTION ROAD STABILIZATION.

Du DUST CONTROL

ON DISTURBED AREAS

ES&PC DETAILS (2)

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NOT FOR

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PRINTED:

May 5, 2026

FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

770-716-4321

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CONCRETE WASHOUT DETAIL

N.T.S.

COVER WASH OUT AREA WITH PLASTIC

MATTING OVER ENTIRE WASHOUT. PLASTIC

TO BE MINIMUM OF 10 MIL THICKNESS

#3 BARS REINFORCING

THE BALES

12' X 12' CONCRETE

WASHOUT CONTAINMENT

AREA

HAYBALES

PROVIDE GRAVEL CONSTRUCTION EXIT

TO MAINTAIN APPROACH

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE

DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED

SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL

DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP

DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

FLOW

FLOW

ENTRANCE ELEVATION

CULVERT UNDER

ENTRANCE (IF NEEDED)

DIVERSION RIDGE

(SEE NOTE 6)

N.S.A. R-2 (1.5" - 3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

TIRE WASHRACK AREA/

TIRE WASHERS

SUPPLY WATER

TO WASH WHEELS

IF NECESSARY

ORIGINAL GRADE

6OZ / SY. GEOTEXTILE

NON-WOVEN UNDERLINER

N.S.A. R-2 (1.5" - 3.5")

COARSE AGGREGATE

HARD SURFACE PUBLIC ROAD

SEDIMENT TRAP

(SEE NOTE 8)

CONSTRUCTION EXIT DETAIL

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

NON-SENSITIVE SEDIMENT BARRIER DETAIL

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LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

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EXCAVATED INLET PROTECTION

CURB INLET PROTECTION

TYPE "C" SILT FENCE

WITH WIRE FENCE BACKING

48" STEEL FENCE POSTS

FINISHED GRADE

EXCAVATE AND RE-

COMPACT EARTH

CATCH BASIN TOP

GUTTER

8" CMU WRAPPED

IN FILTER FABRIC

CATCH BASIN TOP

CURBING

GUTTER

DROP INLET TOPSURFACE AT GRADE

DROP INLET PROTECTION

FILTER SOCK WITH

CONCRETE BLOCKING

INLET SEDIMENT TRAP

INLET SEDIMENT TRAP

8" CMU WRAPPED

IN FILTER FABRIC

TYPICAL INSTALLATION GUIDELINES FOR ROLLED

EROSION CONTROL PRODUCTS (RECP)

BLANKET AND MATTING CROSS-SECTIONS

UPSTREAM TERMINAL TRANSVERSE CHECK SLOT DOWNSTREAM TERMINAL

SEQUENTIAL ROLL RUN OUT IN CHANNELS PICTORAL VIEW OF TRANSVERSE SLOT

STEP 1: CUT TERMINAL SLOT.

STEP 2: SNUG MAT INTO SLOT.

STEP 3:

A. STAKE MAT INTO SLOT.

B. USE 1" X 3" PRESSURE TREATED BOARD

TO SPACE MAT AGAINST VERTICAL CUT.

C. BACKFILL AND COMPACT.

STEP 4:

A. REVERSE MAT ROLL DIRECTION TO

OVERLAY CHECK LOT.

B. STAKE MAT TO ANCHOR TERMINAL.

STEP 1: CUT

CHECK SLOT.

STEP 2: WORK UPSTREAM ACROSS CHECK

SLOT AND LAP BACK 15".

STEP 3: TUCK MAT LAP INTO SLOT AND

STAKE.

STEP 4:

A. BACKFILL AND PROGRESS UPSTREAM

B. PULL OUT TEMPORARY STAKES WHEN NO

LONGER NEEDED FOR TENSIONING.

STEP 1: CUT TERMINAL

SLOT.

STEP 2: STAKE MAT

INTO SLOT.

STEP 3:

BACKFILL TERMINAL

SLOT.

STEP 4:

A. ROLL MAT UP-

STREAM OVER REFILLED TERMINAL.

B. STAKE MAT DOWN TO ANCHOR

TERMINAL.

C. PROGRESS UPSTREAM WITH ROLL.

TEMPORARILY STAKE MAT UNDER

MODERATE TENSION.

NOTES:

1. MATTING TO BE GREEN EXCELSIOR NET MATTING OR APPROVED EQUIVALENT

STRAW/COCONUT MATTING.

2. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM.

3. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID-CHANNEL AND PINNED

WITH TEMPORARY STAKES TO MAINTAIN ALIGNMENT.

4. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND THE FIRST

ROLL. USE THE CENTER ROLL FOR ALIGNMENT TO THE CHANNEL CENTER.

5. WORK OUTWARDS FROM THE CHANNEL CENTER TO THE EDGE.

6. USE 3" OVERLAPS AND STAKE AT 5' INTERVALS ALONG THE SEAMS.

7. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT THE LINING AT

THE ROLL ENDS.

SLOPE STABILIZATION DETAIL

N.T.S.

CHAIN LINK FENCE DETAIL

Tr TREE PROTECTION

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EROSION, SEDIMENT & POLLUTION CONTROL PLAN

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

ES&PC PLAN (1)

GAGR7591-26020

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DESCRIPTION OF

EROSION CONTROL MEASURES

INITIAL PHASE:

1. CONTRACTOR TO INSTALL A CONSTRUCTION EXIT PER THE DETAIL

WITHIN THIS DRAWING SET (SHEET 10).

2. INSTALL PERIMETER SILT FENCING.

3. CONTRACTOR TO INSTALL TREE PROTECTION AROUND ALL TREES

WITHIN DISTURBED AREA.

4. DURING THE INITIAL PHASE OF CONSTRUCTION SHOULD ANY

AREAS BE LEFT DISTURBED FOR MORE THAN 14 DAYS THEY

SHOULD BE MULCHED AND TEMPORARILY GRASSED.

5. PROVIDE PERIODIC WETTING OF THE SITE DURING DRY MONTHS TO

PREVENT DUST FROM LEAVING THE SITE.

INTERMEDIATE PHASE:

6. CONTRACTOR TO INSTALL SLOPE STABILIZATION ON ALL SLOPES.

7. PERIMETER SILT FENCING AND TREE PROTECTION INSTALLED

DURING INITIAL PHASE IS TO BE MAINTAINED.

8. DURING THE INTERMEDIATE PHASE OF CONSTRUCTION SHOULD

ANY AREAS BE LEFT DISTURBED FOR MORE THAN 14 DAYS THEY

SHOULD BE MULCHED AND TEMPORARILY GRASSED.

9. PROVIDE PERIODIC WETTING OF THE SITE DURING DRY MONTHS TO

PREVENT DUST FROM LEAVING THE SITE.

FINAL PHASE:

1. CONTRACTOR TO MAINTAIN PERIMETER SILT FENCING.

2. CONTRACTOR SHALL PROVIDE PERMANENT GRASSING FOR FINAL

STABILIZATION OF ALL DISTURBED AREAS.

3. REMOVE SILT FENCE, TREE PROTECTION, AND CONSTRUCTION

ENTRANCE AFTER CONSTRUCTION IS COMPLETE AND ONCE FINAL

GRASSING IS ESTABLISHED.

4. AFTER CONSTRUCTION IS COMPLETE OWNER SHALL MAINTAIN

DETENTION POND PER THE OPERATION AND MAINTENANCE PLAN.

5. MAINTAIN PERMANENT GRASSING OVER ENTIRE SITE.

NOT FOR

CONSTRUCTION

PRINTED:

May 5, 2026

FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

770-716-4321

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Ds3Ds2 DuDs1 1. REMOVE TREE PROTECTION ONCE

GRASSING IS ESTABLISHED.

2. REMOVE SILT FENCE WHEN GRASSING IS

ESTABLISHED.

3. REMOVE CONSTRUCTION EXIT ONCE

GRADING IS COMPLETE

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LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

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TRACK AND VOLLEY BALL AREA

EXISTING TRACK

BENCHMARK

CORNER OF RACING STRIPING

N: 2213745.2849 E: 1279969.0191

ELEV.: 855.96

VOLLEYBALL COURT

PRACTICE FIELD

LIMITS OF DISTURBANCE

0.14 ACRES

LIMITS OF DISTURBANCE

0.34 ACRES

Ds3Ds2 DuDs1

Ds3Ds2 DuDs1

Ds3Ds2 DuDs1

Ss Ss Ss Ss

Ss

Ss

Tr Tr Tr

Tr Tr

Tr

TRACK AND VOLLEYBALL AREA

DISTURBED AREA A - 0.34 ACRES

DISTURBED AREA B - 0.14 ACRES

TRACK AND BASKETBALL AREA

DISTURBED AREA C - 0.22 ACRES

DISTURBED AREA D - 0.25 ACRES

TOTAL DISTURBED AREA

0.95 ACRES

LIMITS OF DISTURBANCELOD

SILT FENCE

SD1-NS

SD1-NS

SD1-NS

SD1-NS

EROSION STABILIZATION MATTING

PROPOSED CONTOURS MAJOR

PROPOSED CONTOURS MINOR

EXISTING CONTOURS MAJOR

EXISTING CONTOURS MINOR

EXISTING CONCRETE SIDEWALK

EXISTING BLACK TRACK

EXISTING FENCE

LEGEND

EXISTING TREELINE

EXISTING SAND COURT

EXISTING BUILDING

EROSION ABNORMALITY

EROSION STABILIZATION MATTING

(SEE SHEET 13 FOR MATTING SPECS)

RESTROOM PAVILION

EXISTING TREELINE

EROSION STABILIZATION MATTING

EROSION STABILIZATION MATTING

EROSION STABILIZATION MATTING

SOLMAX PROPEX PYRAMAT 75 FOR SLOPES

HYDROSEED

1. AFTER CONDUCTING A SITE SPECIFIC SOIL TEST, SELECT AND APPLY

RECOMMENDED SOIL AMENDMENTS TO THE SOIL SURFACE AND THE

LOOSEN/SCARIFY THE TOP 2 TO 3 IN (50 TO 75 MM) OF THE SOIL SURFACE.

2. SOW 25% - 35% OF THE TOTAL PERMANENT SEED MIXTURE TO PREPARED

SEEDBED. NOTE THIS SEED AMOUNT IS IN ADDITION TO THE 100% TOTAL SEED

MIXTURE BEING APPLIED IN STEP 5.

3. INSTALL THE PROPEX PYRAMAT.

4. SOIL-FILL THE PROPEX PYRAMAT WITH 1-2 IN (25-50 MM) OF AMENDED

TOPSOIL OR FILL WITH A BIOTIC SOIL MEDIA.

DO NOT PLACE EXCESSIVE SOIL ABOVE THE PROPEX PYRAMAT MATERIAL.

5. APPLY 100% OF THE TOTAL PERMANENT SEED MIXTURE ONTO THE

TOPSOIL/ BIOTIC MEDIA WITH A HYDROSEED MIXTURE THAT CONTAINS

THE SOIL AMENDMENTS AND A TACKIFIER OR WITH A BONDED FIBER MATRIX

MIXTURE PER MANUFACTURER’S RECOMMENDATIONS.

6. OPTIONAL STEP FOR ADDITIONAL PROTECTION: INSTALL SURFICIAL

PROTECTION WITH PROPEX LANDLOK S2 EROSION CONTROL BLANKET (ECB).

7. IRRIGATE AS NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION UNTIL

THE DESIRED VEGETATED DENSITY HAS BEEN ACHIEVED. FREQUENT, LIGHT

IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NATURAL RAIN

EVENTS HAVE NOT OCCURRED WITHIN TWO WEEKS OF SEEDING. WHEN

WATERING SEEDED AREAS, USE A FINE SPRAY TO PREVENT EROSION OF SEEDS

OR SOIL. DO NOT OVER IRRIGATE. PROPER IRRIGATION GUIDANCE IS PROVIDED

UNDER THE MAINTENANCE PORTION OF THIS DOCUMENT.

SOLMAX - PROPEX PYRAMAT FOR SLOPES - INSTALLATION GUIDE - 0225 (PG. 7)

SEED QUALITY

THE TERM "PURE LIVE SEED" IS USED TO EXPRESS THE QUALITY OF SEED AND IS

NOT SHOWN ON THE LABEL. PURE LIVE SEED, PLS, IS EXPRESSED AS A

PERCENT}AGE OF THE SEEDS THAT ARE PURE AND WILL GERMI}NATE.

INFORMATION ON PERCENT GERMINATION AND PURITY CAN BE FOUND ON SEED

TAGS. PLS IS DETER}MINED BY MULTIPLYING THE PERCENT OF PURE SEED WITH

THE PERCENT OF GERMINATION; I.E.,

(PLS = % GERMINATION X % PURITY)

EXAMPLE:

COMMON BERMUDA SEED

70% GERMINATION, 80% PURITY

PLS = 70% GERMINATION X 80% PURITY

PLS = 56%

THE PERCENT OF PLS HELPS YOU DETERMINE THE AMOUNT OF SEED YOU NEED.

IF THE SEEDING RATE IS 10 POUNDS PLS AND THE BULK SEED IS 56 % PLS, THE

BULK SEEDING RATE IS:

10 LBS. PLS/ACRE = 17.9 LBS/ACRE

56% PLS

YOU WOULD NEED TO PLANT 17.9 LBS/ACRE TO PROVIDE 10 LBS/ACRE OF PURE

LIVE SEED.

SEEDBED PREPARATION

SEEDBED PREPARATION MAY NOT BE REQUIRED WHERE HYDRAULIC SEEDING

AND FERTILIZING EQUIP}MENT IS TO BE USED (BUT IS STRONGLY RECOMMENDED

FOR ANY SEEDING PROCESS, WHEN POSSIBLE). WHEN CONVENTIONAL SEEDING

IS TO BE USED, SEEDBED PREPARATION WILL BE DONE AS FOLLOWS:

BROADCAST PLANTINGS

1. TILLAGE, AT A MINIMUM, SHALL ADEQUATELY 6-38

LOOSEN THE SOIL TO A DEPTH OF 4 TO 6 INCHES; ALLEVIATE COMPACTION;

INCORPORATE LIME AND FERTILIZER; SMOOTH AND FIRM THE SOIL; ALLOW

FOR THE PROPER PLACEMENT OF SEED, SPRIGS, OR PLANTS; AND ALLOW

FOR THE ANCHORING OF STRAW OR HAY MULCH IF A DISK IS TO BE USED.

2. TILLAGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT.

3. TILLAGE SHOULD BE DONE ON THE CONTOUR WHERE FEASIBLE.

4. ON SLOPES TOO STEEP FOR THE SAFE OPERATION OF TILLAGE

EQUIPMENT, THE SOIL SURFACE SHALL BE PITTED OR TRENCHED ACROSS

THE SLOPE WITH APPROPRIATE HAND TOOLS TO PROVIDE TWO PLACES 6 TO

8 INCHES APART IN WHICH SEED MAY LODGE AND GERMINATE. HYDRAULIC

SEEDING MAY ALSO BE USED.

PLANTING - CONVENTIONAL SEEDING

SEEDING WILL BE DONE ON A FRESHLY PREPARED AND FIRMED SEEDBED. FOR

BROADCAST PLANTING, USE A CULTI-PACKER-SEEDER, DRILL ROTARY SEEDER,

OTHER MECHANICAL SEEDER, OR HAND SEEDING TO DISTRIBUTE THE SEED

UNIFORMLY OVER THE AREA TO BE TREATED. COVER THE SEED LIGHT WITH 1/8

TO 1/4 INCH OF SOIL FOR SMALL SEED AND 1/2 TO 1 INCH FOR LARGE SEED WHEN

USING A CULTIPACKER OR OTHER SUITABLE EQUIPMENT.

ANCHOR MULCHING

SYNTHETIC TACKIFIERS, BINDERS OR HYDRAULIC MULCH SPECIFICALLY

DESIGNED TO TACK STRAW, SHALL BE APPLIED IN CONJUNCTION WITH OR

IM}MEDIATELY AFTER THE MULCH IS SPREAD. SYN}THETIC TACKIFIERS SHALL BE

MIXED AND APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ALL

TACKIFIERS, BINDERS OR HYDRAULIC MULCH SPECIFICALLY DESIGNED TO TACK

STRAW SHOULD BE VERIFIED NONTOXIC THROUGH EPA 2021.0 TESTING. REFER

TO TACKIFIERS-TAC.

GSWCC - 2016 EDITION - MANUAL FOR EROSION AND SEDIMENT CONTROL IN GA.

LOD

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LO

D

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EROSION, SEDIMENT & POLLUTION CONTROL PLAN

INTERMEDIATE ES&PC

PLAN

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

GAGR7591-26020

SHEET OF 13

KE

N

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FAYETTE COUNTY

B.O.C.

140 STONEWALL AVE. W, SUITE

770-716-4321

ER

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Ds3Ds2 DuDs1

LIMITS OF DISTURBANCE

0.22 ACRES

BY

D

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C

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AP

V

SHEET NUMBER

PROJECT NUMBER

LJA ENGINEERING

LICENSE NUMBER: PEF007932

350 AIRPORT ROAD

GRIFFIN, GA 30224

(770) 412-7700

SHEET NAME

D

AT

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TRACK AND BASKETBALL AREA

1. REMOVE TREE PROTECTION ONCE

GRASSING IS ESTABLISHED.

2. REMOVE SILT FENCE WHEN GRASSING IS

ESTABLISHED.

3. REMOVE INLET PROTECTION WHEN

GRASSING IS ESTABLISHED.

4. REMOVE CONSTRUCTION EXIT ONCE

GRADING IS COMPLETE

DESCRIPTION OF

EROSION CONTROL MEASURES

INITIAL PHASE:

1. CONTRACTOR TO INSTALL A CONSTRUCTION EXIT PER THE DETAIL

WITHIN THIS DRAWING SET (SHEET 10).

2. INSTALL PERIMETER SILT FENCING.

3. CONTRACTOR TO INSTALL TREE PROTECTION AROUND ALL TREES

WITHIN DISTURBED AREA.

4. CONTRACTOR TO INSTALL INLET SEDIMENT TRAPS ON ALL EXISTING

STO…