PERMIT SET THROUGH REVISION #1

PROJECT TITLE :

VICINITY MAP :

DRAWING INDEX : 42 TOTAL

GENERAL INFORMATION - 6

PROJECT NARRATIVE:

ARCHITECTURAL - 8

A8.1

A7.1

A4.1

A3.2

A3.1

A2.1

A1.2

A1.1-R.1

Reflected Ceiling Plan

Interior Elevations & Cabinet Details

Wall Sections

Building Section

Exterior Elevations

Finish & Material Schedules,Door & Window Types, Details

Roof Plan

Floor Plan & Details

LS1.1

G1.5

G1.4

G1.3

G1.2

G1.1-R.1

Life Safety Floor Plan

Drawing Specifications

Drawing Specifications

Drawing Specifications

General Information

Title Sheet, Drawing Index & Code Summary provide additional warehouse space.

renovation remains the same. A small addition will storage space. The proposed use following

This building previously housed offices and

PLUMBING - 3

MECHANICAL - 7

ELECTRICAL - 4

FRONT ELEVATION

MECHANICAL / PLUMBING / FIRE PROTECTION

Total Engineering

Macon, Georgia 31201 169 New Street

Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3

Safety Fire Commissioner Chapter 120-3-20.-02(2)(b) as adopted and amended by the Rules and Regulations of the

2010 Americans with Disabilities Act Standards for Accessible Design

Georgia Amendments

2015 International Energy Conservation Code with

2023 National Electrical Code

Fire Code Commissioner Chapter 120-3-3.-04(53) adopted and amended by the Rules and Regulations of the Safety

2019 edition of NFPA 72 (National Fire Alarm and Signaling Code), as of the Safety Fire Code Commissioner Chapter 120-3-3.-04(10)

Systems), as adopted and amended by the Rules and Regulations

2019 edition of NFPA 13 (Standard for the Installation of Sprinkler

2018 International Plumbing Code with Georgia Amendments

2018 International Mechanical Code with Georgia Amendments

Chapter 120-3-3.-04(72)

Regulations of the Safety Fire Code Commissioner

2024 Life Safety Code as adopted and amended by the Rules and

Chapter 120-3-3.-04(3)

Rules and Regulations of the Safety Fire Code Commissioner

2018 International Fire Code as adopted and amended by the

2018 International Building Code with Georgia Amendments

CONSULTANTS :

BUILDING CODE ANALYSIS :

APPLICABLE CODES

AUTO SPRINKLER SYSTEM:

FIRE ALARM SYSTEM:

DEFFERED SUBMITTALS (Separate permit)

BUILDING DATA

CONSTRUCTION TYPE:

CLASSIFICATION(S):

LIFE SAFETY CODE USE

OCCUPANCY TYPE:

TOTAL BUILDING AREA:

DESIGN OCCUPANT LOAD:

STRUCTURAL

CHANGE OF USE:

Pi-Tech Structural Engineers

Macon, Georgia 31210 115 Forest Hill Road

ELECTRICAL

Electrical Design Consultants

Macon, Georgia 31201 175 New Street, Suite 1

NO

CIVIL

IBC

RADIO SHOP

MBC

E4.1

E3.1

E2.1

E1.1

Power Riser Diagram

Floor Plan - Power & Systems

Floor Plan - Lighting

Electrical Legend, Schedules & Details

& Code Summary Drawing Index

Tile Sheet, G1.1-R.1

NO SCALE

MBC RADIO SHOP

4520 KNIGHT ROAD, MACON, GEORGIA

STRUCTURAL - 5

II B UNSPRINKLERED

STORAGE

BUSINESS

STORAGE (S-2)

BUSINESS (B)

2,944.5 SF

NO

NO

Graham Engineering Services

Warner Robins , Georgia 31088 253 Carl Vinson Parkway

CIVIL - 9

STORAGE: 895 S.F. / 300 = 3 PEOPLE

BUSINESS: 1,766 S.F. / 150 = 12 PEOPLE

TOTAL = 15 PEOPLE

C701

C602

C601

C402

C401

C302

C301

C201

C101

Site Details

ESPC Details

ESPC Plan

Pipe Profiles

Grading and Drainage Plan

Road Profile

Site Layout Plan

Existing Conditions Demolition Plan

Cover Sheet

Typical Light Gauge Details

Stair / Loading Dock Details

Roof Framing Plan

Foundation Plan

General Notes

S4.0

S3.0

S2.0

S1.0

S0.0

P1.1

P1.0-R.1

P0.1

Plumbing Plan - Water

Plumbing Plan - Sewer

Plumbing Specifications

M1.2

M1.1

M0.5

M0.4

M0.3

M0.2

M0.1

New Work Isometric Plan - Mechanical

New Work Floor Plan - Mechanical

Mechanical Details

Mechanical Details

Mechanical Schedules

Mechanical Specifications

Mechanical Legend, Abbreviations & Notes

MBC DEPARTMENT APPROVAL

Communications

Electrical

Facilities

HVAC

IT

11-17-2025 Revision #11

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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10-24-2025 Permit Set

S T

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CLEARANCES AT DOORS

STANDARD ADA MANEUVERING

X

X Y

Y

ADA NOTES :

HC.

M A

X

2'-0" 1'-0"

STANDARD WHEELCHAIR ACCESSIBLE STALLS

STANDARD ADA CLEARANCES

56" MIN.

59" MIN.

42" MIN.

COMPARTMENT

ACCESSIBLE TOILET

STANDARD AMBULATORY

TYPICAL ADA WHEELCHAIR REACH RANGES

"AMERICANS WITH DISABILITIES ACT".

ALL HANDICAPPED ACCESSORIES AND FIXTURES SHALL CONFORM TO THE

THE FOLLOWING NOTES FROM THE ADA GUIDELINES SHALL BE USED

ABOVE FINISHED FLOOR.

DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAT 4'-0"

USABLE FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE

FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND

HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORS ARE

OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED

TIGHT GRASPING OR TWISTING OF THE WRIST TO OPERATE. LEVER -

THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE

OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE

DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER 4.13.9

2.

1.

4.13.10

MEASURED TO THE LEADING EDGE OF THE DOOR.

SECONDS TO MOVE TO A POINT 3 IN FROM THE LATCH,

POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3

OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN

DOOR CLOSER. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD

4.13.11

(C) SLIDING OR FOLDING DOORS: 5 LBS.

(B) INTERIOR HINGED DOORS: 5 LBS.

(A) EXTERIOR HINGED DOOR: (RESERVED).

(2) OTHER DOORS.

ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.

(1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE

PULLING OPEN A DOOR SHALL BE AS FOLLOW:

DOOR OPENING FORCE. THE MAXIMUM FORCE FOR PUSHING AND

MAY HOLD THE DOOR IN A CLOSED POSITION.

RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO

FRONT EDGE OF THE FOUNTAIN.

BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE

FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST

UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING

HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS

THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4"

PARALLEL OR NEARLY PARLLEL TO THE FRONT OF THE UNIT.

SHALL DIRECT THE WATER FLOW IN A TRAJECTORY THAT IS

WATER COOLERS SHALL BE AT THE FRONT OF THE UNIT AND

SPOUT LOCATION. THE SPOUTS OF DRINKING FOUNTAINS AND4.15.3

4.16.6

DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED.

THIS SHEET. DISPENSERS THAT CONTROL DELIVERY, OR THAT

WITHIN REACH, AS SHOWN ON WATER CLOSET DRAWING

DISPENSERS. TOILET PAPER DISPENSERS SHALL BE INSTALLED

4.17.5

REDUCED TO A MINIMUM OF 3'-6"

DOOR SIDE OF THE STALL AND ANY OBSTRUCTION MAY BE

THE LATCH SIDE OF THE STALL DOOR, CLEARANCE BETWEEN THE

SHALL COMPLY WITH 4.13. IF TOILET STALL APPROACH IS FROM

DOORS. TOILET STALL DOORS, INCLUDING DOOR HARDWARE,

4.18.3

WITH 2'-5" CLEARANCE BETWEEN THEM.

THE FRONT EDGE OF THE URINAL RIM MAY BE PROVIDED

ACCESSIBLE ROUTE SHIELDS THAT DO NOT EXTEND BEYOND

APPROACH. THIS CLEAR SPACE SHALL JOIN OR OVERLAP AN

SHALL BE PROVIDED IN FRONT OF URINALS TO ALLOW FORWARD

CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE 2'-6" BY 4'-0"

4.19.4

BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL

UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE

EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES

4.27.4

GREATER THAN 5 LBS.

FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO

GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE

OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT

OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE

GRAB BARS

BLOCKING FOR

PROVIDE SOLID

GRAB BAR

WATER CLOSET

GRAB BAR

WATER CLOSETS DISPENSER

TOILET TISSUE

A D

U L

T

C H

IL

D

R E

N

M

IN

CLEARANCES

LAVATORY

WATER PIPES

AND EXPOSED HOT

INSULATE TRAP

MIRROR

DISPENSER

SOAP

DISPENSER

PAPER TOWEL

CLEARANCE

6" MAX. TOE

TO WALL

ON HANDRAIL

RETURN END

CLEARANCE

MIN. KNEE

CLEARANCE

MIN. KNEE

CLEARANCES

FOUNTAINS

DRINKING

17" TO 19"

AREA

IN SHADED

PERMITTED

EQUIPMENT

CLEARANCE

6" MAX. TOE

URINAL

MIRROR

DEPTH

MIN.

M

A X

M

IN

LIMITS: HIGH AND LOW

UNOBSTRUCTED SIDE REACH

LIMITS: HIGH AND LOW

UNOBSTRUCTED FORWARD REACH HANDRAIL

TO WALL

ON HANDRAIL

RETURN END

2 RAILS ARE NOT USED

34" AT ALL LOCATIONS WHERE

ADULT HANDRAIL HT. SHALL BE

* NOTE:

BOTTOM OF RUN

EXTENSION AT

TOP OF RUN

EXTENSION AT

STAIR HANDRAIL EXTENSIONS

OF ONE TREAD THAT IS REQUIRED AT EACH BOTTOM RISER.

Y IS THE MIN. HANDRAIL EXTENSION OF 1'-0" PLUS THE WIDTH

AT EACH TOP RISER.

NOTE: X IS THE 1'-0" MIN. HANDRAIL EXTENSION REQUIRED

SIGN

AT IN SWINGING DOORS

AT OUT SWINGING DOORS

PEEPHOLE

PEEPHOLE

ADA

HANDLE

DOOR

SIGNAGE FIRE EXTINGUISHER

THRESHOLD

DOOR

SELF-CLOSING

GRAB BAR

18" VERTICAL

DOOR LOCATION

ALTERNATE

CLEAR

MIN.

MAX.

4"

C L

E A

R M

IN

42" MIN.

12" MAX

W/ WALL MTD. WC

W/ FLOOR MTD. WC

GRAB BAR

18" VERTICAL

SPACE

FLOOR

CLEAR

MIN.

W/WALL MOUNTED WC

W/FLR MOUNTED WC

ONLY. OTHER APPROACHES = 4'-0" MIN.

MIN. LATCH APPROACH

SPACE

FLOOR

CLEAR

MIN.

CLEARANCES

LAVATORY

M

IN

M A

X

M

IN

M A

X

T O

SPACE

FLOOR

CLEAR

MIN.

CLEARANCES

FOUNTAINS

DRINKING

/4

T

O

/2

/4

M

A X

CHANGE IN LEVEL

ACCESSIBLE ROUTE

/2

M

A X

DOOR THRESHOLDS

ACCESSIBLE ROUTE

M

IN

AND BE SELF-CLOSING

DOOR MUST SWING-OUT

GRAB BAR

18" VERTICAL

C L

E A

R M

IN

60" MIN. 1

DOORWAY

CLEAR

MINIMUM

FRONT APPROACHES - SWINGING DOORS

PULL SIDE

2'-0" PREFERRED

1'-6" MIN.

M

IN

PUSH SIDE

LATCH.

A CLOSER AND A

DOOR HAS BOTH

NOTE X = 1'-0" IF X = 3'-6" MIN. IF Y = 4'-6"

NOTE X = 3'-0" MIN. IF Y = 5'-0"

PULL SIDE

HINGE SIDE APPROACHES - SWINGING DOORS

LATCH.

A CLOSER AND A

IF DOOR HAS BOTH

NOTE Y = 4'-0" MIN.

PUSH SIDE

IF DOOR HAS CLOSER.

NOTE Y = 4'-6" MIN.

PULL SIDE

2'-0" MIN.

X

Y

M

IN

LATCH SIDE APPROACHES - SWINGING DOORS

PUSH SIDE

2'-0" MIN.

X

IF DOOR HAS CLOSER .

NOTE Y = 4'-0" MIN.

M

IN

MIN.

M

IN

M

IN

M

IN

M

IN

M

IN

10" MAX.

1 1/4" TO 1 1/2" 2 1/4"

MIN.

1'-0" MIN. X

1'-6"

M

IN

C L

E A

R

M

A X

O F

L A

V

O R

S

IN

K

T O

R

IM

MAX.

HC.

TOILET PARTITION

TO WALL OR

42" MIN.

3'-6"

2'-8" MIN.

4'-6"

32"

M

IN

54" MIN.

36" 56" MIN.

59" MIN.

M

IN

2'-6"

2'-6"

N

O N

-A D

A

P E

R F

E R

E D

1'-0"

TREAD

1'-0"

/2

48"

30"

M A

X

42" 18"

16"-18"

39"-41"

3'-6"1'-0"

M

IN

7" - 9"

M A

X

M

IN

M

IN

M A

X A

D U

L T

8"

17"

M

IN

8"

M

IN

Information General

G1.2

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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Specifications Drawing

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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LS1.1

Floor Plan Life Safety

GRAPHIC SCALE IN FEET

0 5 10

FIRE EXTINGUISHER - 4A-80BC (SEMI-RECESSED)

LEGEND

FE-1

FIRE EXTINGUISHER - 6A-120BC (WALL BKT)

LIFE SAFETY FLOOR PLAN

1/4" = 1'-0"

FRAMING

SEE FINISH SCHEDULE

1A

1A

SECTION

ELEVATION

A

A NOT TO SCALE

NOT TO SCALE

F L

O O

R

O

CABINET

EXTINGUISHER

FIRE

LS1.1

LS1.1

LS1.1

F

IN

F

L R

FIRE EXTINGUISHER

T

O

DETAIL

FIRE EXTINGUISHER

SEMI-RECESSED1

TYPE & STUD SIZE

PLAN FOR WALL

WALL,-SEE FLOOR

LS1.1

1 1/2" = 1'-0"

CABINET W/ RETURNS

FIRE EXTINGUISHER

FE-2

1-HR RATED WALL DETAIL UL V340

NO SCALE

TRAVEL DISTANCE = 68'

= 56'

DISTANCE

TRAVEL

OF TRAVEL = 19'

COMMON PATH

60 MIN

60 M

IN

WALL LEGEND

METAL WALL PANELS (FW-120)

SHEATHING / WEATHER BARRIER /

BATT INSULATION / 15/32" EXTERIOR

6" STEEL STUDS @ 16" O/C W/

5/8" CDX PYWOOD (INTERIOR) /

EXTERIOR WALL -

BATTS, 5/8" GYPSUM WALL BOARD

TO PLAN FOR SIZE) W/ SOUND

STEEL STUDS @ 16" O/C (REFER

5/8" GYPSUM WALL BOARD,

INTERIOR WALL -

RUN TO ROOF DECK & SEAL.

CDX PLYWOOD ON WAREHOUSE SIDE,

BATTS, 5/8" FIRE RETARDANT TREATED

STEEL STUDS @ 16" O/C W/ SOUND

5/8" TYPE "X" GYPSUM WALL BOARD,

1-HR WALL UL V340 -

METAL WALL PANELS (FW-120)

SHEATHING / WEATHER BARRIER /

BATT INSULATION / 15/32" EXTERIOR

6" STEEL STUDS @ 16" O/C W/

5/8" GYPSUM WALL BOARD /

EXTERIOR WALL -

EXISTING - 2,417 S.F.

ADDITION - 415 S.F.

LOADING DOCK - 225 x 0.5 = 112.5 S.F.

TOTAL 2,944.5 S.F.

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PLANNERSARCHITECTS

Drawing Issue Schedule

Project No:

© COPYRIGHT 2025 BTBB inc.

NOT FOR REPRODUCTION

the user.

of liability and risk sole the at is drawing this on information the of use Any use. future any for professional design the of approval and review any implies drawing this of use the that indicate to or exact are etc details, dimensions, all that anyone to guarantee or warranty express any provide to construed be not should drawing this of delivery The

478.742.1208 / www.btbbinc.com

609 Cherry Street, Macon, GA 31201

2024-29

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WAREHOUSE

WORKSHOP OFFICE

OFFICE

SUPPLY

ADMIN.

WAITING

TL.

OFFICE

OFFICEBREAK

IT.

MECH.

WAREHOUSE

DOCK

LOADING

REF.

HALL

FE-2

VW1

TL.

FE-1

FE-2

DN

MECH.

MACON RADIO SHOP

VICINITY MAP

SITE

USGS QUADRANGLE

SITE

NATIONAL WETLANDS INVENTORYNFIP MAP FIRMETTE #13021C0128G

MONITORING LOCATION

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: TBD

PHONE: TBD

EMAIL: TBD

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

PHONE: 478-449-5820

EMAIL: CASEY@GRAHAMENGINEERINGSERVICES.COM

IPS = PROPERTY CORNER SET (REBAR)

IPF = PROPERTRY CORNER FOUND

CMF = CONCRETE MONUMENT FOUND

CMS = CONCRETE MONUMENT SET

= SURVEY CONTROL POINT

"X" = CHISELED "X"

LLL = LAND LOT LINE

BSL = BUILDING SETBACK LINE

SSE = SANITARY SEWER EASEMENT

UE = UTILITY EASEMENT

DE = DRAINAGE EASEMENT

DUE = DRAINAGE & UTILITY EASEMENT

LL = LAND LOT

POB = POINT OF BEGINNING

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PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

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TRAVERSE

S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

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No. 2865

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GSWCC L2 Design Professional Certification No. 416

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PROFESSIONAL

No. 45425

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GSWCC L2 Design Professional Certification No. 82580

C101

COVER SHEET

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SHEET INDEX

C101 COVER SHEET

C201 EXISTING CONDITIONS & DEMOLITION PLAN

C301 SITE LAYOUT PLAN

C401 GRADING AND DRAINAGE PLAN

C601 ESPC PLAN

C602 ESPC DETAILS

C701 SITE DETAILS

C302 ROAD PROFILES

C402 PIPE PROFILES

PERMITS & STANDARDS

1. ALL NECESSARY FEDERAL, STATE AND LOCAL PERMITS REQUIRED TO PERFORM THE WORK SHOWN AND NOTED HEREON

SHALL BE OBTAINED FROM THE ISSUING AUTHORITY, PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION

ACTIVITY.

2. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE RULES, REGULATIONS, STANDARDS & SPECIFICATIONS OF THE CITY MACON, GEORGIA, REGARDLESS OF THE ABSENCE OF “REVIEW/INSPECTION COMMENTS”.

3. THE CONTRACTOR IS REQUIRED TO NOTIFY THE LOCAL INSPECTOR 24 HOURS PRIOR TO ANY CONSTRUCTION

ACTIVITIES.

4. THE PROJECT SITE IS SUBJECT TO ALL RIGHT-OF-WAYS & EASEMENTS SHOWN AND/OR RECORDED, AND MAY BE

SUBJECT TO ADDITIONAL RIGHT-OF-WAYS/EASEMENTS NOT SHOWN OR RECORDED HEREON.

5. THE CONTRACTOR SHALL PERFORM A SITE INSPECTION PRIOR TO ANY CONSTRUCTION ACTIVITY, TO IDENTIFY ANY DISCREPANCIES BETWEEN THE APPROVED CONSTRUCTION DOCUMENTS AND EXISTING SITE CONDITIONS. IF DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY IN WRITING TO THE OWNER AND TRAVERSE LAND SERVICES

PRIOR TO WORK COMMENCEMENT.

6. THE LIMITS OF CONSTRUCTION HAVE BEEN DELINEATED ON THE SITE PLAN. REFER TO SPECIFICATIONS FOR PERIMETER FENCING. THE CONTRACTOR SHALL CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. ANY REPAIR OR RECONSTRUCTION OF DAMAGE TO ADJACENT PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS INCURRED FOR SAID REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA

COMPENSATION SHALL BE PROVIDED.

7. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION DOCUMENTS. ALL DIMENSIONS SHOWN ARE PERPENDICULAR/RADIAL AND ARE MEASURED FACE TO FACE OF CURB &

BUILDINGS OR FROM THE EDGE OF PAVEMENT IN THE ABSENCE OF CURBING.

8. ALL GRADED AREAS SHALL PROVIDE POSITIVE DRAINAGE IN THE DIRECTION INDICATED ON THE CONSTRUCTION DOCUMENTS SO AS TO PROVIDE A SMOOTH TRANSITION BETWEEN SURFACES WITH NO SHARP BREAKS IN GRADE AND NO STEEP OR REVERSE CROSS SLOPES. MINOR FIELD ADJUSTMENTS TO PROPOSED GRADES MAY BE NECESSARY TO CONSTRUCT THE DESIGN INTENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE.

9. CONTRACTOR SHALL VERIFY INVERTS & SPOT ELEVATIONS OF ALL TIE-INS TO EXISTING INFRASTRUCTURE & PAVEMENT

PRIOR TO INSTALLATION.

10. ALL PAVEMENT TO BE REMOVED SHALL BE SAW CUT.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PRIOR TO ORDERING PROJECT MATERIALS, THE MOST CURRENT SET OF “APPROVED” CONSTRUCTION DOCUMENTS FROM SCA INCLUDING BUT NOT LIMITED TO, PERMITTED SET(S) FROM ALL APPLICABLE AGENCIES AS APPROPRIATE. SCA SHALL ACCEPT NO RESPONSIBILITY FOR

IMPROPER ORDERING OF MATERIALS.

12. DO NOT SCALE FROM THESE DRAWINGS.” DIFFERENTIAL STRETCHING” OCCURS DURING THE REPRODUCTION PROCESS.

13. AN AS-BUILT SITE SURVEY AND REVISED HYDROLOGY/HYDRAULIC ANALYSIS SHALL BE SUBMITTED TO THE LOCAL CITY OR COUNTY GOVERNMENTAL AGENCY PRIOR TO FINAL APPROVAL AND ISSUANCE OF “CERTIFICATE OF OCCUPANCY”

FOR THIS PROJECT.

UTILITIES

1. THE CONTRACTOR SHALL NOTIFY THE MACON WATER AUTHORITY INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO BEGINNING

CONSTRUCTION - CALL CHIEF INSPECTOR JOEL HERNDON

(478) 464-5639.

2. ALL WORK PERFORMED IN ASSOOCIATION WITH THIS PROJECT MUST CONFORM TO THE STANDARDS AND SPECIFICATIONS OF MACON WATER AUTHORITY (MWA or THE AUTHORITY).

3. A "CERTIFIED BACKFLOW PREVENTION TESTER" SHALL TEST THE BACKFLOW PREVENTERS AT THE TIME OF INSTALLATION AND YEARLY THEREAFTER. A COPY OF THE REPORTS MUST BE SUBMITTED TO THE MACON WATER AUTHORITY, ATTN: ADRIENNE ONIBE, VIA EMAIL (BACKFLOW@MACONWATER.ORG) OR FAX (478-738-3864). ALL BACKFLOW PREVENTION DEVICES MUST BE INSTALLED AND TESTED WITHIN SEVEN (7) BUSINESS DAYS AFTER METER INSTALLTIONS AND ESTABLISHED USE OF THE METER ACCOUNTS. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL RESULT IN COMPLIANCE CHARGES ($100.00 PER DAY) AND/OR TERMINATION OF

WATER SERVICE

4. THE REQUIRED MINIMUM VERTICAL SEPERATION IS 18" BETWEEN SANITARY SEWER, WATER AND STORMWATER LINES.

5. METALLIC TAPE LOCATOR SHALL BE USED ON ALL SANITARY SEWER LATERALS.

6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION.

7. THE AUTHORITY REQUIRES ALL PUBLIC WATER METER MAINS TO BE INSTALLED WUTH DUCTILE IRON PIPE. FOR ANY WATER MAINS AND/OR FIRE SYSTEMS THAT BE CONSIDERED "PRIVATE" SYSTEMS, THE AUTHORITY STRONGLY RECOMMENDS THE INSTALLATION OF DUCTILE IRON PIPE; HOWEVER, IF THE OWNER CHOOSES TO INSTALL PVC, AND A LEAK OR BREAK SHOULD OCCUR AS A RESULT OF

USING PVC, THE AUTHORITY WILL NOT MAKE ANY ADJUSTMENTS TO THE WATER USAGE.

8. ALL BACKFLOW PREVENTION AND EXTENDING OF WATER SERVICE THROUGH THE PROPERTY WILL BE PERFORMED BY THE OWNER'S

CONTRACTOR .

9. THE CONTRACTOR SHALL PLACE BLACK PLASTIC BAGS OVER TOP OF ALL OUT-OF-SERVICE FIRE HYDRANTS UNTIL THE HYDRANTS

ARE IN SERVICE.

10. ALL UTILITY WORK MEETING THE DEFINITION OF "UTILITY CONTRACTING" AS DESCRIBED IN THE OFFICIAL CODE OF THE STATE OF GEORGIA, SECTION 43-14-2 SHALL ADHERE TO THE PRESCRIBED SECTIONS REGARDING "UTILITY CONTRACTOR" LICENSING

REQUIREMENTS.

11. CAUTION! UNDERGROUND UTILITY SERVICE ALERT 1 THE CONTRACTOR SHALL CALL THE TOLL FREE NUMBER-1.800.282.7411, A MINIMUM OF 48 HOURS PRIOR TO THE START OF ANY EXCAVATION AS SHOWN AND NOTED ON THE APPROVED PLANS.

12. INFRASTRUCTURE AND/OR UTILITIES SHOWN ON THESE PLANS ARE FROM GROUND LOCATION OF IDENTIFIABLE STRUCTURES AND “SURFACE DELINIATIONS” OF UNDERGROUND INFRASTRUCTURE (UPC) AVAILABLE AT THE TIME OF THE DESIGN SURVEY.

ADDITIONAL SURFACE & SUB-SURFACE INFRASTRUCTURE MAY EXIST. GRAHAM ENGINEERING SERVICES ACCEPTS NO

RESPONSIBILITY FOR THE COMPLETENESS OF THIS INFORMATION.

13. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY SAID UTILITIES PRIOR TO WORK COMMENCEMENT AND TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY GRAHAM ENGINEERING SERVICES IMMEDIATELY IF ANY EXISTING UTILITY LOCATIONS WILL EFFECT OR IMPEDE THE PROGRESSION OR COMPLETION OF THE DESIGN

INTENT AS SHOWN HEREON.

14. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY ENTITY WITH ANY REQUIRED RELOCATION OF EXISTING

UTILITIES, PRIOR TO THE START OF ANY CONSTRUCTION.

15. THE CONTRACTOR SHALL REMOVE SAID UTILITIES ONLY, AFTER APPROVAL FROM ALL INTERESTED PARTIES. THE CONTRACTOR SHALL COORDINATE ABANDONMENT AND/OR RELOCATION WITH THE APPROPRIATE UTILITY COMPANY OR ENTITY. ANY DISPOSAL OF SAID FACILITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL UTILITY AND OR GOVERNMENTAL REGULATIONS. ANY COSTS INCURRED IN THE REMOVAL/ABANDONMENT OF SAID INFRASTRUCTURE SHALL BE THE RESPONSIBILITY OF THE

OWNER/CONTRACTOR.

CLEARING & GRADING

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN PROTECTING EXISTING TRESS/VEGETATION AND COORDINATE ALL TREE

REMOVAL WITH THE OWNER PRIOR TO THE START OF ANY CONSTRUCTION.

2. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL EXCAVATED FROM THE SITE AND DISPOSED OF PROPERLY OFF-SITE.

3. STRUCTURAL FILL MATERIAL REQUIRED TO BRING THE SITE TO GRADE SHALL BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE

WITH ASTM D2487. ON-SITE SOILS FROM CUT AREAS MAY BE SUITABLE FOR FILL MATERIAL.

4. THE CONTRACTOR SHALL STOCKPILE AND LATER SPREAD A MINIMUM OF 6 INCHES OF TOPSOIL IN AREAS TO BE LANDSCAPED, SODDED OR SEEDED.

5. AT THE END OF EACH DAY, THE CONTRACTOR SHALL HAVE THE SITE GRADED IN SUCH A WAY SO AS NOT TO CAUSE ADVERSE IMPACT FROM RUN-OFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILT BARRIERS SHALL BE MAINTAINED AND REPAIRED IF

REQUIRED AT THE END OF EACH WORKING DAY .

6. GROUND SURFACE PREPARATION:

6.1. REMOVE VEGETATION INCLUDING GRASS, ROOTS, AND SURFICIAL ORGANICS, DEBRIS, UNSATISFACTORY SOILS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM THE GROUND SURFACE PRIOR TO THE PLACEMENT OF FILL MATERIAL.

PLOW STRIP, BREAKUP SLOPED SURFACES STEEPER THAN 2:1 SO THAT FILL MATERIAL WILL BOND WITH THE EXISTING SOILS. WHEN EXISTING GROUND SURFACE HAS A DENSITY LESS THAT THAT SPECIFIED UNDER COMPACTION FOR PARTICULAR AREA CLASSIFICATION, BREAKUP GROUND SURFACE, PULVERIZE, MOISTURE CONDITION TO OPTIMUM MOISTURE CONTENT, AND COMPACT TO REQUIRED DEPTH AND PERCENTAGE OF MAXIMUM DENSITY.

6.2. PLACE BACKFILL AND FILL MATERIAL IN LAYERS NOT MORE THAN 6 INCHES IN LOOSE FILL LIFTS COMPACTED BY HEAVY EQUIPMENT AND NOT MORE THAN 3 INCHES IN LOOSE FILL LIFTS COMPACTED BY HAND-OPERATED TAMPERS.

6.3. BEFORE COMPACTION, MOISTEN AND AERATE EACH LAYER AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT.

COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY OR RELATIVE DRY DENSITY FOR EACH AREA CLASSIFICATION. DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAINS

FROST OR ICE.

6.4. UNLESS OTHERWISE INDICATED OR DIRECTED BY GEOTECHNICAL CONSULTANT, COMPACT ALL BUILDING PADS & PAVEMENT SUBGRADE MATERIAL TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTMD698 CURRENT ADDITION). OTHER GRADED AREAS SHALL BE COMPACTED TO 95% STANDARD PROCTOR DRY DENSITY (+/- 2%) UNLESS OTHERWISE

SPECIFIED.

6.5. ALL GRADED AREAS SHALL BE PROOFROLLED WITH A 20 TON DUMP TRUCK. UNDERCUT ALL AREAS THAT PUMP AND

REPLACE WITH SUITABLE FILL MATERIAL AS SPECIFIED.

7. MOISTURE CONTROL:

7.1.WHERE SUBSURFACE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONDITIONED BEFORE COMPACTION, UNIFORMLY

APPLY WATER TO SURFACE OF SUBGRADE OR SOIL LAYER. APPLY WATER IN MINIMUM QUANTITIES AS NECESSARY TO PREVENT FREE WATER FROM APPEARING ON THE SURFACE DURING OR SUBSEQUENT TO COMPACTION OPERATIONS.

7.2.REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, SOIL MATERIAL THAT IS TOO WET TO ALLOW FOR REQUIRED SPECIFIED

DENSITY.

7.3.SPREAD SOIL MATERIAL THAT HAS BEEN REMOVED DUE TO EXCESSIVE MOISTURE CONTENT. ASSIST THE DRYING PROCESS BY DISKING, HARROWING, OR PULVERIZING UNTIL MOISTURE CONTENT IS REDUCED TO A SATISFACTORY VALUE.

7.4.THE CONTRACTOR SHALL NOTIFY SCA & OWNER IMMEDIATELY UPON THE DISCOVERY OF ANY GROUNDWATER, SUB-SURFACE SEEPAGE, OR SPRINGS DURING THE COURSE OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO CONSULT WITH A REGISTERED GEOTECHNICAL ENGINEER FOR SITE INSPECTION, AND TO MAKE

RECOMMENDATIONS REGARDING THE EVIDENCE AND REMEDIATION OF SUBSURFACE WATERS.

8. QUALITY CONTROL TESTING DURING CONSTRUCTION:

8.1.ALLOW GEOTECHNICAL TESTING SERVICE TO INSPECT AND APPROVE EACH SUBGRADE, BACKFILL OR FILL LAYER BEFORE

FURTHER FILL OR CONSTRUCTION WORK IS CONTINUED. TESTING SHALL BE PERFORMED EVERY 10,000 SF OF AREA PER

ONE FOOT LIFT OR AS DIRECTED BY A REGISTERED GEOTECHNICAL ENGINEER.

8.2.GEOTECHNICAL SPECIFICATIONS DESCRIBED HEREIN ARE GUIDELINES ONLY AND SHOULD BE VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. RECOMMENDATIONS FROM A REGISTERED

GEOTECHNICAL ENGINEER SHALL SUPERSEDE THE ABOVE RECOMMENDATIONS.

CLEARING & GRADING

MACON WATER AUTHORITY STANDARD NOTES

1. THE OPERATION AND MAINTENANCE OF THE STORM WATER MANAGEMENT FACILITIES AND ASSOCIATED CONVEYANCE

STRUCTURES/PRACTICES (I.E. DETENTION PONDS, PIPES NOT WITHIN PUBLIC RIGHT-OF-WAY, INLETS, OUTLETS, RIPRAP, ETC.) WILL BE SOLE RESPONSIBILITY OF THE PROPERTY OWNER. THESE FACILITIES AND STRUCTURES SHALL BE KEPT CLEAR OF TRASH, DEBRIS, OR ANY OBSTRUCTIONS THAT WOULD PREVENT PROPER FUNCTION OF THE DRAINAGE

SYSTEM.

2. THE OWNER/ENGINEER/DEVELOPER WILL BE RESPONSIBLE FOR VERIFYING ANY ADDITIONAL PERMIT REQUIREMENTS FROM

EPD/USACE OR ANY OTHER GOVT. AGENCY.

3. ALL WORK IN THE RIGHT-OF-WAY WILL BE SUBJECT TO MACON BIBB COUNTY PERMITTING REQUIREMENTS.

4. ALL WORK PERFORMED IN ASSOCIATION WITH THIS PROJECT MUST CONFORM TO THE STANDARDS AN SPECIFICATIONS

OF THE MACON WATER AUTHORITY (MWA OR THE AURHORITY)

5. THE CONTRACTOR SHALL NOTIFY THE MACON WATER AUTHORITY INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO

BEGINNING CONSTRUCTION - CALL CHIEF INSPECTOR JOEL HERNDON (478) 464-5639

6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXSTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION.

MATERIALS

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PRIOR TO ORDERING

PROJECT MATERIALS, THE MOST CURRENT SET OF “APPROVED” CONSTRUCTION

DOCUMENTS INCLUDING BUT NOT LIMITED TO, PERMITTED SET(S) FROM ALL APPLICABLE

AGENCIES AS APPROPRIATE. TRAVERSE LAND SERVICES SHALL ACCEPT NO RESPONSIBILITY

FOR IMPROPER ORDERING OF MATERIALS.

2. WATER, SEWER & STORM PIPE MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS.

2.1. WATER MAINS DUCTILE IRON PIPE CLASS 350 (AWWA C 151)

PVC C-900

SDR-21 WITH UTILITY AUTHORITY APPROVAL

2.2. SERVICE LINES PVC SCHEDULE 40

HDPE SDR 9 (ASTM D3035)

2.3. IRRIGATION: PURPLE PIPE (ASTM 2737)

2.4. SANITARY SEWER: DUCTILE IRON PIPE CLASS 350 (AWWA C 151)

PVC SDR 35 (ASTM D-3034)

2.5. STORM SYSTEM: RCP CLASS III (ASTM C76)

CORRUGATED HDPE INTEGRALLY FORMED SMOOTH INTERIOR

(ASHTO M-294 TYPE 'S')

MOBILIZE

CONSTRUCT Co & PERIMETER BMPS

CLEARING-GRUBBING & DEMOLITION

CONSTRUCT SEDMENT BASINS

EARTHWORK/MASS GRADING

FOUNDATION CONSTRUCTION

TEMPORARY SITE STABILIZATION

STORM WATER CONTROL INSTALLATION

INFRASTRUCTURE CONSTRUCTION

SEDIMENT TRAP EXCAVATION

PAVEMENT GAB CONSTRUCTION

BUILDING CONSTRUCTION

PAVEMENT INSTALLATION

REMOVE TEMPORARY E&SC MEASURES

MAINTENANCE OF ES&PC MEASURES

DE-MOBILIZE

CONSTRUCTION SCHEDULE

OCTOBER NOVEMBER DECEMBER JANUARY FEBRUARY MARCH APRIL MAY JUNE

LANDSCAPING/FINAL STABILIZATION

CONSTRUCTION DATES

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PROJECT SCOPE

THE CURRENT PROJECT CONSISTS OF A BUILDING ADDITION, BUILDING

RENOVATION, A LOADING DOCK FOR TRACTOR TRAILERS, AND AND ACCESS ROAD

FOR THE TRACTOR TRAILERS. THERE IS NO PROPOSED DRINKING WATER OR

SANITARY SEWER WORK PROPOSED FOR THIS PROJECT. PROPOSED STORMWATER

INFRASTRUCTURE IMPROVEMENTS INCLUDE THE DEMO OF AN EXISTING

CONVEYANCE PIPE AND YARD INLET, AND INSTALLING TWO NEW CONVEYANCE PIPES

AND TWO NEW YARD INLETS. THE TOTAL LAND DISTURBANCE EQUALS 0.25 ACRES.

PROJECT UTILITY OVERVIEW TABLE

WATER PLAN-

THERE IS NO DRINKING WATER WORK PROPOSED FOR THIS PROJECT.

SANITARY SEWER PLAN-

THERE IS NO SANITARY SEWER WORK PLANNED FOR THIS PROJECT.

STORM WATER PLAN-

PROPOSED STORMWATER INFRASTRUCTURE WORK INCLUDES DEMO OF ONE

EXISTING CONVEYANCE PIPE AND AN EXISTING YARD INLET. PROPOSED

IMPROVEMENTS INCLUDE ADDING TWO NEW YARD INLETS AND TWO NEW

CONVEYANCE PIPES.

SITE

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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

"SEWER" MANHOLE

APPARENT TRANSFER STATION.

CURRENT STATE OF USE UNKNOWN

TOP=515.26'

±16'

MACON-BIBB COUNTY

ZONED EXEMPT

"RED IRON"

POLE BARN

DEMO & REMOVE

±286 SF OF CONC. SIDEWALK

6 51

DEMO & REMOVE

±33 SF OF CURB AN GUTTER

EX CI-A4

TOP=522.53

INV OUT=517.60 (EX-A4)

EX-C1-A3

TOP=522.58

INV IN=517.34 (EX-A4)

INV OUT=517.33 (EX-A3)

EX-CI-A2.1

TOP=514.85

INV OUT=509.92 (EX-A2.1)

EX-CI-A2

TOP=514.91

INV IN=509.81 (EX-A3)

INV IN=509.68 (EX-A2.1)

INV OUT=509.81 (EX-A2)

EX-YI-A1

TOP=510.81

INV IN=506.25 (EX-A2)

INV OUT=506.50 (EX-A1)

EX-A4

25'-15" RCP @ 1.00�

EX-A3

167'-18" RCP @ 4.50�

EX-A2.1

25'-15" RCP @ 0.95�

EX-A2

69'-18" RCP @ 5.17�

EX-A1

39'-24" CMP @ 0.00�

DEMO EXISTING 18" RCP PIPE

DEMO EXISTING YARD INLET

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51I. I0(14/A6I10 AgB Ailey Loamy Sand, 2 to 6 Percent Slopes

CeC Cecil Sandy Loam, 6 to 10 Percent Slopes

VaC Vance Sandy Loam, 6 to 10 Percent Slopes

)E0E4A. 5I6E I0(14/A6I10

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

C106AC6 I0(14/A6I10

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

PHONE: 478-449-5820

EMAIL: CASEY@GRAHAMENGINEERINGSERVICES.COM

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

"SEWER" MANHOLE

APPARENT TRANSFER STATION.

CURRENT STATE OF USE UNKNOWN

TOP=515.26'

MACON-BIBB COUNTY

ZONED EXEMPT

76'

40'

20'

87'

"RED IRON"

POLE BARN

R90'

R88'

14'

± 2,758 SQ FT

OF ASPHALT PAVING

19'

5'

5'

± 91 SQ FT

OF CONCRETE SDWLK

RETAINING WALL

DESIGNED BY OTHERS

RETAINING WALL DESIGNED BY OTHERS

WAREHOUSE

WORKSHOP

OFFICE

OFFICE

SUPPLY

ADMIN.

WAITING

TL.

OFFICE

OFFICE

BREAK

IT.

MECH.

WAREHOUSE

LOADING

DOCK

REF.

HALL

FE-2

M.T.

TL.

FE-1

FE-2

MECH.

ELEV.=515.90

SITE LAYOUT PLAN

C301

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PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

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TRAVERSE

S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

S

CH

M I

DN

EA

L

AL

AL

ROYEVRU

L . C

RKE

No. 2865

R S

OEG

REGI

I

EENIG REN

E

G

RETSIG EDRE

O R G

A

C

H

A

J

S

S E

M GRY

A

AM

PROFESSIONAL

No. 45425

E A

GSWCC L2 Design Professional Certification No. 82580

T R A V E R S E

G A

G R

ID

N

O R

TH

W

Z

GRAPHIC SCALE IN FEET

20 20 40

SCALE: 1"=20'

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

PHONE: 478-449-5820

EMAIL: CASEY@GRAHAMENGINEERINGSERVICES.COM

AutoCAD SHX Text

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VW1

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AutoCAD SHX Text D.S.

AutoCAD SHX Text D.S.

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AutoCAD SHX Text D.S.

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AutoCAD SHX Text

DN

AutoCAD SHX Text

DRIVE WAY ROAD

Scale:

vertical: 1"=2' horizontal: 1"=20'

0+25 0+50 0+75 1+25 1+50 1+75

PVI STA: 0+35.47

PVI ELEV: 515.90

K: 2.55

LVC: 20.00

B V C S

.4

B V C E:

.9

EV

C S

.4

EV

C E:

.1

PVI STA: 1+08.27

PVI ELEV: 510.20

K: 17.15

LVC: 125.61

B V C S

.4

B V C E:

.1

EV

C S

.0

EV

C E:

.8

-0+25 0+00

.0

.0

.8

.8

.7

.7

.0

.0

1+00

.4

.4

.6

.6

.2

.2

.9

.8

2+00 2+25

EXISTING GRADE

PROPOSED GRADE

ROAD PROFILE

C302

SHEET

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PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

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S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

S

CH

M I

DN

EA

L

AL

AL

ROYEVRU

L . C

RKE

No. 2865

R S

OEG

REGI

I

EENIG REN

E

G

RETSIG EDRE

O R G

A

C

H

A

J

S

S E

M GRY

A

AM

PROFESSIONAL

No. 45425

E A

GSWCC L2 Design Professional Certification No. 82580

T R A V E R S E

G A

G R

ID

N

O R

TH

W

Z

GRAPHIC SCALE IN FEET

20 20 40

SCALE: 1"=20'

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

"SEWER" MANHOLE

APPARENT TRANSFER STATION.

CURRENT STATE OF USE UNKNOWN

TOP=515.26'

MACON-BIBB COUNTY

ZONED EXEMPT

"RED IRON"

POLE BARN

0+00

1+00

2+00

3+

3+

0+50

1+50

2+50

0+00

0+25

6 51

EX CI-A�

TOP=522.53

INV OUT=517.60 (EX-A4)

EX-C1-A�

TOP=522.58

INV IN=517.34 (EX-A4)

INV OUT=517.33 (EX-A3)

EX-CI-A��1

TOP=514.85

INV OUT=509.92 (EX-A2.1)

EX-CI-A�

TOP=514.91

INV IN=509.81 (EX-A3)

INV IN=509.68 (EX-A2.1)

INV OUT=509.81 (EX-A2)

EX-A4

25'-15" RCP @ 1.00%

EX-A3

167'-18" RCP @ 4.50%

EX-A2.1

25'-15" RCP @ 0.95%

EX-A1

39'-24" CMP @ 0.00%

PR-ST-A3.1

46' of 18" RCP @ 5.67%

PR-YI-A0.2

RIM:512.48

INV IN:506.94 (PR-ST-A3.1)

INV OUT:506.94 (PR-ST-A2.1)

PR-ST-A2.1

27' of 18" RCP @ 5.71%

PR-YI-A0.1

RIM:510.89

INV IN:505.39 (PR-ST-A2.1)

INV OUT:503.48 (ST-A1)

516517

WAREHOUSE

WORKSHOP

OFFICE

OFFICE

SUPPLY

ADMIN.

WAITING

TL.

OFFICE

OFFICE

BREAK

IT.

MECH.

WAREHOUSE

LOADING

DOCK

REF.

HALL

FE-2

M.T.

TL.

FE-1

FE-2

MECH.

GRADING AN

DRAINAGE PLAN

C401

SHEET

M

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PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

R E

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L A N D S E R V I C E S , L L C

TRAVERSE

S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

S

CH

M I

DN

EA

L

AL

AL

ROYEVRU

L . C

RKE

No. 2865

R S

OEG

REGI

I

EENIG REN

E

G

RETSIG EDRE

O R G

A

C

H

A

J

S

S E

M GRY

A

AM

PROFESSIONAL

No. 45425

E A

GSWCC L2 Design Professional Certification No. 82580

T R A V E R S E

G A

G R

ID

N

O R

TH

W

Z

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

PHONE: 478-449-5820

EMAIL: CASEY@GRAHAMENGINEERINGSERVICES.COM

AutoCAD SHX Text

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VW1

AutoCAD SHX Text

AutoCAD SHX Text D.S.

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AutoCAD SHX Text D.S.

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AutoCAD SHX Text

DN

STRM-A

Scale:

vertical: 1"=2' horizontal: 1"=20'

0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75

-0+25 0+00

.3

.3

.6

.5

.8

.8

.1

.1

1+00

.5

.5

.7

.7

.2

.2

.5

.5

2+00

.7

.7

.5

.5

.3

.3

.5

.5

3+00

.5

.5

3+25 -0+25

PR-YI-A��1

INV IN=505.39 (PR-ST-A2.1)

INV OUT=503.48 (ST-A1)

TOP=510.89

PR-YI-A���

INV IN=506.94 (PR-ST-A3.1)

INV OUT=506.94 (PR-ST-A2.1)

TOP=512.48

CURB INLET-A�

INV IN=509.56 (ST-A3)

INV IN=509.56 (STP-A3.1)

INV OUT=509.56 (PR-ST-A3.1)

TOP=514.91

CURB INLET-A�

INV IN=517.22 (ST-A4)

INV OUT=517.08 (ST-A3)

TOP=522.58

EX-CURB INLET-A�

INV OUT=517.48 (ST-A4)

TOP=522.53

ST-A1

34' of 24" C.M.P @ 5.99%

PR-ST-A2.1

27' of 18" RCP @ 5.71%

PR-ST-A3.1

46' of 18" RCP @ 5.67%

ST-A3

167' of 18" RCP @ 4.50%

ST-A4

25' of 15" RCP @ 1.00%

PIPE PROFILES

C402

SHEET

M

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PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

R E

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L A N D S E R V I C E S , L L C

TRAVERSE

S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

S

CH

M I

DN

EA

L

AL

AL

ROYEVRU

L . C

RKE

No. 2865

R S

OEG

REGI

I

EENIG REN

E

G

RETSIG EDRE

O R G

A

C

H

A

J

S

S E

M GRY

A

AM

PROFESSIONAL

No. 45425

E A

GSWCC L2 Design Professional Certification No. 82580

T R A V E R S E

G A

G R

ID

N

O R

TH

W

Z

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

AgB

CeC

VaC

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

"SEWER" MANHOLE

APPARENT TRANSFER STATION.

CURRENT STATE OF USE UNKNOWN

TOP=515.26'

MACON-BIBB COUNTY

ZONED EXEMPT

"RED IRON"

POLE BARN

Wm

Co

Sd-2 Type F

6 51

±370 LF OF SILT FENCE

LIMITS OF DISTURBANCE

± 0.25 AC

Sd-2 Type F

516517

WAREHOUSE

WORKSHOP

OFFICE

OFFICE

SUPPLY

ADMIN.

WAITING

TL.

OFFICE

OFFICE

BREAK

IT.

MECH.

WAREHOUSE

LOADING

DOCK

REF.

HALL

FE-2

M.T.

TL.

FE-1

FE-2

MECH.

Du

Ds2Ds1

Du

Ds2Ds1

Du

Ds2Ds1

Du

Ds2Ds1

Du

Ds2Ds1

Du

Ds2Ds1

C601

ESPC Plan

SHEET

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G

EO

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IA

PN: 25024

DN: 25024-M

DRAWN BY: JMT

FIELD DATA BY: -

FIELD DATE: -

REVIEW BY: CJG

DATE: 10.24.25

SCALE: 1"=20'

R E

V

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C O

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SHEET

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D O

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F or

L A N D S E R V I C E S , L L C

TRAVERSE

S U R V E Y - P L A N - D E S I G N 2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8

478.922.7724 www.Traverse-LS.com

T L S

THIS DOCUMENT, AS AN INSTRUMENT OF

SERVICE, IS THE PROPERTY OF TRAVERSE LAND

SERVICES, LLC, AND IN NO PART THERE OF MAY

BE USED OR REPRODUCED IN WHOLE OR IN

PART WITHOUT WRITTEN PERMISSION.

COPYRIGHT AS DATED TRAVERSE LAND

SERVICES, LLC.

D E S I G N - P L A N - C O N S U L T I N G

2 5 3 C A R L V I N S O N P A R K W A Y W A R N E R R O B I N S , G A . 3 1 0 8 8 4 7 8 . 4 4 9 . 5 8 2 0 g r a h a m e n g i n e e r i n g s e r v i c e s . c o m

GRAHAM ENGINEERING SERVICES

PROFESSIONAL

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No. 2865

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PROFESSIONAL

No. 45425

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GSWCC L2 Design Professional Certification No. 82580

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Sd-1 STORAGE CALCULATIONS

1 DRAINAGE AREA (DA): 0.25 AC

2 REQUIRED STORAGE: 67 CY x DA= 17 CY

3 SD-1 STORAGE CAPACITY: 0.3 CY x LF

4 REQUIRED LINEAR FOOTAGE: LFMIN= REQUIRED STORAGE/0.3 CY

LFMIN= 57 L.F.

5 STORAGE PROVIDED: 370 LF x 0.3 CY= 111 C.Y.

SOIL INFORMATION

AgB Ailey Loamy Sand, 2 to 6 Percent Slopes

CeC Cecil Sandy Loam, 6 to 10 Percent Slopes

VaC Vance Sandy Loam, 6 to 10 Percent Slopes

GENERAL SITE INFORMATION

1 LEGAL DESCRIPTION: N/A

LAND LOT 40 4th DISTRICT

MACON-BIBB

COUNTY GEORGIA

2 PHYSICAL ADDRESS: 4520 KNIGHT ROAD

3 ZONING-USE: EXISTING: C4

PROPOSED: C4

4 SETBACK LINES: FRONT= 25'

SIDE= 25'

REAR= 25'

5 PROJECT AREA: SITE= 15.16 ACRES

DISTURBED= 0.25 ACRES

6 THIS PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD DISTRICT PER NFIP

FIRM PANEL No. 13021C0043G EFECTIVE DATE 06.07.2017.

7 "STATE WATERS" DO NOT LIE ON OR WITHIN 200' OF THE PROJECT SITE.

CONTACT INFORMATION

OWNER/PRIMARY PERMITEE: MACON-BIBB COUNTY

601 MULBERRY ST

MACON, GEORGIA 31201

24-HR CONTACT: BOB BROWN

PHONE: 478.742.1208

EMAIL: BBROWN@BTBBINC.COM

DESIGN PROFESSIONAL: CASEY GRAHAM

GRAHAM ENGINEERING SERVICES

253 CARL VINSON PARKWAY

WARNER ROBINS, GEORGIA 31088

PHONE: 478-449-5820

EMAIL: CASEY@GRAHAMENGINEERINGSERVICES.COM

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INSTALLATION:

· LOCATE WASHDOWN AREA AT LEAST 50' FROM

STORM DRAINS,OPEN DITCHES, OR BODIES OF

WATER.

· EACH FACILITY SHOULD BE LOCATED AWAY FROM

CONSTRUCTION TRAFFIC OR ACCESS AREAS TO

PREVENT DISTURBANCE OR TRACKING.

· A SIGN SHALL BE INSTALLED ADJACENT TO

WASHDOWN FACILITY TO INFORM CONCRETE

EQUIPMENT OPERATORS TO UTILIZE PROPER

FACILITIES.

· THE WASHDOWN FACILITY SHALL BE

CONSTRUCTED ABOVE OR BELOW GRADE AT THE

CONTRACTORS OPTION, AND SHALL BE

CONSTRUCTED & MAINTAINED WITH SUFFICIENT

VOLUME TO…