3-Site Development Plans for Training Site.pdf

LAND LOT 71 / 3RD DISTRICT / PARCEL ID 001 014

DEVELOPER

FIRM PANEL MAP : 13117C0010F

H U

SS

EY

, G

AY

, B

EL

L

D eY

O U

N G

, I N

C

NO. DESCRIPTION DATE

SITE DEVELOPMENT PLANS

FOR

MAP REV. DATE: JUNE 7, 2019 - N.T.S.

VICINITY MAP

N.T.S.

ISSUE/REVISION

FO

R

SY

TH

S H

ER

IF

F' S

TR

AI

N

IN

G S

IT

E

- 2

FORSYTH SHERIFF'S TRAINING SITE

9470 OLD FEDERAL RD

FORSYTH COUNTY

FORSYTH COUNTY

514 WEST MAPLE STREET, SUITE 201

CUMMING, GA 30040

CONTACT: JAMES SKINNER

PHONE: (770) 205-4550

CAPTAIN BILL FRANCO

(770) 888-8872

RYAN REMILLARD

25037

Sheet List Table Sheet Number Sheet Title

C00.0 COVER

C01.0 GENERAL NOTES & LEGEND

C02.0 OVERALL SITE AREA

C02.1 EXISTING CONDITIONS

C03.0 DEMOLITION PLAN

C04.0 SITE & UTILITY PLAN

C04.1 SITE PLAN-NORTH

C05.0 GRADING & DRAINAGE PLAN

C05.1 GRADING & DRAINAGE PLAN - NORTH

C06.0 TREE REPLACEMENT PLAN

C07.0 DRIVEWAY PLAN & PROFILE

C08.0 STORM SEWER PROFILES

C09.0 EROSION CONTROL NOTES

C09.1 EROSION CONTROL PHASE 1

C09.2 EROSION CONTROL PHASE 2

C09.3 EROSION CONTROL PHASE 3

C09.4 EROSION CONTROL DETAILS 1

C09.5 EROSION CONTROL DETAILS 2

C09.6 EROSION CONTROL DETAILS 3

C10.0 CONSTRUCTN DETAILS-1

C10.1 CONSTRUCTION DETAILS-2

C10.2 STORM DETAILS

C10.3 STORM DETAILS -2

TOTAL AREA = ±16.86 ACRES

DISTURBED AREA = ±2.9 ACRES

24 HOUR CONTACT

FOR EROSION

CONTROL

ZONING A1

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.

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

BALL GROUND, GA 30107

Know what's below.

before you dig.Call

R

CONTACT:

HJA PROJECT NO.:

www.husseygaybell.com

Established 1958

HUSSEY GAY BELL

SAVANNAH ATLANTA STATESBORO CHARLESTON COLUMBIA NASHVILLE

3100 Breckinridge Blvd., Building 300, DULUTH, GA 30097 / T:770.923.1600

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

, IN

C.

Co py rig ht

EXISTING SITE IMPROVEMENTS

AND EROSION CONTROL

FORSYTH COUNTY MUNICODE CHAPTER 21, ARTICLES II, III, & IV

ARE NOT APPLICABLE TO THIS SITE

CONSTRUCTION WASTE AND/OR VEGETATIVE MATERIAL MAY NOT BE

BURNED OR BURIED AND MUST BE TAKEN TO A STATE APPROVED

LANDFILL.

ALL STRUCTURES WILL COMPLY WITH THE REQUIREMENTS OF THE

GEORGIA STATE MINIMUM STANDARD CODES, AS ADOPTED AND

AMENDED BY THE GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS.

OUTSIDE CONSTRUCTION SHALL BE LIMITED TO THE HOURS OF 7:00

AM TO 7:00 PM MONDAY TO FRIDAY; 8:00 AM TO 6:00 PM SATURDAY;

AND THERE WILL BE NO OUTSIDE CONSTRUCTION ON SUNDAY.

ALL UTILITY LINES SHALL BE INSTALLED UNDERGROUND.

REQUIRED LANDSCAPING MUST BE IN PLACE PRIOR TO THE

APPROVAL OF AN AS BUILT.

AS-BUILT REQUIRED FOR CO'S ON PROJECTS - PRIOR TO FINAL

BUILDING INSPECTION.

EMAIL: JWSKINNER@FORSYTHCO.COM

AutoCAD SHX Text noah anderson

AutoCAD SHX Text

2/27/2026 5:58 PM

AutoCAD SHX Text normal.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037cv.dwg

AutoCAD SHX Text DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION DATE OF INSPECTION I CERTIFY THE SITE WAS IN COMPLIANCE WITH THE ES&PC PLAN ON THE DATE OF INSPECTION. GSWCC LEVEL II DESIGN PROFESSIONAL #68889 INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN. THESE DEFICIENCIES MUST BE ADDRESSED WITHIN 2 BUSINESS DAYS AND A RE-INSPECTION SCHEDULED. WORK SHALL NOT PROCEED ON THE SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED.

AutoCAD SHX Text

WETLAND CERTIFICATE

AutoCAD SHX Text

WETLAND NOTE

AutoCAD SHX Text

FLOODPLAIN NOTE

AutoCAD SHX Text

STORM WATER MANAGEMENT FOR THIS PROJECT IS PROVIDED ON-SITE.

AutoCAD SHX Text

STORM WATER MANAGEMENT NOTE

AutoCAD SHX Text

STATE WATERS BUFFER NOTE

AutoCAD SHX Text THERE IS NO FLOODPLAIN ON THIS PROPERTY FROM A WATER COURSE WITH A DRAINAGE AREA EXCEEDING 100 ACRES.

AutoCAD SHX Text

THERE ARE NO WETLANDS ON THIS SITE.

AutoCAD SHX Text WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE FOLLOWING: 1) THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED; AND, 2) THE APPROPRIATE PLAN SHEET DOES NOT INDICATE AREAS OF U.S. ARMY CORPS OF ENGINEERS JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS; AND 3) IF WETLANDS ARE INDICATED, THE LAND OWNER OR DEVELOPER HAS BEEN ADVISED THAT LAND DISTURBANCE OF PROTECTED WETLANDS SHALL NOT OCCUR UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION (SECTION 404) PERMIT HAS BEEN OBTAINED.

AutoCAD SHX Text

THERE ARE NO STATE WATERS BUFFERS ON OR WITHIN 200 FEET OF THIS PROPERTY.

AutoCAD SHX Text APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY FORSYTH COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND AREA DISTURBANCE

AutoCAD SHX Text

PROJECT DESCRIPTION

AutoCAD SHX Text THE EXISTING SITE CONSISTS OF AN OUTDOOR FIRING RANGE AND ASSOCIATED PARKING AREAS FOR THE FORSYTH COUNTY SHERIFF'S DEPARTMENT. THE PROPOSED PROJECT ENTAILS EXISTING SITE IMPROVEMENTS, INCLUDING PAVING THE ENTRANCE ROAD, PARKING LOT, AND RANGE ACCESS ROADS, AND ADDING EROSION CONTROL MEASURES TO THE HILL IMPACTED BY FIRING RANGE ACTIVITIES.

AutoCAD SHX Text

SITE

AutoCAD SHX Text SITE VISIT CERTIFICATION I CERTIFY THAT PRIOR TO THE DESIGN OF EROSION CONTROL PLANS I OR A REPRESENTATIVE UNDER MY SUPERVISION VISITED THE SITE. RYAN A REMILLARD 07-14-25 07-14-25 GA #68889 LEVEL II CERTIFIED DESIGN PROFESSIONAL #0000068889 EXPIRES: 7/14/2028

AutoCAD SHX Text

SITE

GENERAL NOTES &

LEGEND

C01.0

NA

RAR

02-27-2026

FORSYTH SHERIFF'S

TRAINING SITE

25037

Sheet Number

Sheet Title

Project Title

Initial Issue Date:

Checked By:

Drawn By:

Project No.

E st ab lis he d

H U

S S E

Y G

A Y

B E

L L

B rec kin rid ge B lvd

Bu ild ing

0, D

UL

UT

H, G

A

6 /

T :77

0.9

.16

Project Location Address City, State Zip Land Lot District-Section County

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

rig ht

ABBREVIATIONS

LEGEND

PROPOSED EXISTINGDESCRIPTION

FORSYTH COUNTY

514 WEST MAPLE STREET, SUITE 201

CUMMING, GA 30040

Phone: (770) 205-4550

Contact: JAMES SKINNER

(770) 205-4550

9470 OLD FEDERAL RD

BALL GROUND, GA 30107

3RD

FORSYTH

D es cr ip tio n

N o.

D at e A pp

B y

R

EV

IS

IO

N

Know what's below.

before you dig.Call

R

SITE CLEARING & SITE DEMOLITION NOTESGENERAL CONSTRUCTION NOTES REFERENCES

UTILITY NOTES

FORSYTH COUNTY NOTES

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

AutoCAD SHX Text noah anderson

AutoCAD SHX Text

2/27/2026 5:58 PM

AutoCAD SHX Text normal.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037cv.dwg

AutoCAD SHX Text GI - GRATE INLET GM -GAS METER GMD -GEORGIA MILITIA DISTRICT G.P.S. -GLOBAL POSITIONING SYSTEM GV -GATE VALVE HC -HANDICAP HDPE -HIGH DENSITY POLYETHYLENE HGL -HYDRAULIC GRADE LINE H.L.P. -HOUSE LOCATION PLAN REQUIRED HP -HIGH POINT HW -HEADWALL ID -INSIDE DIAMETER IE -INVERT ELEVATION IN -INCH IPF -IRON PIN FOUND IPS -IRON PIN SET IRR -IRRIGATION LINE JB -JUNCTION BOX JT -JOINT LF -LINEAR FOOT/FEET LLL -LAND LOT LINE LOD -LIMITS OF DISTURBANCE L.P. -LIGHT POLE -LIGHT POLE MAX -MAXIMUM MH -MANHOLE MIN -MINIMUM MISC -MISCELLANEOUS MON -MONUMENT MSL -MEAN SEA LEVEL MT -MARKED TREE N/F - NOW OR FORMERLY NTS -NOT TO SCALE NO. -NUMBER -NUMBER NPW - NON-POTABALE WATER OCS -OUTLET CONTROL STRUCTURE OD -OUTSIDE DIAMETER P.B. -PLAT BOOK -PLAT BOOK PC -POINT OF CURVATURE PG. -PAGE -PROPERTY LINE P.O.B. -POINT OF BEGINNING

AutoCAD SHX Text AE -ACCESS EASEMENT A.K.A. -ALSO KNOWN AS -ALSO KNOWN AS APPROX -APPROXIMATE ARV -AIR RELEASE VALVE B&D -BEARING AND DISTANCE BC -BACK OF CURB BCCMP -BITUMINOUS COATED CMP BLDG -BUILDING B/L -BUILDING LINE BM -BENCHMARK CB -CATCH BASIN C & G -CURB & GUTTER -CENTERLINE CMF -CONCRETE MONUMENT FOUND CMP -CORRUGATED METAL PIPE CMS -CONCRETE MONUMENT SET CO -CLEANOUT CONC -CONCRETE D.B. -DEED BOOK -DEED BOOK DE -DRAINAGE EASEMENT DI -DROP INLET DIA -DIAMETER DIP -DUCTILE IRON PIPE DS -DOWN SPOUT DWCB -DOUBLE WING CATCH BASIN EG - EXISTING GRADE ELEV -ELEVATION EOP -EDGE OF PAVEMENT ESMT -EASEMENT ETB -ELECTRIC TRANSFORMER BOX EX. -EXISTING -EXISTING FDC -FIRE DEPARTMENT CONNECTION FFE -FINISHED FLOOR ELEVATION FG - FINISH GRADE FH -FIRE HYDRANT F.I.R.M. -FEDERAL INSURANCE RATE MAP FM -SEWER FORCE MAIN FOC -FACE OF CURB FP - FLOOD PLAIN FT -FOOT/FEET G -GAS

AutoCAD SHX Text P.O.C -POINT OF COMMENCEMENT PROP -PROPOSED PT -POINT OF TANGENCY PVMT -PAVEMENT PVC -POLYVINYL CHLORIDE PIPE R -RADIUS RCP -REINFORCED CONCRETE PIPE R.D.P. -RESIDENTIAL DRAINAGE PLAN REQUIRED REV -REVISED OR REVISION RW - REUSE WATER R/W -RIGHT OF WAY SD -STORM DRAIN SS -SANITARY SEWER SSE -SANITARY SEWER EASEMENT ST - STORM SEWER LINE STA - STATION NUMBER SW -SIDEWALK SWCB-SINGLE WINGED CATCH BASIN T -TELEPHONE TC -TOP OF CURB ELEVATION TOB -TOP OF BANK TPF -TREE PROTECTION FENCING T.P.O.B. -TRUE POINT OF BEGINNING U -UNDERGROUND VCP -VITRIFIED CLAY PIPE W -WATER WI -WEIR INLET WM -WATER METER WV -WATER VALVE YI - YARD INLET

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text

XX

AutoCAD SHX Text

CATV

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

POWER POLE WITH GUY WIRE

AutoCAD SHX Text

PLUGGED STUB

AutoCAD SHX Text

DIRECTIONAL ARROWS (FOR INFORMATION

AutoCAD SHX Text

ONLY TO INDICATE TRAFFIC FLOW)

AutoCAD SHX Text

DIRECTIONAL ARROWS ON PAVEMENT

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

FLOW ARROW

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

METER

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

SIGNIFICANT TREES

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

WATER PIPE REDUCER

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

WELL

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

POWER POLE WITH LIGHT

AutoCAD SHX Text

GIS BENCHMARK

AutoCAD SHX Text

ROCK BORE LOCATION

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

LAND LOT NUMBER

AutoCAD SHX Text SIGN w/POST

AutoCAD SHX Text

TRAVERSE POINT

AutoCAD SHX Text DOUBLE SIGN w/POST

AutoCAD SHX Text

LOT NUMBER

AutoCAD SHX Text

PARCEL NUMBER

AutoCAD SHX Text

RIGHT OF WAY MONUMENT

AutoCAD SHX Text

IRON PIN FOUND

AutoCAD SHX Text

IRON PIN SET

AutoCAD SHX Text

WETLAND AREA

AutoCAD SHX Text

HANDICAP PARKING

AutoCAD SHX Text

NUMBER OF PARKING SPACE NUMBER

AutoCAD SHX Text

SATELLITE DISH

AutoCAD SHX Text

PROPERTY CORNER

AutoCAD SHX Text

AIR VENT

AutoCAD SHX Text

WHEEL STOP

AutoCAD SHX Text

ACCESS EASEMENT

AutoCAD SHX Text

REUSE WATER LINE

AutoCAD SHX Text

WATER LINE (NON-POTABLE)

AutoCAD SHX Text

WATER LINE (POTABLE)

AutoCAD SHX Text

NATURAL GAS LINE

AutoCAD SHX Text

DOUBLE WING CATCH BASIN

AutoCAD SHX Text

SINGLE WING CATCH BASIN

AutoCAD SHX Text

HOODED CATCH BASIN

AutoCAD SHX Text

GRATE INLET / DROP INLET

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

OUTLET CONTROL STRUCTURE

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

STORM SEWER MANHOLE

AutoCAD SHX Text

WEIR INLET

AutoCAD SHX Text

YARD INLET

AutoCAD SHX Text

CABLE TV BOX

AutoCAD SHX Text

SANITARY SEWER PIPE

AutoCAD SHX Text

SANITARY SEWER FORCEMAIN

AutoCAD SHX Text

STORM DRAINAGE PIPE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PARCEL LINE

AutoCAD SHX Text

RIGHT OF WAY LINE

AutoCAD SHX Text

SETBACK LINE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

LAND LOT LINE

AutoCAD SHX Text

SS

AutoCAD SHX Text

FM

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text

NPW

AutoCAD SHX Text

NPW

AutoCAD SHX Text

RW

AutoCAD SHX Text

SS

AutoCAD SHX Text

FM

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text T

AutoCAD SHX Text

CABLE TELEVISION LINE

AutoCAD SHX Text

CATV

AutoCAD SHX Text

POWER LINE

AutoCAD SHX Text P

AutoCAD SHX Text

CONTOUR LINE WITH ELEVATION

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text

CATV

AutoCAD SHX Text P

AutoCAD SHX Text W

AutoCAD SHX Text

NPW

AutoCAD SHX Text

NPW

AutoCAD SHX Text

RW

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text XXX.xx

AutoCAD SHX Text XXX.xx

AutoCAD SHX Text S

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

LL

AutoCAD SHX Text

XXX

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

CATV

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text NOTE: 1. NOTIFY FORSYTH COUNTY INSPECTOR 24 HOURS BEFORE THE BEGINNING PHASE OF CONSTRUCTION. (770) 781-2165

AutoCAD SHX Text

1. CONTRACTOR SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNER MONUMENTS AND CONTRACTOR SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNER MONUMENTS AND BENCHMARKS AND WILL BE RESPONSIBLE FOR THE COST OF REPLACING THEM IF DISTURBED OR DESTROYED. 2. THE CONTRACTOR SHALL HAVE THE LIMITS OF CLEARING AND DEMOLITION AND ALL BUFFERS THE CONTRACTOR SHALL HAVE THE LIMITS OF CLEARING AND DEMOLITION AND ALL BUFFERS STAKED WITH FLAGGING STRUNG BETWEEN ANGLE POINTS TO ENSURE THE PROPER LOCATION OF THE TREE SAVE FENCE AND PROPOSED IMPROVEMENTS PRIOR TO CLEARING AND DEMOLITION. 3. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING CLEARING & CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING CLEARING & DEMOLITION WORK. ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4. NO CLEARING OR DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS NO CLEARING OR DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO DISPOSAL AREAS APPROVED BY THE STATE OF GEORGIA FOR THE HANDLING OF CLEARING & DEMOLITION MATERIALS. 5. ALL VEGETATION (UNLESS OTHERWISE NOTED), ROOT SYSTEMS, TOPSOIL, REFUSE, OTHER ALL VEGETATION (UNLESS OTHERWISE NOTED), ROOT SYSTEMS, TOPSOIL, REFUSE, OTHER DELETERIOUS MATERIAL, EXISTING PAVEMENTS, CURBS, ORGANICS AND UNSUITABLE BEARING SOILS SHALL BE STRIPPED FROM THE SURFACE WITHIN THE CONSTRUCTION LIMITS AND DISPOSED OF OFFSITE TO A DISPOSAL AREA APPROVED BY THE STATE OF GEORGIA FOR THE HANDLING OF CLEARING & DEMOLITION MATERIALS. 6. CLEAN TOP SOIL MAY BE STOCKPILED IN AN AREA APPROVED BY THE ENGINEER AND CLEAN TOP SOIL MAY BE STOCKPILED IN AN AREA APPROVED BY THE ENGINEER AND REUSED LATER IN THE TOP 4" OF LANDSCAPED AREAS ONLY. EXCESS TOPSOIL SHALL BE DISPOSED OF OFFSITE. 7. ALL STRUCTURES NOT IDENTIFIED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE ALL STRUCTURES NOT IDENTIFIED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE TO REMAIN THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. CONSTRUCTION ENTRANCE, SILT FENCE AND ANY OTHER REQUIRED EROSION CONTROL DEVICE CONSTRUCTION ENTRANCE, SILT FENCE AND ANY OTHER REQUIRED EROSION CONTROL DEVICE SHALL BE IN PLACE PRIOR TO CLEARING & DEMOLITION OPERATIONS. 9. DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO BE REMOVED PRIOR TO DISCONNECT AND SEAL OFF ABANDONED UTILITIES AND UTILITIES TO BE REMOVED PRIOR TO START OF DEMOLITION. UTILITIES SHALL BE DISCONNECTED BELOW EXISTING GRADE OR OUTSIDE OF CONTRACT LIMITS BY THE APPLICABLE UTILITY OWNER. ALL COSTS FOR THIS WORK SHALL BE BORNE BY THE CONTRACTOR. 10. ALL STRUCTURES TO BE DEMOLISHED SHALL BE COMPLETELY REMOVED ABOVE AND BELOW ALL STRUCTURES TO BE DEMOLISHED SHALL BE COMPLETELY REMOVED ABOVE AND BELOW GRADE. ABANDONED SERVICE LINES TO THE STRUCTURES SHALL ALSO BE REMOVED. 11. CONTRACTOR TO PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND CONTRACTOR TO PROVIDE ALL NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL MEASURES AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC THROUGHOUT CLEARING, DEMOLITION AND CONSTRUCTION IN COMPLIANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" CURRENT EDITION, THE GEORGIA D.O.T. SPECIFICATIONS SECTION 150 AND ANY RULES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. 12. THE EXISTING TREES SHOWN ON THESE PLANS MAY ONLY BE THE MINIMAL AMOUNT THE EXISTING TREES SHOWN ON THESE PLANS MAY ONLY BE THE MINIMAL AMOUNT SURVEYED AS REQUIRED FOR PERMITTING. THE SITE MAY HAVE ADDITIONAL TREES BEYOND THAT WHICH IS SHOWN. THE CONTRACTOR SHALL VISIT THE SITE BEFORE MAKING HIS BID TO INVESTIGATE THE AMOUNT OF EXISTING TREES THAT WILL NEED TO BE REMOVED WITHIN THE LIMITS OF CLEARING.

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL CONFORM TO BOTH PLANS AND SPECIFICATIONS FOR THIS ALL CONSTRUCTION SHALL CONFORM TO BOTH PLANS AND SPECIFICATIONS FOR THIS PROJECT. ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND INSTALLED. 2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, CENTER OF COLUMN, EDGE OF ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, CENTER OF COLUMN, EDGE OF PAVEMENT, CENTERLINE OF PIPE, OR CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 3. EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY THE OWNER. EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY THE OWNER. CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. TREE SAVE AREAS SHALL NOT BE USED FOR STORAGE OR PARKING. 4. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF ALL TIE-IN POINTS FOR THE THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF ALL TIE-IN POINTS FOR THE INSTALLATION OF UTILITIES, CURB & GUTTER, AND PAVEMENT PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF DIFFERENT THAN AS SHOWN ON PLANS. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS IMMEDIATELY UPON DISCOVERY. 6. ALL WORK WILL COMPLY WITH APPLICABLE STATE AND LOCAL CODES, SPECIFICATIONS AND ALL WORK WILL COMPLY WITH APPLICABLE STATE AND LOCAL CODES, SPECIFICATIONS AND REQUIREMENTS. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS AND APPROVALS ARE OBTAINED PRIOR TO CONSTRUCTION. 7. DEVIATIONS FROM THESE PLANS, NOTES AND SPECIFICATIONS WITHOUT PRIOR WRITTEN DEVIATIONS FROM THESE PLANS, NOTES AND SPECIFICATIONS WITHOUT PRIOR WRITTEN CONSENT OF THE OWNER, HIS REPRESENTATIVE OR THE ENGINEER MAY RESULT IN THE WORK BEING UNACCEPTABLE BY THE OWNER, AND REDONE TO MEET THE PLANS, NOTES AND SPECIFICATIONS. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY AS WELL AS THE WAYS, MEANS THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY AS WELL AS THE WAYS, MEANS AND METHODS OF CONSTRUCTION. 9. CONTRACTOR SHALL COORDINATE CONSTRUCTION TRAFFIC AND GENERAL PUBLIC TRAFFIC CONTRACTOR SHALL COORDINATE CONSTRUCTION TRAFFIC AND GENERAL PUBLIC TRAFFIC ROUTING WITH OWNER AND APPROPRIATE REGULATING AGENCY PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL NOT WILLINGLY PROCEED WITH CONSTRUCTION IN A PARTICULAR AREA CONTRACTOR SHALL NOT WILLINGLY PROCEED WITH CONSTRUCTION IN A PARTICULAR AREA WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION AND/OR DIFFERENCES FROM EXISTING CONDITIONS THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 11. COUNTY INSPECTORS MAY REQUIRE CHANGES TO THE DRAWINGS AND/OR SPECIFICATIONS COUNTY INSPECTORS MAY REQUIRE CHANGES TO THE DRAWINGS AND/OR SPECIFICATIONS BASED ON THEIR INSPECTION. CONTRACTOR SHALL BRING ANY REQUIRED CHANGES TO THE ENGINEERS ATTENTION IMMEDIATELY. 12. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 13. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO THE ENTIRE ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 14. ALL MATERIAL SHALL BE NEW- NO USED OR SALVAGED MATERIALS. ALL MATERIAL SHALL BE NEW- NO USED OR SALVAGED MATERIALS. 15. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES. 16. PROPER PROTECTION OF EXISTING LANDSCAPING, FENCES, PROPERTY CORNERS AND/OR PROPER PROTECTION OF EXISTING LANDSCAPING, FENCES, PROPERTY CORNERS AND/OR D.O.T. CONCRETE RIGHT-OF-WAY MONUMENTS SHALL BE PROVIDED. WHERE DAMAGE OCCURS, REPLACEMENT TO EXISTING CONDITION IS REQUIRED. ALL LANDSCAPING REPLACEMENT IS SUBJECT TO APPROVAL FROM FORSYTH COUNTY AND THE ENGINEER. 17. CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLANS. 18. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AS REQUIRED IN THE GENERAL CONTRACTOR SHALL PROVIDE RECORD DRAWINGS AS REQUIRED IN THE GENERAL CONDITIONS. 19. THIS PLAT IS NOT FOR RECORDING. THIS PLAT IS NOT FOR RECORDING. 20. UTILITY LOCATIONS ARE SHOWN TO THE BEST KNOWLEDGE OF THE ENGINEER. UTILITY LOCATIONS ARE SHOWN TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR IS SOLELY RESPONSIBLY FOR FIELD VERIFICATION OF ALL UTILITIES AND WILL NOT BE ENTITLED TO ANY EXTRA COMPENSATION ON ACCOUNT OF INACCURACY OR INCOMPLETENESS OF SUCH INFORMATION. 21. MAXIMUM CUT OF FILL SLOPES ARE 2 HORIZONTAL TO 1 VERTICAL. MAXIMUM CUT OF FILL SLOPES ARE 2 HORIZONTAL TO 1 VERTICAL. HORIZONTAL TO 1 VERTICAL. HORIZONTAL TO 1 VERTICAL. 22. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IS THE UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATIONS. THE CONTRACTOR WILL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION. THE CONTRACTOR SHOULD SEEK ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR FACILITIES. 23. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND PRECAUTIONS TO ASSURE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND PRECAUTIONS TO ASSURE THAT EXISTING SEWER LINES, FORCE MAIN LINES, AND WATER LINES REMAIN FUNCTIONAL AND UNDISTURBED. 24. CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL STAGING AND/OR STORAGE REQUIRED CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL STAGING AND/OR STORAGE REQUIRED OUTSIDE OF THE EASEMENTS PROVIDED BY OWNER. CONTRACTOR TO ALSO LOCATE STAGING AREAS AND EQUIPMENT MAINTENANCE AREAS (PARTICULARLY FOR OIL CHANGES) AT LEAST 200 FEET FROM STREAM BANKS TO MINIMIZE THE POTENTIAL FOR WASH WATER, PETROLEUM PRODUCTS, OR OTHER CONTAMINANTS FROM CONSTRUCTION EQUIPMENT ENTERING THE STREAMS.

AutoCAD SHX Text

1. TOPOGRAPHIC INFORMATION BASED ON A TOPOGRAPHIC SURVEY FOR FORSYTH COUNTY. TOPOGRAPHIC INFORMATION BASED ON A TOPOGRAPHIC SURVEY FOR FORSYTH COUNTY. DATED 12/08/2025 AND PREPARED BY BY HUSSEY GAY BELL, 3100 BRECKINRIDGE BLVD, BUILDING 300, DULUTH, GA 30096 (770) 923-1600. 2. BOUNDARY INFORMATION BASED ON GIS DATA FOR FORSYTH COUNTY. BOUNDARY INFORMATION BASED ON GIS DATA FOR FORSYTH COUNTY. 3. THE SURVEY INDICATES THAT THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD ZONE THE SURVEY INDICATES THAT THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD ZONE AS IDENTIFIED ON A F.I.R.M. COMMUNITY PANEL NO. 13117C0010F DATED 6/7/2019 AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - FEDERAL HAZARD INSURANCE ADMINISTRATION. 4. THIS SITE DOES NOT CONTAIN WETLANDS. 5. LAKE DOES EXIST WITHIN 500' OF THE SITE. 6. A 50' UNDISTURBED VEGETATIVE BUFFER AND 75' IMPERVIOUS SETBACK WILL BE A 50' UNDISTURBED VEGETATIVE BUFFER AND 75' IMPERVIOUS SETBACK WILL BE MAINTAINED ADJACENT TO STATE WATERS, INCLUDING WETLANDS (FROM TOP OF BANK TO OR EDGE OF WATER). 7. SITE CONTAINS STATE WATERS WHICH ARE SUBJECT TO A 25-FOOT STATE WATERS BUFFER AND A 50-FOOT UNDISTURBED COUNTY BUFFER FROM TOP OF BANK OR EDGE OF WATER. 8. PER UDC 10-1-1.13, OUTSIDE CONSTRUCTION SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 7:00 PM MONDAY TO FRIDAY; 8:00 AM TO 6:00 PM SATURDAY; AND THERE WILL BE NO OUTSIDE CONSTRUCTION ON SUNDAY.

AutoCAD SHX Text

1. ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS (LATEST EDITION). 2. CONTRACTOR TO NOTIFY FORSYTH COUNTY INSPECTOR DEPARTMENT 24 HOURS PRIOR TO CONTRACTOR TO NOTIFY FORSYTH COUNTY INSPECTOR DEPARTMENT 24 HOURS PRIOR TO BEGINNING EVERY PHASE OF CONSTRUCTION. 770-781-2165. 3. NOTIFY FORSYTH COUNTY WATER & SEWER DEPARTMENT 24 HOURS PRIOR TO NOTIFY FORSYTH COUNTY WATER & SEWER DEPARTMENT 24 HOURS PRIOR TO CONSTRUCTION. CONTACT THE CONSTRUCTION INSPECTOR SUPERVISOR AT (404) 623-4241 4. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND ALL ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. 5. ALL WORK PERFORMED ON COUNTY RIGHT-OF-WAYS SHALL BE IN STRICT CONFORMANCE ALL WORK PERFORMED ON COUNTY RIGHT-OF-WAYS SHALL BE IN STRICT CONFORMANCE WITH APPLICABLE FORSYTH COUNTY STANDARDS & SPECIFICATIONS. 6. ANY WORK IMPACTING TRAFFIC FLOW OR SAFETY SHALL BE DONE IN ACCORDANCE WITH ANY WORK IMPACTING TRAFFIC FLOW OR SAFETY SHALL BE DONE IN ACCORDANCE WITH AND APPROVED BY FORSYTH COUNTY ENGINEERING DEPARTMENT AND GEORGIA D.O.T. 7. ALL MATERIAL SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE APPROVED BY ALL MATERIAL SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE APPROVED BY THE OWNER IN WRITING. 8. RIP-RAP SHALL BE PLACED AT ALL STORM DRAIN HEADWALLS AND CONSIST OF 50 RIP-RAP SHALL BE PLACED AT ALL STORM DRAIN HEADWALLS AND CONSIST OF 50 POUND STONES. 9. ALL DISTURBED AREAS TO BE RETURNED TO EXISTING GRADE AS SOON AS CONSTRUCTION ALL DISTURBED AREAS TO BE RETURNED TO EXISTING GRADE AS SOON AS CONSTRUCTION PHASES PERMIT. 10. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL INFRASTRUCTURE FOR A ONE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL INFRASTRUCTURE FOR A ONE YEAR PERIOD FOLLOWING FINAL ACCEPTANCE OF THE PROJECT BY FORSYTH COUNTY. 11. CONTRACTOR TO NOTIFY UTILITY PROTECTION AGENCY 72 HOURS PRIOR TO START OF CONTRACTOR TO NOTIFY UTILITY PROTECTION AGENCY 72 HOURS PRIOR TO START OF WORK. PHONE: 811 12. ALL PERMANENT SANITARY SEWER EASEMENTS SHOULD BE DRIVABLE WITH NO CROSS ALL PERMANENT SANITARY SEWER EASEMENTS SHOULD BE DRIVABLE WITH NO CROSS SLOPES OVER 14%. 13. CONSTRUCTION DEBRIS, LIQUID CONCRETE, OLD RIP-RAP, OLD SUPPORT MATERIALS, AND CONSTRUCTION DEBRIS, LIQUID CONCRETE, OLD RIP-RAP, OLD SUPPORT MATERIALS, AND OTHER LITTER IN STREAMS OR IN AREAS OF POTENTIAL MIGRATION INTO THE STREAM IS PROHIBITED. 14. NO BURY PITS ALLOWED WITHIN SANITARY SEWER EASEMENTS. NO BURY PITS ALLOWED WITHIN SANITARY SEWER EASEMENTS. 15. NO FENCES, STRUCTURES, OR OTHER OBSTRUCTIONS ALLOWED WITHIN SANITARY SEWER NO FENCES, STRUCTURES, OR OTHER OBSTRUCTIONS ALLOWED WITHIN SANITARY SEWER EASEMENTS UNLESS OTHERWISE SHOWN IN DRAWINGS 16. LIMITS OF CLEARING SHALL BE WITHIN THE TEMPORARY CONSTRUCTION EASEMENTS LIMITS OF CLEARING SHALL BE WITHIN THE TEMPORARY CONSTRUCTION EASEMENTS DELINEATED ON THESE PLANS. 17. ALL MANHOLES SHALL USE CAST IN BOLT DOWN RING, COVER AND GASKET. ALL MANHOLES SHALL USE CAST IN BOLT DOWN RING, COVER AND GASKET. 18. ALL PIPE BEDDING SHALL BE TYPE III UNLESS OTHERWISE NOTED IN THE DRAWING. ALL PIPE BEDDING SHALL BE TYPE III UNLESS OTHERWISE NOTED IN THE DRAWING. 19. NO POOL BACKWASH, FOUNTAIN, SPA, DUMPSTER PAD DRAINS OR DRAIN LINES MAY NO POOL BACKWASH, FOUNTAIN, SPA, DUMPSTER PAD DRAINS OR DRAIN LINES MAY DISCHARGE INTO THE STORMWATER SYSTEM

1. ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND ALL IMPROVEMENTS TO CONFORM WITH FORSYTH COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 2. IRRIGATION SYSTEMS ARE PROHIBITED ON ALL EXISTING AND PROPOSED COUNTY IRRIGATION SYSTEMS ARE PROHIBITED ON ALL EXISTING AND PROPOSED COUNTY RIGHT-OF-WAY AND CONSIDERED TO BE A VIOLATION OF THE COUNTY'S ORDINANCE PROHIBITING UNPERMITTED RIGHT-OF-WAY ENCROACHMENTS. 3. FULL SERVICE DRIVES WILL REVERT TO RIGHT IN/RIGHT OUT DRIVES IF FORSYTH COUNTY FULL SERVICE DRIVES WILL REVERT TO RIGHT IN/RIGHT OUT DRIVES IF FORSYTH COUNTY DETERMINES THEY ARE CREATING TRAFFIC PROBLEMS AND/OR ACCIDENTS OR IF ROAD IS WIDENED TO A MULTI-LANE HIGHWAY WITH MEDIAN. 4. NO STRUCTURES, FENCES OR OTHER OBSTRUCTIONS MAY BE LOCATED WITHIN A DRAINAGE OR NO STRUCTURES, FENCES OR OTHER OBSTRUCTIONS MAY BE LOCATED WITHIN A DRAINAGE OR ACCESS EASEMENT WITHOUT PRIOR APPROVAL BY THE FORSYTH COUNTY DEPARTMENT OF ENGINEERING. 5. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY FORSYTH COUNTY OF ANY APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY FORSYTH COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. PRIOR TO ANY WETLAND AREA DISTURBANCE, APPROVAL MUST BE OBTAINED FROM THE APPROPRIATE REGULATORY AGENCY. IF WETLANDS ARE ENCOUNTERED ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY BEFORE COMMENCING ANY WORK IN THE AREA. 6. APPROVAL OF THESE PLANS BY FORSYTH COUNTY IS SUBJECT TO, AND CONTINGENT UPON APPROVAL OF THESE PLANS BY FORSYTH COUNTY IS SUBJECT TO, AND CONTINGENT UPON THE APPLICANT OBTAINING ANY AND ALL NECESSARY APPROVALS FROM ANY AND ALL APPLICABLE AGENCIES INCLUDING, BUT NOT LIMITED TO THE UNITED STATES ARMY CORPS OF ENGINEERS, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, THE USDA-NRCS, GEORGIA DEPARTMENT OF NATURAL RESOURCES, GEORGIA ENVIRONMENTAL PROTECTION DIVISION, AND THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION. 7. MAXIMUM CUT SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. CONTINUOUS FILL SLOPES MAXIMUM CUT SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. CONTINUOUS FILL SLOPES TEN (10) FEET IN HEIGHT OR LESS MAY BE 2 HORIZONTAL TO 1 VERTICAL. ALL CONTINUOUS FILL SLOPES THAT EXCEED TEN (10) FEET IN HEIGHT MUST BE 3 HORIZONTAL TO 1 VERTICAL UNLESS: (A) A MECHANICALLY ENGINEERED STABILIZED SLOPE IS APPROVED BY THE FORSYTH COUNTY DIRECTOR OF ENGINEERING; OR (B) THE DESIGNED AND CONSTRUCTED SLOPES ARE CERTIFIED BY A REGISTERED ENGINEER EXPERIENCED IN GEOTECHNICAL ENGINEERING AND LICENSED IN THE STATE OF GEORGIA. 8. ALL UNDISTURBED BUFFERS SHALL BE IDENTIFIED WITH ORANGE, FOUR-FOOT TREE-SAVE ALL UNDISTURBED BUFFERS SHALL BE IDENTIFIED WITH ORANGE, FOUR-FOOT TREE-SAVE FENCING PRIOR TO ANY LAND DISTURBANCE (UDC SEC. 18-10.1) 9. MODULAR RETAINING WALL DESIGN MUST BE SUBMITTED TO THE FORSYTH COUNTY DEPARTMENT MODULAR RETAINING WALL DESIGN MUST BE SUBMITTED TO THE FORSYTH COUNTY DEPARTMENT OF ENGINEERING FOR APPROVAL PRIOR TO CONSTRUCTION PLAN APPROVAL. WALL DESIGN MUST INCLUDE DETAILS AND SPECIFICATIONS THAT ARE SITE SPECIFIC AND MUST BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF GEORGIA. ALL WALLS GREATER THAN THIRTY (30) INCHES IN HEIGHT SHALL INCLUDE A FENCE OR HANDRAIL ALONG THE TOP.

1086.02

1085.44

1116.3

1120.0

1124.3

1131.9

1135.9

1139.2

1142.7

1146.5

1150.2

1123.8

1086.5

1087.8

1088.1

1086.3 1086.5

1087.6

1088.1

1087.0

1084.0

1084.8 1085.4

1085.4 1085.8

1085.8

1086.0

1086.4

1086.4

1086.3

1086.21086.4

1086.0

1084.5

1086.41086.01085.5

1086.2

1087.3

1086.8 1086.7

1083.4

1082.9

1083.1 1082.9

1082.7

1069.4

1068.2

1068.1

1068.3

1068.6

1069.1

1070.2

1070.4

1069.4

1069.7

1069.2

HW

TOP=1080.80

IE=1075.85

IE=1091.03

IE

=1

9.1

IE=1080.54

IE=1071.10

IE=1070.03

IE=1073.71

PED. INLET

TOP=1084.86

INLET =1084.09

IE OUT=1081.21

PED. INLET

TOP=1083.71

INLET=1082.69

IE OUT=1078.86

±1331 SF SINGLE STORY

MODULAR BUILDING

CONEX BOX

CONEX BOX

TRAILER

TRAILER

" H

DP

E

30" RCP

12" HDPE

12" CPP

15" HDPE

~GRAVEL DRIVE~

T.B.M.

60-D NAIL SET

EL=1082.59

T.B.M.

60-D NAIL SET

EL=1128.96

SEWAGE

TANK

WOODEN

STOOP

METAL

GATE

FLAG

POLE

"DOOR BREACH"

TRAINING WALL

METAL

AWNING

METAL AWNING

& CONC PAD

POLE MOUNTED

SECURITY CAMERA

METAL

CARPORT

GUARDRAIL PARKING

BARRIER (TYPICAL)

EXISTING TREE

LINE

EXISTING TREE

LINE

EXISTING 100 YARD

SHOOTING RANGE

EXISTING 35 YARD

SHOOTING RANGE

EARTHEN BASKET

BARRIER WALL

EARTHEN BASKET

BARRIER WALL

EXISTING GRAVEL

PARKING

EXISTING GRAVEL

PARKING

EXISTING

GRAVEL DRIVE

CONC PAD

EXISTING

GRAVELED AREA

EXISTING

DETENTION/SEDIMENT

POND 2

100YR ELEV ~ 1072

100YR ELEV

~ 1072

1082.9

1083.1 1082.9

1082.7

IE=1080.54

12" HDPE

1082.3

1070.2

1087.7

1095.3 1098.6 1098.6

1092.8

1090.3

1095.0

1095.9

1099.01103.31106.11108.31110.3 1111.9

1111.3 1106.9

1121.0 1124.2

1130.0 1142.81145.9

1143.81139.41131.4

1122.4 1113.0

1107.4

1120.3 1124.5

1126.3

1121.9 1119.0 1114.7 1112.4 1112.4

1086.4

1086.3

1094.4

1094.4 1093.8

1086.7

1087.6

1089.7

1094.0

1101.7

SIREN

NORTHSIDE OF

CONTROL BOXES

X-TIE WALLS

X-TIE WALLS

X-TIE WALLS

X-TIE WALLSLINE OF

CONTROL BOXES

4" WIDE CONCRETE WALL ON NORTH

SIDE OF LINE OF CROSS TIES

LINE OF

CONTROL BOXES

LINE OF X-TIES

LINE OF X-TIES

REVISION 1 IS THE AREA

NORTH OF THE TARGET

PRACTICE AREA

1086.241085.10

1086.27 1083.64

TW=1088.09

BW=1085.08

TW=1089.27

BW=1086.29

BW=1086.29

TW=1089.21

BW=1083.60

TW=1086.59

RANGE

FLAG

WOODEN

RAMP

DUMPSTER

~GRASS~

~DIRT~

~DIRT HAUL ROAD~

(POOR CONDITION)

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

~ GRASS ~ ~ GRASS ~

~ WOODED ~

~ WOODED ~

~ TARGET PRACTICE AREA ~

~ GRASS AND DIRT ~

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

001 014

9470 OLD FEDERAL RD

BALL GROUND

GA

30107

FORSYTH COUNTY

MINE

16.86

001 004

8880 OLD FEDERAL RD

BALL GROUND

GA

30107

EAGLE POINT LANDFILL LLC

MINE

689.93

EX

IS

TI

NG

S

TR

EA

M EXISTING TREE LINE

Sheet Number

Sheet Title

Project Title

Initial Issue Date:

Checked By:

Drawn By:

Project No.

E st ab lis he d

H U

S S E

Y G

A Y

B E

L L

B rec kin rid ge B lvd

Bu ild ing

0, D

UL

UT

H, G

A

6 /

T :77

0.9

.16

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

Project Location

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

rig ht

Address City, State Zip Land Lot District-Section County

OVERALL SITE AREA

C02.0

NA

RAR

02-27-2026

FORSYTH SHERIFF'S

TRAINING SITE

25037

FORSYTH COUNTY

514 WEST MAPLE STREET,

SUITE 201

CUMMING, GA 30040

Phone: (770) 205-4550

Contact: JAMES SKINNER

(770) 205-4550

9470 OLD FEDERAL RD

BALL GROUND, GA 30107

3RD

FORSYTH

D es cr ip tio n

N o.

D at e A pp

B y

R

EV

IS

IO

N

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

AutoCAD SHX Text A/C

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING WATER LINE - CONTRACTOR TO VERIFY IN FIELD BEFORE CONSTRUCTION

AutoCAD SHX Text 84.1'

AutoCAD SHX Text 344.0'

AutoCAD SHX Text 467.6'

AutoCAD SHX Text 764.4' noah anderson

AutoCAD SHX Text

2/27/2026 5:58 PM

AutoCAD SHX Text erostree.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037e.dwg

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

BOUNDARY INFO NOTE: TOPOGRAPHY IS A COMBINATION OF HGB FIELD SURVEY INFORMATION AND COUNTY GIS INFORMATION.

1123.8

1086.5

1087.8

1088.1

1086.3 1086.5

1087.6

1088.1

1087.0

1084.0

1084.8 1085.4

1085.4 1085.8

1085.8

1086.0

1086.4

1086.4

1086.3

1086.21086.4

1086.0

1084.5

1086.41086.01085.5

1086.2

1087.3

1086.8 1086.7

1083.4

1082.9

1083.1 1082.9

1082.7

1069.4

1068.2

1068.1

1068.3

1068.6

1069.1

1070.2

1070.4

1069.4

1069.7

1069.2

HW

TOP=1080.80

IE=1075.85

IE=1091.03

IE

=1

9.1

IE=1080.54

IE=1071.10

IE=1070.03

IE=1073.71

PED. INLET

TOP=1084.86

INLET =1084.09

IE OUT=1081.21

PED. INLET

TOP=1083.71

INLET=1082.69

IE OUT=1078.86

±1331 SF SINGLE STORY

MODULAR BUILDING

CONEX BOX

CONEX BOX

TRAILER

TRAILER

" H

DP

E

30" RCP

12" HDPE

12" CPP

15" HDPE

~GRAVEL DRIVE~

T.B.M.

60-D NAIL SET

EL=1082.59

T.B.M.

SEWAGE

TANK

WOODEN

STOOP

METAL

GATE

FLAG

POLE

"DOOR BREACH"

TRAINING WALL

METAL

AWNING

METAL AWNING

& CONC PAD

POLE MOUNTED

SECURITY CAMERA

METAL

CARPORT

GUARDRAIL PARKING

BARRIER (TYPICAL)

EXISTING TREE

LINE

EXISTING TREE

LINE

EXISTING 100 YARD

SHOOTING RANGE

EXISTING 35 YARD

SHOOTING RANGE

EARTHEN BASKET

BARRIER WALL

EARTHEN BASKET

BARRIER WALL

EXISTING GRAVEL

PARKING

EXISTING GRAVEL

PARKING

EXISTING

GRAVEL DRIVE

CONC PAD

EXISTING

GRAVELED AREA

EXISTING

DETENTION/SEDIMENT

POND 2

100YR ELEV ~ 1072

100YR ELEV

~ 1072

1082.9

1083.1 1082.9

1082.7

IE=1080.54

12" HDPE

1082.3

1070.2

1087.7

1098.6

1092.8

1090.3

1095.0

1095.9

1086.4

1086.31086.7

1087.6 SIREN

NORTHSIDE OF

CONTROL BOXES

901090 10

X-TIE WALLS

X-TIE WALLS

X-TIE WALLS

X-TIE WALLS

LINE OF

CONTROL BOXES

4" WIDE CONCRETE WALL ON NORTH

SIDE OF LINE OF CROSS TIES

LINE OF

CONTROL BOXES

LINE OF X-TIES

LINE OF X-TIES

REVISION 1 IS THE AREA

NORTH OF THE TARGET

PRACTICE AREA

1086.241085.10

1086.27 1083.64

TW=1088.09

BW=1085.08

TW=1089.27

BW=1086.29

BW=1086.29

TW=1089.21

BW=1083.60

TW=1086.59

RANGE

FLAG

WOODEN

RAMP

DUMPSTER

~GRASS~

~DIRT~

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

~ TARGET PRACTICE AREA ~

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

001 014

9470 OLD FEDERAL RD

BALL GROUND

GA

30107

FORSYTH COUNTY

MINE

16.86

001 004

8880 OLD FEDERAL RD

BALL GROUND

GA

30107

EAGLE POINT LANDFILL LLC

MINE

689.93

Sheet Number

Sheet Title

Project Title

Initial Issue Date:

Checked By:

Drawn By:

Project No.

E st ab lis he d

H U

S S E

Y G

A Y

B E

L L

B rec kin rid ge B lvd

Bu ild ing

0, D

UL

UT

H, G

A

6 /

T :77

0.9

.16

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

Project Location

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

rig ht

Address City, State Zip Land Lot District-Section County

EXISTING CONDITIONS

C02.1

NA

RAR

02-27-2026

FORSYTH SHERIFF'S

TRAINING SITE

25037

FORSYTH COUNTY

514 WEST MAPLE STREET,

SUITE 201

CUMMING, GA 30040

Phone: (770) 205-4550

Contact: JAMES SKINNER

(770) 205-4550

9470 OLD FEDERAL RD

BALL GROUND, GA 30107

3RD

FORSYTH

D es cr ip tio n

N o.

D at e A pp

B y

R

EV

IS

IO

N

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

AutoCAD SHX Text A/C

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING WATER LINE - CONTRACTOR TO VERIFY IN FIELD BEFORE CONSTRUCTION

AutoCAD SHX Text

EXISTING SEDIMENT/DETENTION POND 2

AutoCAD SHX Text noah anderson

AutoCAD SHX Text

2/27/2026 5:58 PM

AutoCAD SHX Text survey.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037e.dwg

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

1116.3

1120.0

1124.3

1131.9

1123.8

1086.5

1087.8

1088.1

1086.3 1086.5

1087.6

1088.1

1087.0

1084.0

1084.8 1085.4

1085.4 1085.8

1085.8

1086.0

1086.4

1086.4

1086.3

1086.21086.4

1086.0

1084.5

1086.41086.01085.5

1086.2

1087.3

1086.8 1086.7

1083.4

1082.9

1083.1 1082.9

1082.7

1069.4

1068.2

1068.1

1068.3

1068.6

1069.1

1070.2

1070.4

1069.4

1069.7

1069.2

HW

TOP=1080.80

IE=1075.85

IE=1091.03

IE

=1

9.1

IE=1080.54

IE=1071.10

IE=1070.03

IE=1073.71

PED. INLET

TOP=1084.86

INLET =1084.09

IE OUT=1081.21

PED. INLET

TOP=1083.71

INLET=1082.69

IE OUT=1078.86

±1331 SF SINGLE STORY

MODULAR BUILDING

CONEX BOX

CONEX BOX

TRAILER

TRAILER

" H

DP

E

30" RCP

12" HDPE

12" CPP

15" HDPE

~GRAVEL DRIVE~

T.B.M.

60-D NAIL SET

EL=1082.59

T.B.M.

60-D NAIL SET

EL=1128.96

SEWAGE

TANK

WOODEN

STOOP

METAL

GATE

FLAG

POLE

"DOOR BREACH"

TRAINING WALL

METAL

AWNING

METAL AWNING

& CONC PAD

POLE MOUNTED

SECURITY CAMERA

METAL

CARPORT

GUARDRAIL PARKING

BARRIER (TYPICAL)

EXISTING TREE

LINE

EXISTING TREE

LINE

EXISTING 100 YARD

SHOOTING RANGE

EXISTING 35 YARD

SHOOTING RANGE

EARTHEN BASKET

BARRIER WALL

EARTHEN BASKET

BARRIER WALL

EXISTING GRAVEL

PARKING

EXISTING GRAVEL

PARKING

EXISTING

GRAVEL DRIVE

CONC PAD

EXISTING

GRAVELED AREA

EXISTING

DETENTION/SEDIMENT

POND 2

100YR ELEV ~ 1072

100YR ELEV

~ 1072

1082.9

1083.1 1082.9

1082.7

IE=1080.54

12" HDPE

1082.3

1070.2

1087.7NORTHSIDE OF

CONTROL BOXES

1090 10

X-TIE WALLS

X-TIE WALLS

X-TIE WALLS

X-TIE WALLSLINE OF

CONTROL BOXES

4" WIDE CONCRETE WALL ON NORTH

SIDE OF LINE OF CROSS TIES

LINE OF

CONTROL BOXES

1086.27 1083.64

TW=1089.27

TW=1089.21

BW=1083.60

TW=1086.59

RANGE

FLAG

WOODEN

RAMP

DUMPSTER

~GRASS~

~DIRT~

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

~ TARGET PRACTICE AREA ~

EA

RT

HE

N

BA

SK

ET

BA

RR

IE

R W

AL

L

001 014

9470 OLD FEDERAL RD

BALL GROUND

GA

30107

FORSYTH COUNTY

MINE

16.86

001 004

8880 OLD FEDERAL RD

BALL GROUND

GA

30107

EAGLE POINT LANDFILL LLC

MINE

689.93

Sheet Number

Sheet Title

Project Title

Initial Issue Date:

Checked By:

Drawn By:

Project No.

E st ab lis he d

H U

S S E

Y G

A Y

B E

L L

B rec kin rid ge B lvd

Bu ild ing

0, D

UL

UT

H, G

A

6 /

T :77

0.9

.16

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

Project Location

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

rig ht

Address City, State Zip Land Lot District-Section County

ESPC NOTE

GENERAL DEMO NOTE

DEMOLITION PLAN

C03.0

NA

RAR

02-27-2026

FORSYTH SHERIFF'S

TRAINING SITE

25037

Know what's below.

before you dig.Call

R

FORSYTH COUNTY

514 WEST MAPLE STREET, SUITE

CUMMING, GA 30040

Phone: (770) 205-4550

Contact: JAMES SKINNER

(770) 205-4550

9470 OLD FEDERAL RD

BALL GROUND, GA 30107

3RD

FORSYTH

D es cr ip tio n

N o.

D at e A pp

B y

R

EV

IS

IO

N

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

AutoCAD SHX Text A/C

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING WATER LINE - CONTRACTOR TO VERIFY IN FIELD BEFORE CONSTRUCTION

AutoCAD SHX Text

REMOVE 15" HDPE & INLET

AutoCAD SHX Text

TEMPORARILY RELOCATE DUMPSTER

AutoCAD SHX Text

REMOVE GUARDRAILS (TYP)

AutoCAD SHX Text

REMOVE 18" HDPE

AutoCAD SHX Text

REMOVE GUARDRAIL

AutoCAD SHX Text

TANK TO REMAIN SEE NOTE 1

AutoCAD SHX Text

EXISTING SIGNS TO BE REMOVED AND REPLACED

AutoCAD SHX Text

GATE TO REMAIN

AutoCAD SHX Text

GUARDRAILS TO REMAIN

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

EXISTING CONC PAD AND AWNING TO REMAIN

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text

EXISTING SPIGOT TO BE RELOCATED. SEE SITE/UTILITY PLAN

AutoCAD SHX Text

WM TO REMAIN SEE SITE/UTILITY PLAN

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

REMOVE & REINSTALL GATE

AutoCAD SHX Text

REMOVE GUARDRAIL AS NECESSARY TO INSTALL INLET AND PIPE

AutoCAD SHX Text

EXISTING SEDIMENT/DETENTION POND 2

AutoCAD SHX Text

50' FRONT YARD LANDSCAPE STRIP

AutoCAD SHX Text

50' FRONT YARD LANDSCAPE STRIP

CONTRACTOR SHALL INSTALL ALL APPLICABLE EROSION, SEDIMENT, & POLLUTION CONTROL MEASURES AS SHOWN ON THE INITIAL ESPC PLAN PRIOR TO SITE CLEARING AND DEMOLITION OPERATIONS.

AutoCAD SHX Text CONTRACTOR TO REMOVE ALL ABOVEGROUND VEGETATION AND UTILITIES AS NEEDED. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATION OR REMOVAL WITH APPROPRIATE UTILITY COMPANY.

AutoCAD SHX Text noah anderson

AutoCAD SHX Text

2/27/2026 5:59 PM

AutoCAD SHX Text normal.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037e.dwg

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

DEMOLITION NOTES: 1. EXISTING SANITARY SEWER SERVICE IS PROVIDED IN A PLASTIC HOLDING EXISTING SANITARY SEWER SERVICE IS PROVIDED IN A PLASTIC HOLDING TANK LOCATED ON THE SOUTH SIDE OF THE MODULAR BUILDING. THIS IS TO REMAIN UNDISTURBED. 2. EXISTING WATER SERVICE SHALL BE LOCATED AND MAINTAINED PRIOR TO EXISTING WATER SERVICE SHALL BE LOCATED AND MAINTAINED PRIOR TO AND DURING CONSTRUCTION. 3. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS CONVENIENCE THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE MEANS AND METHODS IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE MEANS AND METHODS OF RELOCATING EXISTING UTILITIES IN A MANOR THAT MAINTAINS SERVICE. 5. ALL WEATHER AND SAFE ACCESS TO THE EXISTING BUILDING MUST BE ALL WEATHER AND SAFE ACCESS TO THE EXISTING BUILDING MUST BE MAINTAINED AT ALL TIMES. 6. THE EXISTING GRAVEL/GAB MAY BE USED AS FILL IN AREAS AS APPROVED THE EXISTING GRAVEL/GAB MAY BE USED AS FILL IN AREAS AS APPROVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. 7. PHASING OF THE DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR.PHASING OF THE DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR.

±1331 SF SINGLE STORY

MODULAR BUILDING

CONEX BOX

CONEX BOX

TRAILER

TRAILER

T.B.M.

60-D NAIL SET

EL=1082.59

T.B.M.

60-D NAIL SET

EL=1128.96

SEWAGE

TANK

WOODEN

STOOP

METAL

GATE

FLAG

POLE

"DOOR BREACH"

TRAINING WALL

METAL

AWNING

METAL AWNING

& CONC PAD

POLE MOUNTED

SECURITY CAMERA

METAL

CARPORT

EXISTING TREE

LINE

EXISTING TREE

LINE

EXISTING 100 YARD

SHOOTING RANGE

EARTHEN BASKET

BARRIER WALL

EARTHEN BASKET

BARRIER WALL

CONC PAD

EXISTING

DETENTION/SEDIMENT

POND 2

RANGE

FLAG

WOODEN

RAMP

DUMPSTER

~GRASS~

~DIRT~

~DIRT HAUL ROAD~

(POOR CONDITION)

~ TARGET PRACTICE AREA ~

001 014

9470 OLD FEDERAL RD

BALL GROUND

GA

30107

FORSYTH COUNTY

MINE

16.86

001 004

8880 OLD FEDERAL RD

BALL GROUND

GA

30107

EAGLE POINT LANDFILL LLC

MINE

689.93

Sheet Number

Sheet Title

Project Title

Initial Issue Date:

Checked By:

Drawn By:

Project No.

E st ab lis he d

H U

S S E

Y G

A Y

B E

L L

B rec kin rid ge B lvd

Bu ild ing

0, D

UL

UT

H, G

A

6 /

T :77

0.9

.16

Th is dr aw ing an d t he ir re pr od uc tio ns ar e t he pr op er ty of th e e ng ine er an d m ay no t t o b e re pr od uc ed

, p ub lis he d, or us ed in w ho le or in pa rt wi th ou t t he w rit ten pe rm iss ion of th e e ng ine er c

Project Location

HU

SS

EY

, G

AY

, B

EL

L &

D eY

OU

NG

rig ht

Address City, State Zip Land Lot District-Section County

PARKING SUMMARY

C04.1

PAVEMENT LEGEND

SITE & UTILITY PLAN

C04.0

NA

RAR

02-27-2026

FORSYTH SHERIFF'S

TRAINING SITE

25037

9470 OLD FEDERAL RD

BALL GROUND, GA 30107

3RD

FORSYTH

D es cr ip tio n

N o.

D at e A pp

B y

R

EV

IS

IO

N

FORSYTH COUNTY

514 WEST MAPLE STREET, SUITE

CUMMING, GA 30040

Phone: (770) 205-4550

Contact: JAMES SKINNER

(770) 205-4550

This document is prepared for the exclusive use of FORSYTH COUNTY and shall not be relied on by any other person or entity.

VICINITY MAP

N.T.S.

C04.0 C04.1

C04.0

MATCH LINE

AutoCAD SHX Text W

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 20.0'

AutoCAD SHX Text

CONCRETE WHEEL STOPS TYP.

AutoCAD SHX Text

CONCRETE WHEEL STOPS TYP.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 28.0'

AutoCAD SHX Text 42.0'

AutoCAD SHX Text 25.5'

AutoCAD SHX Text

EXISTING SEDIMENT/DETENTION POND #2

AutoCAD SHX Text

100 YR = 1072.01

AutoCAD SHX Text

PROPOSED GUARDRAIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 12.7'

AutoCAD SHX Text

INSTRUCTOR PARKING

AutoCAD SHX Text

STUDENT PARKING

AutoCAD SHX Text

EXISTING 4' SIDEWALK

AutoCAD SHX Text

2' RIBBON CURB

AutoCAD SHX Text 2.5'

AutoCAD SHX Text ~10.8'

AutoCAD SHX Text 11'

AutoCAD SHX Text 5'

AutoCAD SHX Text

10' TYP

AutoCAD SHX Text 15'

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

24" STD C&G

AutoCAD SHX Text 24.0'

AutoCAD SHX Text

2'ROLL CURB

AutoCAD SHX Text

5' TRANS TO ROLL CURB THRU RADII

AutoCAD SHX Text

5.1'CURB TRANSITION 0"-6"

AutoCAD SHX Text RELOCATE SPIGOT AND REPLACE WITH FROST PROOF WOODFORD YARD HYDRANT (DRINKING WATER SAFE)

AutoCAD SHX Text

INSTALL EXIST WM IN H-20 RATED VAULT AND LID

AutoCAD SHX Text W

AutoCAD SHX Text

EXTEND WATERLINE MATCH TYPE AND SIZE

AutoCAD SHX Text

END PAVING INSTALL 2' RIBBON CURB

AutoCAD SHX Text

24" STD C&G

AutoCAD SHX Text 22.0'

AutoCAD SHX Text

BC TO EP

AutoCAD SHX Text

5" SOLID YELLOW LINE

AutoCAD SHX Text R50.0'

AutoCAD SHX Text R90.0'

AutoCAD SHX Text

EXISTING PRIVATE DIRT ROAD

AutoCAD SHX Text

REPLACE SIGNS

AutoCAD SHX Text

CONTINUE C&G 5' PAST SWCB. TAPER CURB 0" TO 6" & GUTTER 0' TO 2' OVER 10'

AutoCAD SHX Text

NEW 27' SWING GATE

AutoCAD SHX Text

5' CURB TAPER 6" TO 0"

AutoCAD SHX Text

6" INTEGRAL CURB

AutoCAD SHX Text

4'CURB TRANSITION 0"-6"

AutoCAD SHX Text

EXISTING GUARDRAIL TO REMAIN

AutoCAD SHX Text

LIMIT OF CONSTRUCTION

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text 61.2'

AutoCAD SHX Text

AutoCAD SHX Text

50' FRONT YARD LANDSCAPE STRIP

AutoCAD SHX Text

50' FRONT YARD LANDSCAPE STRIP

* SHOOTING RANGE STANDARD REQUIREMENTS:

AutoCAD SHX Text

ONE PER FIRING POINT, PLUS ONE PER EMPLOYEE

AutoCAD SHX Text

28 FIRING POINTS + 0 ON SITE EMPLOYEES

AutoCAD SHX Text

= 28 SPACES REQ.

AutoCAD SHX Text

** BASED ON LATEST A.D.A CODE OF

AutoCAD SHX Text

FOR TOTAL PROPOSED SPACES

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

HANDICAP

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

NEW

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

HEAVY DUTY ASPHALT PAVEMENT

AutoCAD SHX Text NOTE: CONTRACTOR SHALL MATCH ALL NEW PAVEMENT, SIDEWALK, AND/OR CURB & GUTTER WITH EXISTING AT ALL CONNECTION POINTS. PROIVDE SEALANT AT ALL JOINTS BETWEEN EX. AND PROPOSED ASPHALT PAVEMENTS TO PROVIDE A SMOOTH & SEAMLESS TRANSITION.

AutoCAD SHX Text NOTE: ALL DIMENSIONS ARE TO THE BACK OF CURB, EDGE OF PAVEMENT (IF NO CURB), FACE OF BUILDING, CENTER OF COLUMN, CENTER OF STRUCTURE, CENTERLINE OF PIPE UNLESS OTHERWISE NOTED.

AutoCAD SHX Text noah anderson

AutoCAD SHX Text

2/27/2026 5:59 PM

AutoCAD SHX Text normal.ctb

AutoCAD SHX Text i:\aprojeng\2025\25037-forsyth sheriffs training site\dwg\production\25037e.dwg

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC…