Troup Co FS 1 Construction Documents.pdf

Project No.:

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11 Ninth Street, Suite 120 Columbus, GA 31901 P. (706) 571-6923

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TROUP COUNTY FIRE STATION #1

@ BURKES CHAPEL ROAD

TROUP COUNTY, GEORGIA

100% CONSTRUCTION DOCUMENTS

8/18/2026

2WR # 26-00013

T1.1 COVER SHEET

T1.2 GENERAL NOTES &

LEGENDS

LS1.1 LIFE SAFETY PLAN

GENERAL ARCHITECTURAL STRUCTURAL MECHANICAL / PLUMBING ELECTRICAL

OWNER REPRESENTATIVE

JAMES (JAY) ANDERSON

ASSISTANT COUNTY MANAGER

TROUP COUNTY BOARD OF COMMISSIONERS

100 RIDLEY AVENUE

LAGRANGE, GA 30240

P (706) 298-3792

MOBILE: (706) 298-1883

ARCHITECT

ALEX GRIGGS

2WR + PARTNERS

11 9TH STREET, SUITE 120

COLUMBUS, GA 31901

P (706) 571-6923

E: ALEX@2WRARCH.COM

MEP ENGINEER

MARK LEVERETT

PEACH ENGINEERING

1214 1ST AVE,

COLUMBUS, GA 31901

P (706) 596-1840

E: MLEVERETT@PEACHENGINEERING.COM

STRUCTURAL ENGINEER

MATT PEARSON

WRIGHT ENGINEERING

7413 WHITESVILLE RD STE 800

COLUMBUS, GA 31904

P (706) 507-0232

E: MPEARSON@WRIGHTENG.NET

CIVIL ENGINEER

SCOTT HARRIS

HARRIS-GRAY, LLC

824 3RD AVENUE,

WEST POINT, GA 31833

P (706) 645-5885

E: SHARRIS@HARRIS-GRAY.COM

SP1.2 SITE DETAILS

A1.1 2-BAY FLOOR PLAN

A1.1A 3-BAY FLOOR PLAN

A2.1 ENLARGED TOILET PLANS AND

DETAILS

A3.1 ROOF PLAN

A3.2 ROOF DETAILS

A4.1 EXTERIOR ELEVATIONS

A5.1 BUILDING SECTIONS

A6.1 WALL SECTIONS

A6.2 WALL SECTIONS

A6.3 WALL SECTIONS

A7.1 SECTION DETAILS

A7.2 SECTION / PLAN DETAILS

A8.1 DOORS, SIGNS & WINDOW

SCHEDULES & DETAILS

A8.2 DOOR & WINDOW DETAILS

A9.1 REFLECTED CEILING PLAN

A10.1 FINISH PLAN

A12.1 MILLWORK PLANS & DETAILS

A12.2 MILLWORK DETAILS

S0.1 GENERAL NOTES

S0.2 SPECIAL INSPECTIONS

S1.1 FOUNDATION & SLAB PLANS

S1.1A FOUNDATION & SLAB PLANS (ALTERNATE)

S2.1 ROOF FRAMING PLAN

S2.1A ROOF FRAMING PLAN (ALTERNATE)

S4.0 GENERAL BLOCK DETAILS

S4.1 FOUNDATION SECTIONS

S5.1 FRAMING SECTIONS

S5.2 FRAMING SECTIONS

M1.1 FLOOR PLAN W/ ALT. 1 MECHANICAL

M1.1A FLOOR PLAN ALTERNATES MECHANICAL

M2.0 MECHANICAL SCHEDULES AND DETAILS

FS1.0 FLOOR PLANS - SPRINKLER

P1.0 FLOOR PLAN - PLUMBING - WASTE & VENT PIPING

P1.1A FLOOR PLAN ALTERNATES - WASTE & VENT PIPING

P1.2 FLOOR PLAN - PLUMBING - COLD & HOT WATER PIPING

P1.3 FLOOR PLAN ALTERNATES - COLD & HOT WATER PIPING

P1.4 FLOOR PLAN - PLUMBING - LP GAS PIPING (10/22/25)

P1.5 FLOOR PLAN - PLUMBING - LP GAS PIPING (10/22/25)

P2.0 PLUMBING SCHEDULE & DETAILS

E1.0 FLOOR PLAN W/ ALT. 1 LIGHTING

E1.1 FLOOR PLAN W/ ALT. 2-4 LIGHTING

E2.0 FLOOR PLAN W/ ALT. 1 POWER & AUXILIARIES

E2.1 FLOOR PLAN W/ ALT. 2-4 POWER & AUXILIARIES

E3.0 FLOOR PLAN W/ ALT. 1 FIRE ALARM

E3.1 FLOOR PLAN W/ ALT. 2-4 FIRE ALARM

E4.0 DETAILS

CIVIL

01 COVER SHEET

02 GSWCC CHECKLIST & INFO

03 CONSTRUCTION NOTES

04 EXISTING CONDITIONS

05 SITE PLAN

06 GRADING & DRAINAGE PLAN

07 STORM PROFILES & DETAILS

08 STORM DETAILS

09 UTILITY PLAN

10 E.S.& P.C. NOTES

11 E.S.& P.C. NOTES

12 E.S.& P.C. PLAN INITIAL PHASE

13 E.S.& P.C. PLAN INTERMEDIATE PHASE

14 E.S.& P.C. PLAN FINAL PHASE

15 GSWCC DETAILS

16 GSWCC DETAILS

17 CONSTRUCTION DETAILS

18 CONSTRUCTION DETAILS

19 CONSTRUCTION DETAILS

CIVIL DOCUMENTS PREPARED BY OTHERS UNDER

SEPARATE CONTRACT

(TO BE INCLUDED IN BASE BID)

REVISED 26-0211

No. Date Description

A101

SIM

Room name

150 SF

SA-1

/1 A101

1 View Name 1/8" = 1'-0"A101

W25

A

10'-0" A

A1.1

A101

SIM

R ef

EXTERIOR ELEVATION

DRAWING TITLE

DRAWING NUMBER

DRAWING SCALE

SHEET NUMBER

SIM = SIMILAR TO VIEW

OPP = MIRRORED VIEW

SECTION

VIEW DIRECTION

COLUMN GRIDLINE

ELEVATION POINT10'-3"

DRAWING REFERENCE

DRAWING NUMBER

SHEET NUMBER

ENLARGED DETAIL

INTERIOR ELEVATION

CENTER LINE

NORTH ARROW

SLOPE DOWN

DIRECTION

ROOM LABEL

AREA

ROOM NUMBER

ROOM NAME

CEILING LABEL

KEYED NOTE

TOILET ACCESSORY

REVISION

WALL TYPE

WINDOW TYPE

HOLLOW METAL

FRAME TYPE

101A DOOR NUMBER

CEILING TYPE

HEIGHT AFF

4:12

DRAINAGE SLOPE

A101

SIM

DN

DEMOLISHED

EXISTING

NEW STUD PARTITION

1.

2.

NOTE:

SEE WALL TYPES FOR DETAILED DESIGNATIONS.

SEE LIFE SAFETY PLAN FOR FIRE SEPARATIONS.

NEW MASONRY PARTITION

SMOKE PARTITION

1 HR RATED PARTITION

2 HR RATED PARTITION

3 HR RATED PARTITION

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

NEW CONSTRUCTION

ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN

APPROVED PRESERVATIVE.

ALL INSULATIONS NOTED ON PLANS SHALL BE NONCOMBUSTIBLE AND MAINTAIN THERMAL AND MOISTURE

PROTECTION AS NOTED IN THE SPECIFICATIONS.

CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE ABOVE ALL CEILINGS (INCLUDING, BUT NOT LIMITED TO: STRUCTURAL MEMBERS, MECHANICAL DUCTS AND INSULATION, CONDUITS, RACEWAYS, SPRINKLER SYSTEM, LIGHT FIXTURES, CEILING SYSTEMS, AND ANY SPECIAL STRUCTURAL SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE. (CEILING HEIGHT DIMENSIONS ARE TO THE FINISH SURFACE OF CEILING.) CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.

ACCESS PANELS SHALL BE PROVIDED AND INSTALLED WHEREVER REQUIRED BY BUILDING CODE OR FOR THE PROPER OPERATION OR MAINTENANCE OF MECHANICAL OR ELECTRICAL EQUIPMENT, WHETHER OR NOT INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE SIZE, LOCATION, AND TYPE OF

ACCESS PANEL WITH OTHER CONTRACTORS' WORK AND RECEIVE APPROVAL OF THE ARCHITECT.

ACCESS PANEL SHALL BE AS SPECIFIED. NO ACCESS PANEL SHALL BE LOCATED, FRAMED OR INSTALLED

WITHOUT THE EXPRESSED APPROVAL OF THE ARCHITECT.

ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILINGS SHALL BE PROVIDED WITH NECESSARY FRAMES AND BRACING AROUND THE OPENING AND SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS

AS REQUIRED BY THE BUILDING DEPARTMENT FOR FIRE-RATED PENETRATIONS.

HORIZONTAL JOINT REINFORCEMENT IS GENERALLY NOT SHOWN FOR REASONS OF CLARITY. TIES AND ANCHORS SPECIFICALLY NOTED ON DETAILS ARE IN ADDITION TO HORIZONTAL JOINT REINFORCEMENT

UNLESS SPECIFICALLY NOTED OTHERWISE.

SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY.

CONTRACTOR SHALL VERIFY DIMENSIONS WITH RESPECTIVE EQUIPMENT MANUFACTURER.

CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, BLOCKING, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET

ACCESSORIES AND ALL FLOOR-MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT

GALVANIC ACTION.

FILLED CMU CELLS ON ARCHITECTURAL DRAWINGS ARE IN ADDITION TO THOSE SHOWN ON STRUCTURAL

DRAWINGS AND SHALL BE REINFORCED AS INDICATED THEREIN.

1.

2.

3.

4.

5.

6.

FIRE RATED CONSTRUCTION

ALL DUCT PENETRATIONS THROUGH PARTITIONS AND CEILINGS SHALL BE PROVIDED WITH NECESSARY

FRAMES AND BRACING AROUND THE OPENING.

DUCT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE PROVIDED WITH AUTOMATIC FIRE DAMPERS AS REQUIRED BY CURRENT FIRE CODE AND THE LOCAL AUTHORITY HAVING JURISDICTION.

THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SAFE BARRIER SEALING ALL AIR SPACES AND

OPENINGS IN FIRE PROTECTED WALLS.

ALL FIRE AND/OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND PERMENANTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE A DECORATIVE CEILING AND/OR IN CONCEALED SPACES WITH LETTERS A MINIMUM OF (2) INCHES HIGH ON A CONTRASTING BACKGROUND SPACED A MAXIMUM OF (12) FEET ON CENTER WITH A MINIMUM OF (1) PER WALL OR BARRIER IN ACCORDANCE WITH MODIFICATIONS OF THE 2006 STANDARD FIRE PREVENTION CODE, 120-3-3, CHAPTER 5 OF THE RULES AND REGULATIONS OF THE FIRE SAFETY COMMISIONER. THE HOURLY RATING SHALL BE INCLUDED ON ALL RATED BARRIERS

OR WALLS IN FORMAT: "-- HOUR FIRE AND SMOKE BARRIER. PROTECT ALL OPENINGS."

ALL PENETRATIONS THROUGH FIRE RATED SYSTEMS (WALLS, FLOORS, CEILINGS, ETC.) SHALL BE SEALED WITH 3M BRAND FIRE BARRIER CAULK CP25N/S NO-SAG OR CP25S/L SELF-LEVELING OR EQUAL. DEPTH OF CAULK SHALL BE AS REQUIRED TO ACHIEVE THE REQUIRED FIRE RATING FOR THAT SYSTEM. PROVIDE BACKER ROD AS NECESSARY FOR BACK UP MATERIAL. NOTE BOTH SIDES OF RATED SYSTEMS SHALL BE

CAULKED.

FIRESTOPPING REQUIREMENT: PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED

WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN

SUBJECTED TO THE REQUIREMENTS OF TEST STANDARD SPECIFICS FOR FIRESTOPS, ASTM E814.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

USE OF CONTRACT DOCUMENTS

DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES INCLUDED HEREIN CONSTITUTE THE FULL SCOPE OF THIS PROJECT. THESE DOCUMENTS ARE INTENDED TO ESTABLISH THE FULL CONTRACTUAL OBLIGATION OF THE GENERAL CONTRACTOR TO COMPLETE THE WORK SHOWN AND SPECIFIED. IT SHALL BE THE GENERAL CONTRACTOR'S ULTIMATE RESPONSIBILITY TO COORDINATE THE PROPOSALS AND WORK OF

ALL TRADES.

ARCHITECTURAL AND ENGINEERING DRAWINGS ARE COMPLIMENTARY. ITEMS INDICATED ON

ARCHITECTURAL DRAWINGS SHALL BE PROVIDED WHETHER OR NOT THEY ARE INDICATED ON AND/OR

COORDINATED WITH CONSULTANTS' DRAWINGS. ANY CONFLICTS BETWEEN ARCHITECTURAL AND

ENGINEERING WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO

PROCEEDING WITH THE WORK.

CONTRACTORS SHALL COORDINATE THE SCOPE OF THEIR WORK WITH THE CONTRACT DOCUMENTS.

PLANS AND SPECIFICATIONS SHALL NOT BE SEPARATED. NO CLAIMS FOR EXTRAS WILL BE CONSIDERED

DUE TO SUB-CONTRACTOR NOT RELATING SCOPE OF WORK TO CONTRACT DOCUMENTS.

ALL WORK IS TO BE IN STRICT COMPLIANCE WITH ALL STATE LAWS AND CODES WHICH APPLY TO THIS

USE AND TO GENERALLY ACCEPTED CONSTRUCTION TRADE PRACTICES.

THE ARCHITECT WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR FOR

PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN

PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES,

AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED.

SECTIONS AND DETAILS CONTAINED IN THE CONTRACT DOCUMENTS ARE TYPICAL. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPONENTS AND/OR CONSTRUCTION NOTED OR INDICATED IN OTHER SIMILAR AREAS OF THE PROJECT IF THEY CAN BE REASONABLY INFERRED TO BE A PART OF THE

ASSEMBLY BASED ON OTHER SIMILAR SECTIONS AND DETAILS CONTAINED IN THE CONTRACT

DOCUMENTS.

NOT ALL COMPONENTS IN EACH DETAIL MAY BE SPECIFICALLY CALLED OUT ON THAT PARTICULAR ARCHITECTURAL DETAIL. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR PROVIDING THESE ITEMS IF THEY CAN BE REASONABLY INFERRED TO BE A PART OF THE ASSEMBLY BASED ON OTHER SIMILAR

DETAILS CONTAINED WITHIN THE CONTRACT DOCUMENTS.

DO NOT SCALE ANY DRAWINGS TO DETERMINE DIMENSIONS. RELY ONLY ON FIELD MEASUREMENT AND

WRITTEN DIMENSIONS FOR NEW WORK.

ALL DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY (UNO).

ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO PROCEEDING WITH THE WORK OF THIS CONTRACT. ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE

WORK.

"SCALE" INDICATED ON THE ELEVATIONS MAY NOT BE REPRESENTATIVE OF A SCALED DRAWING. THE

CONTRACTOR SHALL MAKE FIELD MEASUREMENTS AS REQUIRED TO ASCERTAIN THE EXTENT AND

QUANTITY OF WORK TO BE PERFORMED.

SUBCONTRACTORS SHALL INVESTIGATE ALL EXISTING CONDITIONS ASSOCIATED WITH THEIR SCOPE OF WORK AND VERIFY REQ'D QUANTITIES OF MATERIALS PRIOR TO PROVIDING A BID TO THE GENERAL CONTRACTOR. NO CHANGE ORDERS WILL BE GRANTED FOR ADDITIONAL WORK REQ'D WHICH IS EVIDENT

FROM FIELD INVESTIGATION AND IS CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

SUBCONTRACTORS SHALL VERIFY REQ'D QUANTITIES OF MATERIALS WITH THE GENERAL CONTRACTOR PRIOR TO PURCHASING. NO CHANGE ORDERS WILL BE GRANTED FOR ADDITIONAL QUANTITIES OR DETAIL WORK REQ'D WHICH IS EVIDENT FROM FIELD CONDITIONS AND IS CONSISTENT WITH THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS.

ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER, ARCHITECT, OR

CONSULTANTS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

CONTRACTOR RESPONSIBILITY

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PERMITS AND INSPECTIONS

CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL

PERMITS AND FEES REQUIRED, NOT NORMALLY COVERED BY THE BUILDING PERMIT.

THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE, PAY ALL FEES, AND

OBTAIN ANY AND ALL BONDS REQUIRED BY ANY AGENCY IN ORDER TO DO THE WORK HEREIN

DESCRIBED.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND

RELATED SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES.

THE CONTRACTOR SHALL REMOVE FROM THE SITE AND DISPOSE OF ALL TRASH, DEBRIS AND

CONSTRUCTION MATERIALS DUE TO CONSTRUCTION OR DEMOLITION PRIOR TO COMPLETION OF THE WORK. THE CONTRACTOR SHALL LEAVE THE SITE IN A CONDITION EQUAL TO OR BETTER THAN IT WAS BEFORE COMMENCEMENT OF WORK ON THIS CONTRACT. THE CONTRACTOR SHALL ALSO ENSURE THAT TRASH AND DEBRIS ARE NOT BLOWN OR SPREAD ON OR OFF SITE DURING PERFORMANCE OF THE WORK.

THE CONTRACTOR SHALL RESTRICT ACCESS TO THE ROOF TO ONLY THOSE FORCES NEEDING ACCESS

TO THE ROOF IN ORDER TO COMPLETE THEIR WORK. FINISHED ROOF SURFACES ARE TO BE

PROTECTED AT ALL TIMES.

THE CONTRACTOR SHALL LIMIT HIS WORK AND FORCES UNDER HIS CONTROL TO ONLY THOSE AREAS OF

WORK AS DEFINED BY THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL PROVIDE CRAFTSMAN-LIKE INSTALLATION AND FINISH OF ALL EXPOSED

CONSTRUCTION SYSTEMS.

PAINT ALL EXPOSED SCHEDULED PIPING, CONDUIT AND MECHANICAL EQUIPMENT IN AREAS NOTED TO BE

PAINTED.

THE CONTRACTOR SHALL REPAIR AT HIS EXPENSE DAMAGE TO ANY FINISHES TO REMAIN WHICH ARE

INCURRED DURING WORK ON THIS CONTRACT.

THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS IN ANY WALL OR ROOF SHALL BE

PROTECTED FROM ALL FORMS OF WEATHER OR WATER.

1.

2.

SITE WORK

SOD, LANDSCAPING, SIDEWALKS, CURBS OR ANY OTHER SITE APPURTENANCES DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO PRE-CONSTRUCTION CONDITIONS

AT THE CONTRACTOR'S EXPENSE PRIOR TO COMPLETION OF THIS PROJECT.

WHERE CONC. WALKWAYS ABUT EXTERIOR MASONRY WALLS, CONTRACTOR SHALL ADJUST THE HEIGHT OF WEEPS AND BASE FLASHING AS NECESSARY TO PROVIDE CAVITY DRAINAGE ABOVE ADJACENT

SURFACES, TYP.

1.

2.

3.

4.

5.

6.

7.

8.

WALL TYPES ARE GENERIC IN NATURE AND DO NOT SHOW

EVERY POSSIBLE CONFIGURATION OR CONDITION. REFER

TO PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR

SPECIFIC DESIGN INFORMATION AND ELEMENTS WHICH

MAY ALTER INFORMATION CONTAINED IN WALL TYPES.

NEW EXTERIOR WALLS ARE DETAILED IN BUILDING AND

WALL SECTIONS.

SEE STRUCTURAL PLANS FOR ADDITIONAL FRAMING

INFORMATION AND REINFORCING.

COORDINATE SEALING OF PENETRATIONS AT RATED

WALLS WITH MEP DRAWINGS AND SPECIFICATIONS.

REFER TO NOTED UL ASSEMBLY FOR ADDITIONAL

CONSTRUCTION INFORMATION.

ALL FIRE WALLS, SMOKE WALLS, AND WALLS REQUIRED

TO HAVE PROTECTED OPENINGS OR PENETRATIONS ARE

TO BE PERMANENTLY STENCIL LABELED ACCORDING TO

FIRE CODE REQUIREMENTS IN ACCESSIBLE CONCEALED

FLOOR, CEILING OR ATTIC SPACES.

REFER TO LIFE SAFETY PLANS FOR CONTINUITY OF ALL

RATED PARTITIONS.

A FINISH OR FIRE RATING INDICATION ON A WALL SHALL

MEAN THE ENTIRE LENGTH IS TO BE FINISHED OR FIRE

RATED.

WALL TYPE GENERAL NOTES

M W U

2 1 5/8"

1x

(FURRING

STRIPS)

3 2 1/2" 2x3 -

4 3 5/8" 2x4 4"

6 6" 2x6 6"

8 8" 2x8 8"

10 10" 2x10 10"

12 12" 2x12 12"

METAL

STUD

WOOD

STUD CMU BRICK CONCRETE

B C

- N

O M

IN

AL

C O

R E

SI

ZE

CORE COMPOSITION

(HAT

CHANNEL)

2x2

4"

6"

8"

10"

12"

1 WYTHE

2 WYTHE

3 WYTHE

WALL TYPE NOMINAL SIZING

WALL TAG LEGEND

W 4 F-2

CORE COMPOSITION

(SEE SIZING CHART)

SUBTYPE

NOMINAL CORE SIZE

(SEE SIZING CHART)

TYPICAL:

A FURRING

B NON RATED PARTITION

C NON RATED FULL-HEIGHT

D-Z PROJECT SPECIFIC

F-(HOURS) FIRE RATED (SEE DETAILS)

S-(HOURS) SMOKE RATED (SEE DETAILS)

X-(STC) SOUND RATED (SEE DETAILS)

SEE WALL TYPE DETAILS FOR WALL ASSEMBLIES USED IN THIS

PROJECT AND ADDITIONAL INFORMATION.

CMU RUNNING BOND - REFER TO

STRUCTURAL DRAWINGS AND

SPECIFICATIONS FOR

REINFORCING AND ADDTIONAL

INFORMATION INCLUDING

THICKENED SLABS OR STRIP

FOOTINGS

UNIT MASONRY WALL - BOTH FINISH SIDES

BASE AS SPECIFIED IN

FINISH PLANS

U#F-2

TOP OF CMU

FINISH CEILING AS

SPECIFIED IN RCP

UL U914 : 2 HOUR MINIMUM FIRE RATING

50-59 STC RATING

FIRE SEAL BASE OF WALL

FIRE CAULK ALL

PENETRATIONS.

CMU WALLU#A

8 x 8 x 16 CMU. SEE STRUCTURAL

FOR REINFORCING

USE CLASS D-2 FIRE RATED UNITS

AT ALL RATED LOCATIONS (AS

SHOWN ON LS1.1)

TOP OF CMU

WOOD WALL - STRUCTURAL, UL RATEDW#F-2

BOT. OF STRUCTURE/DECK

(2) LAYERS 5/8" GWB

FINISH CEILING AS

SPECIFIED IN RCP

EXTEND SHEATHING TO

STRUCTURE AND SOUND SEAL

ALL EDGES.

• UL U301 : 2 - HR MINIMUM FIRE RATING

R-13 BATT INULATION

CONTINUOUS FIRE SEAL

AT BASE OF WALL

2 x WOOD STUDS @ 16" O.C. - SEE PLAN

FOR SIZE

CMU RUNNING BOND - REFER TO

STRUCTURAL DRAWINGS AND

SPECIFICATIONS FOR

REINFORCING AND ADDTIONAL

INFORMATION INCLUDING

THICKENED SLABS OR STRIP

FOOTINGS

UNIT MASONRY WALL - BOTH FINISH SIDES

BASE AS SPECIFIED IN

FINISH PLANS

U#F-1

TOP OF CMU

FINISH CEILING AS

SPECIFIED IN RCP

UL U913 : 1 HOUR MINIMUM FIRE RATING

50-59 STC RATING

FIRE SEAL BASE OF WALL

FIRE CAULK ALL

PENETRATIONS.

BOND BEAM, SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT

BOND BEAM, SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT

BOND BEAM, SEE

STRUCTURAL DRAWINGS FOR

REINFORCEMENT

CMU RUNNING BOND - REFER TO

STRUCTURAL DRAWINGS AND

SPECIFICATIONS FOR

REINFORCING AND ADDTIONAL

INFORMATION INCLUDING

THICKENED SLABS OR STRIP

FOOTINGS

FINISH CEILING AS

SPECIFIED IN RCP

USE CLASS D-2 FIRE RATED UNITS

AT ALL RATED LOCATIONS (AS

SHOWN ON LS1.1)

ABOVE (2) HR RATED CMU - SEE

LIFE SAFETY PLAN AND BUILDING

SECTIONS FOR SPECIFIC LOCATION

Project No.:

Date:

Drawn by:

Checked by:

Revisions:

PR

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FI

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11 Ninth Street, Suite 120 Columbus, GA 31901 P. (706) 571-6923

8/

/2

4:

:3

PM

C :\U se rs

\A le xG rig gs _r m ud ak 7\

Ap pD at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\Q 2G

2D

JC

C L7

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GENERAL

NOTES &

LEGENDS

B

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EF

@ At ABV Above ACT Acoustic Ceiling Tile ADJ Adjacent AFF Above Finished Floor ALT Alternate ALUM Aluminum APPROX Approximately ARCH Architect/Architectural AVG Average BD Board BLDG Building BLKG Blocking B.O. Bottom of BOS Bottom of Step BOT Bottom BSMT Basement CAB Cabinet CF Cubic Feet CG Corner Guard CIP Cast In Place CJ Control Joint

Construction Joint CL Center Line CLG Ceiling CLR Clear CM Construction Manager CMU Cement Masonry Unit COL Column CONC Concrete CONST Construction CONT Continuous COORD Coordinate CPT Carpet CT Ceramic Tile CTR Center D Deep or Depth DBL Double DEMO Demolish DEPT Department DET Detail DIA Diameter DIAG Diagonal DIM Dimension DN Down DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEC Electric or Electrical ELEV Elevator ENG Engineer EQ Equal EQUIP Equipment EXIST Existing EW Equal Width EXT Exterior FA Fire Alarm FDN Foundation FEC Fire Extinguisher Cab FFE Finished Floor Elevation FIN Finish FLR Floor FT Foot or Feet FUR Furred or Furring FURN Furnished GA Gauge GALV Galvanize(d) GC General Contractor GEN General GWB Gypsum Wall Board GYP Gypsum HC Hollow Core H/C Handicap Accessible HDW Hardware HM Hollow Metal HOR Horizontal HR Hour H Height HVAC Heating, Vent. & A/C IN Inch INCL Included/ing INFO Information INSUL Insulation INT Interior JC Janitor’s Closet JST Joist JT Joint LAM Laminate LAV Lavatory LBS Pounds LF Linear Feet LOC Location MACH Machine MAINT Maintenance MAT Material MAX Maximum MECH Mechanical MFR Manufacturer MIN Minimum or Minute MISC Miscellaneous M.O. Masonry Opening MTD Mounted MTL Metal N/A Not Applicable N.I.C. Not in Contract NOM Nominal NO. Number NTS Not to Scale O.C. On Center OD Outside Diameter OFCI Owner Furnished

Contractor Installed OPP Opposite OZ Ounce PERF Perforated PERIM Perimeter PH Partial Height PLAM Plastic Laminate PLUM Plumbing PLWD Plywood PREFAB Prefabricated PSF Pounds Per Square Foot PSI Pounds Per Square Inch PT Pressure Treated PTD Painted PVC Poly Vinyl Chloride QTY Quantity QT Quarry Tile R Radius RD Roof Drain, Road REBAR Reinforcing Bar REF Refrigerator REINF Reinforced REQ'D Required REV Revision RM Room R.O. Rough Opening SC Solid Core SCHED Schedule SEC Section SF Square Feet SHT Sheet SIM Similar SPEC Specification SS Stainless Steel SQ Square STC Sound Transmission Class STD Standard STOR Storage STRUCT Structural SV Sheet Vinyl SYS System T&G Tongue and Groove TEL Telephone THRU Through THK Thick T.O.S. Top of Steel TLT Toilet TYP Typical U.N.O. Unless Noted

Otherwise UTIL Utility VAR Variable VCT Vinyl Composite Tile VERT Vertical VEST Vestibule V.I.F. Verify in Field VOL Volume VWC Vinyl Wall Covering W/ With W/O With Out WC Water Closet WD Wood WNDW Window WF Wide Flange WT Weight WWF Welded Wire Fabric

ABBREVIATIONS ARCHITECTURAL SYMBOLS

WALL LEGEND

GC NOTE:

THESE DOCUMENTS WERE ORIGINALLY PREPARED FOR A PROTOTYPICAL FIRE STATION WITHOUT AN

EXACT SITE.

THESE DOCUMENTS CONTAIN CIVIL DOCUMENTS FOR THIS PROJECT. PROJECT NORTH MAY VARY FROM

CIVIL DOCUMENTS.

PLEASE NOTE REFERENCES TO ALTERNATES THROUGHOUT THE SET, SPECIFICALLY IN THE STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL SETS. AS A PART OF THE BURKES CHAPEL ROAD SITE THERE IS

ONLY ONE ALTERNATE TO BE GIVEN.

ADD ALTERNATE 1 - WIDEN THE APPARATUS BAY TO ACCOMMODATE A THIRD BAY - SEE PLANS ON SHEET A1.1A AND OTHER STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DOCUMENTS FOR THIS

ALTERNATE.

No. Date Description

BID NOTES:

TROUP COUNTY WILL BE RESPONSIBLE FOR SUBMITTING THE PLANS TO THE LOCAL FIRE MARSHAL AND

THE BUILDING INSPECTIONS AND CODE DEPARTMENT

THE GENERAL CONTRACTOR WILL NOT BE RESPONSIBLE FOR PAYING PERMIT FEES

TROUP COUNTY WILL PAY ALL WATER AND SEWER TAP FEES

TROUP COUNTY WILL PROVIDE AND INSTALL THE WATER METER

THERE IS NO SPEAKER/PAGING SYSTEM WITH ASSOCIATED WIRING, DEVICES, OR EQUIPMENT IN THE

GENERAL CONTRACTOR'S BASE CONTRACT

SEE SPECIFICATIONS SECTION 012100 - ALLOWANCES FOR GC SUPPLIED APPLIANCES

LANDSCAPING WILL BE FURNISHED AND INSTALLED BY THE OWNER - GC TO PROVIDE PERMANENT

GRASSING, ETC. PER ES&PC PLAN FINAL PHASE

A SUBSOIL INVESTIGATION REPORT (GEOTECH OR SOILS REPORT) IS NOT AVAILABLE AT THIS TIME;

ASSUME FAVORABLE SOIL CONDITIONS IN THE BASE BID

THE OWNER WILL BE PROVIDING ALL SIGNAGE FOR THE GC TO INSTALL, WITH THE EXCEPTION OF THE 48"

NUMERAL "1" BEING PROVIDED UNDER THE BASE BID.

FOR CLARITY, THE GENERAL CONTRACTOR SHALL CARRY THE COST OF THE EXHAUST REMOVAL SYSTEM, MATERIAL AND LABOR, PROVIDED BY THE OWNER'S VENDOR, MAGNEGRIP.

DELETE THE VOICE EVACUATION SYSTEM AS PART OF THE FIRE ALARM SYSTEM.

HB

HB

H B

HB

HB

HB

1.

2.

3.

4.

5.

6.

7.

8.

OCCUPANT LOAD OF ALL SPACES CALCULATED PER TABLE 1004.5 (IBC)

ALL SPACES NOT PROVIDED WITH A SPATIAL USE TAG OR OCCUPANT LOAD ARE

CONSIDERED INCIDENTAL USE AND/OR ARE NOT CONSIDERED NORMALLY

OCCUPIED SPACES.

ALL EXIT AND EXIT ACCESS DOORS PROVIDE 34" OF CLEAR EXIT WIDTH IF SINGLE

LEAF AND 68" IF DOUBLE LEAF UNLESS OTHERWISE NOTED. AS SUCH, EGRESS

CAPACITIES ARE 170 AND 340 OCCUPANTS RESPECTIVELY PER IBC SECTION 1005.

WHERE NON-FIRE RATED PARTITIONS INTERSECT FIRE RATED PARTITIONS THE

FIRE RATED PARTITION SHALL REMAIN INTACT AND CONTINUOUS.

INSTALL ALL SPECIFIED FIRE EXTINGUISHERS AND CABINETS WHERE REQUIRED

BY APPLICABLE CODES. PROVIDE AND INSTALL ANY ADDITIONAL CODE REQUIRED

FIRE EXTINGUISHERS AND CABINETS WHERE DIRECTED BY CODE OFFICIALS

AND/OR ARCHITECT. COORDINATE LOCATION WITH ARCHITECT PRIOR TO

INSTALLATION.

COORDINATE LOCATIONS OF ALL FIRE PULL STATIONS, EXIT, LIGHTS, STANDPIPES,

STROBES, AND EMERGENCY LIGHTING WITH ARCHITECT UNLESS OTHERWISE

INDICATED. ALL STROBE LIGHTS SHALL BE CEILING MOUNTED TYPE WHERE EVER

POSSIBLE. ANY WALL-MOUNTED STROBES SHALL BE MOUNTED AT 80" AFF

(MINIMUM) TO BOTTOM OF STROBE LIGHT, UNLESS OTHERWISE NOTED (UON).

ALL SPRINKLER HEADS OCCURRING IN ACOUSTICAL TILE TO BE CENTERED IN

ACOUSTICAL TILE UNLESS OTHERWISE NOTED. ALL SPRINKLER HEADS

OCCURRING IN GYPSUM BOARD CEILING SHALL BE LOCATED WITH RELATION TO

LIGHT FIXTURES. GENERAL CONTRACTOR TO SUBMIT SPRINKLER HEAD LOCATION

SHOP DRAWING TO: 1) FIRE MARSHALL FOR APPROVAL AND; 2) ARCHITECT FOR

COORDINATION PRIOR TO INSTALLATION OF SPRINKLERS.

INSTALL ALL SPECIFIED EXIT SIGNS IN LOCATIONS APPROVED BY LOCAL

JURISDICTIONS. PROVIDE AND INSTALL ANY ADDITIONAL EXIT SIGNS WHERE

DIRECTED BY CODE OFFICIALS. COORDINATE LOCATIONS WITH ARCHITECT PRIOR

TO INSTALLATION.

GENERAL CODE NOTES

LIFE SAFETY SYMBOLS LEGEND

EXIT PATH AND DIRECTION OF TRAVEL

EXIT DISCHARGE

EXIT LIGHT

P = xx OCCUPANT LOAD

FEC-# FIRE EXTINGUISHER CABINET

NUMBER OF OCCUPANTS IN EXIT PATH54

SMOKE PARTITION

TD: 90'-4"

CPT: 75'-10" COMMON PATH OF TRAVEL

BRACKET MOUNTED FIRE EXTINGUISHERFE

PROJECT SUMMARY

APPLICABLE CODES

W/ CURRENT STATE

AMENDMENTS

IBC

IBC MECHANICAL CODE

IBC PLUMBING CODE

IBC FUEL GAS CODE

NATIONAL ELECTRICAL CODE

NFPA 101

ADA

IECC

2024 EDITION

2024 EDITION

2024 EDITION

2024 EDITION

2023 EDITION

2024 EDITION

2010 EDITION

2015 EDITION

INTERNATIONAL FIRE CODE

NFPA 13R

NFPA 13D

2024 EDITION

2022 EDITION

2022 EDITION

ILLUMINATED FACE

DIRECTIONAL ARROW

S2 SPATIAL USE TAG

PATH OF TRAVEL ORIGINATION

TRAVEL DISTANCE

2 HR FIRE PARTITION

ROOM NAME

RM #

## SF/P P = #

AREA

OCCUPANT

LOAD RATIO

OCCUPANT

LOAD

OCCUPIED SPACE TAG

P = 10

NET AREA OCCUPANT LOAD

(SUBSET OF ROOM TOTAL)150 SF

WAITING AREA

OCCUPANT

LOAD

AREA NAME

UNOCCUPIED SPACE TAG

Room name

150 SF

FIRE STATION IS A SEPARATED MIXED OCCUPANCY, SINGLE STORY BUILDING - NEW

CONSTRUCTION

IBC OCCUPANCY: MIXED

TWO-BAY THREE-BAY

GROUP R-3 3,345 SF 3,345 SF

GROUP S-2 4,253 SF 5,456 SF

7,598 SF ENCLOSED AREA 8,801 SF

COVERED 400 @ 1/2 200 SF

NFPA 101 OCCUPANCY : MIXED

LODGING / ROOMING HOUSE

2 HOUR OCCUPANCY SEPARATION

LOW HAZARD STORAGE WITH INCIDENTAL BUSINESS

OCCUPANT LOAD TOTAL : PER LIFE SAFETY PLAN = 53

5 TRANSIENT RESIDENTS + 2 OFFICES

CONSTRUCTION TYPE : TYPE VB UNSPRINKLERED STORAGE / SPRINKLERED NFPA 13R

LODGING

EXITS REQUIRED: 2

SEE PLAN FOR FIRE RATED PARTITION REQUIREMENTS

122 SF

DORM 3

200 SF/P P = 1

122 SF

DORM 2

200 SF/P P = 1

122 SF

DORM 1

200 SF/P P = 1

76 SF

LAUNDRY

39 SF

SHOWER 2

58 SF

RESTROOM

296 SF

GEAR ROOM

500 SF/P P = 1

76 SF

MECHANICAL

177 SF

ENTRY

131 SF

STORAGE

2685 SF

APPARATUS

BAY

500 SF/P P = 6

833 SF

DAY ROOM

15 SF/P P = 31

122 SF

SHIFT COMM.

DORM

200 SF/P P = 1

122 SF

SHIFT

COMMANDER

200 SF/P P = 1

39 SF

SHOWER 1

52 SF

CLOSET

122 SF

DORM 4

200 SF/P P = 1

46 SF

ELEC.

49 SF

IT

136 SF

OFFICE

150 SF/P P = 1

367 SF

CORRIDOR

319 SF

KITCHEN

50 SF/P P = 7

IBC 303 .1.2.1 SMALL ASSEMBLY

SPACES - A ROOM OR SPACE USED

FOR ASSEMBLY PURPOSES WITH AN

OCCUPANT LOAD OF LESS THAN 50

PERSONS AND ACCESSORY TO

ANOTHER OCCUPANCY SHALL BE

CLASSIFIED AS A GROUP B

OCCUPANCY...

456 SF

456 SF

SMOKE PARTITIONS WITH GWB CEILING

APPROVED TO STOP THE TRANSFER OF

SMOKE - NOTES LODGING / ROOMING HOUSE

NOTES FOR DOOR REQUIREMENTS

2 HOUR FIRE RESISTANCE SEPARATION -

TRAVEL DISTANCE = 44'-4"

TRAVEL DISTANCE = 41'-11"

LODGING / ROOMING HOUSE (3,345 SF)

NFPA 101 - 2018 REVIEW

DEAD END CORRIDORS - NO REQUIREMENT

TRAVEL DISTANCE - NO REQUIREMENT

COMMON PATH OF TRAVEL - NO REQUIREMENT

ALL SLEEPING ROOMS SHALL BE SEPARATED FROM ESCAPE

ROUTE CORRIDORS BY SMOKE PARTITIONS

IN ADDITION TO PRIMARY ROUTE, EACH SLEEPING ROOM AND

LIVING AREA SHALL HAVE SECOND MEANS OF ESCAPE...

TRANSFER GRILLES SHALL BE PROHIBITED IN CORRIDOR WALLS

DOORS SHALL BE PROVIDED WITH LATCHES OR OTHER

MECHANISMS SUITABLE FOR KEEPING THE DOORS CLOSED;

DOORS SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING UPON

DETECTION OF SMOKE.

PROVIDE A FIRE ALARM SYSTEM IAW SECTION LSC 9.6 / INITIATION

SHALL BE BY MANUAL MEANS

PROVIDE APPROVED SMOKE ALARMS

PROVIDE CARBON MONOXIDE ALARMS OR CARBON MONOXIDE

DETECTORS / OUTSIDE EACH SEPARATE SLEEPING AREA.

PROVIDE AUTOMATIC SPRINKLER SYSTEM WITHIN LODGING AREA

IAW NFPA 13R (NFPA 101 26.3.6.2.2)

PROVIDE PORTABLE FIRE EXTINGUISHERS

266 SF

WELLNESS

150 SF/P P = 2

148 SF

DECON

64 SF

AIR LOCK

3•

S2 LOW / HAZARD STORAGE (4,253 SF)

TYPE VB UNSPRINKLERED

ALLOWABLE AREA = 13,500 SF

ALLOWABLE HEIGHT = 40'-0"

ALLOWABLE NUMBER OF STORIES = TWO

NFPA 101 - 2018

ORDINARY HAZARD STORAGE

DEAD END CORRIDOR = 50 FT

COMMON PATH OF TRAVEL = 50 FT

TRAVEL DISTANCE = 200 FT

S2

B

S2

S2

FEC

FE

FEC

FE FE

FEC

FE

C

FE

C

THESE WALLS GO TO THE DECK ABOVE

FE

GROUP R-3 IBC 2018 REVIEW (3,345 SF)

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE

PLAN FOR TYPE VB CONSTRUCTION = 60

NEW GROUP R OCCUPANCIES ARE REQUIRED TO BE PROTECTED

BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH

SECTION 903.2.8 S13R HAS ALLOWABLE HEIGHT OF 60'

TABLE 504.4 R-1 S13R FOR TYPE V CONSTRUCTION ALLOWS 3

STORIES ABOVE THE GRADE PLAN

TABLE 506.2 ALLOWABLE AREA = 7,000 SF

DESIGN FOR A NFPA 13R/13D HYBRID SPRINKLER SYSTEM WILL BE

SUBMITTED FOR THE GROUP R-3 AREA USING AN ADDITIONAL

STORAGE INTERIOR STORAGE TANK STORING THE REQUIRED

CAPACITY OF WATER NECESSARY SINCE THERE IS NO WATER

AVAILABLE ON-SITE EXCEPT FOR WELL WATER.

THE LIGHT GRAY AREA REPRESENTS AREA

OF UNSEPARATED ATTIC SPACE OF 2,782 SF.

NO ADDITIONAL DRAFT STOP WITHIN THE

ATTIC IS REQUIRED

DRAFT STOP WITHIN THE ATTIC ABOVE CMU

PARTITIONS

R3

B

Project No.:

Date:

Drawn by:

Checked by:

Revisions:

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11 Ninth Street, Suite 120 Columbus, GA 31901 P. (706) 571-6923

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SCALE: 1/8" = 1'-0"LS1.1

1 LIFE SAFETY PLAN

ASSUMED

PROJECT

NORTH

No. Date Description

VICINITY MAP

N.T.S

OWNER:

Troup Co. Board of Commissioners

100 Ridley Ave.,LaGrange, GA 30240 CONTACT: James Anderson

706-645-5885

ENGINEER / SURVEYOR:

HARRIS GRAY LLC

824 3RD AVENUE

WEST POINT, GA 31833

706-645-5885

CONTACT: SCOTT HARRIS, P.E.

24 HOUR LOCAL CONTACT:

James Anderson @ 706-298-3792 janderson@troupco.org

PLANS PREPARED: AUGUST 17, 2026

CONSTRUCTION PLANS

TROUP COUNTY

FIRE STATION @

BURKES CHAPEL RD.

FOR STAND ALONE PROJECTS THAT BEGIN CONSTRUCTION ACTIVITY AFTER THE

EFFECTIVE DATE OF THIS PERMIT, THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN

PROFESSIONAL WHO PREPARED THE EROSION, SEDIMENTATION AND POLLUTION

CONTROL PLAN, OR AN ALTERNATIVE DESIGN PROFESSIONAL APPROVED BY EPD IN

WRITING, TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE

REQUIREMENTS AND PERIMETER CONTROL BMPs WHICH THE DESIGN PROFESSIONAL

DESIGNED WITHIN SEVEN (7) DAYS AFTER INSTALLATION. THE DESIGN PROFESSIONAL

SHALL DETERMINE IF THESE BMPs HAVE BEEN INSTALLED AND ARE BEING MAINTAINED

AS DESIGNED. THE DESIGN PROFESSIONAL SHALL REPORT THE RESULTS OF THE

INSPECTION TO THE PRIMARY PERMITTEE WITHIN SEVEN (7) DAYS AND THE PERMITTEE

MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE

INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER RELATED

SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED.

REVISIONS OR AMENDMENTS TO THESE PLANS SHOULD BE SUBMITTED TO THE LOCAL

ISSUING AUTHORITY FOR REVIEW.

NPDES CERTIFICATIONS

1. I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT

PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT

"MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE

GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN

WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF

THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT

THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN

REQUIREMENTS AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS

CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001.

2. "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN PREPARED AFTER A SITE VISIT TO THE

LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT

SUPERVISION."

3. GEORGIA'S 2012 OR SUBSEQUENT 305(b)/303(d) LIST DOCUMENTS HAVE BEEN CONSULTED. IT

WAS DETERMINED THAT THIS SITE DOES NOT DRAIN INTO AN IMPAIRED STREAM

SEGMENT, NOR IS WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED

AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT.

SCOTT HARRIS, P.E. # 35488, GWSCC # 4456 DATE

8-17-26

ANTICIPATED CONSTRUCTION SCHEDULE

LANDSCAPING & GRASSING

FINAL PAVING

EROSION CONTROL / BMP MAINTENANCE*

ACTIVITY

EROSION CONTROL / BMP INSTALLATION

GRADING

21 13 4 2 3 4

CLEARING & GRUBBING

MO. 1 MO. 2

1. MAINTENANCE OF EROSION AND SEDIMENT CONTROL WILL BE MONITORED DAILY AND INSPECTED WEEKLY THROUGHOUT PROJECT.

2. NOTIFY INSPECTOR 24 HOURS BEFORE BEGINNING EVERY PHASE OF CONSTRUCTION.

3. CONTRACTOR IS TO REMOVE ALL TEMPORARY SEDIMENT CONTROL AFTER FINAL STABILIZATION OF SITE.

STORM DRAINAGE

UTILITIES (WATER, SEWER, ETC.)

PARKING SUBBASE

BUILDING

1 2 3 4

MO. 3

1 2 3 4

MO. 4

1 2 3 4

MO. 5

SHEET INDEX

Sheet Number Sheet Title

01 COVER

02 GSWCC CHECKLIST & INFO

03 CONSTRUCTION NOTES

04 EXISTING CONDITIONS

05 SITE PLAN

06 GRADING & DRAINAGE PLAN

07 STORM PROFILES & DETAILS

08 STORM DETAILS

09 UTILITY PLAN

10 E.S.& P.C. NOTES

11 E.S.& P.C. NOTES

12 E.S.& P.C. PLAN INITIAL PHASE

13 E.S.& P.C. PLAN INTERMEDIATE PHASE

14 E.S.& P.C. PLAN FINAL PHASE

15 GSWCC DETAILS

16 GSWCC DETAILS

17 CONSTRUCTION DETAILS

18 CONSTRUCTION DETAILS

19 CONSTRUCTION DETAILS

GEORGIA STATE MAP

SITE

TROUP

COUNTY

Burkes Chapel Rd

W hi te sv ille R d

Wood Valley Dr

Baughs Crossroads

SAFE DIGGING PA RTNER

CO

NT

ACT 811 BEFORE YOU DIG

72 HRS NOTICE IS REQUIRED TO GEORGIA

811 UTILITY PROTECTION CENTER BEFORE

ANY PLANNED DIGGING.

w w w . G e o r g i a 8 1 1 . c o m

8-17-26J OHN S C O T T HA RR I S

R

E G I S T E R E

D

E N G I N E E R

NO. PE35488

PROFESSIONAL

G

E O R G I A

GSWCC LEVEL II # 4456

EXP. 03-27-2027

LAND LOT 160 & 181 - 4th LAND DISTRICT

TROUP COUNTY, GEORGIA

ADDRESS: ? BURKES CHAPEL RD.

GPS COORDINATES

LATITUDE N 32.9167°

LONGITUDE W 85.0187°

SITE ADDRESS: ? BURKES CHAPEL RD.

TOTAL SITE ACREAGE: 2.243 Ac.

AREA OF DISTURBANCE: 2.0 Ac.

ZONING: AGR

ENGINEERS SURVEYORS PLANNERS

HARRIS GRAY, LLC

824 THIRD AVENUE WEST POINT, GEORGIA 31833

PHONE: (706) 645 - 5885

CERTIFICATE OF AUTHORIZATION NO:PEF006540

8-17-26

SITE

SCALE IN FEET

01000 500 1000

1" = 1000'

SCALE IN FEET

01000 500 1000

1" = 1000'

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Warm Water (Supporting Warm Water Fisheries) Surface Water Drainage Area, square miles

0-4.99

1.00-10 10.01-25

Site Size, acres 25.01-50

50.01-100

100.01 +

5-9.99

10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+

ARC

RADIUS

CHORD LENGTH

CHORD BEARING

DELTA

RIGHT OF WAY

POINT OF VERTICAL TANGENT

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVE

AT

ON CENTER

ELEVATION

LENGTH

SLOPE

DIAMETER

TYPICAL

LINEAR FOOT

DEGREE

STATION

INVERT IN

INVERT OUT

SERVICE LATERAL

DOUBLE-WING INLET

SINGLE-WING INLET

MANHOLE

EDGE OF PAVEMENT

BACK OF CURB

FACE OF CURB

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

DUCTILE IRON PIPE

HIGH PERFORMANCE POLYPROPYLENE PIPE

HIGH DENSITY POLYETHYLENE PIPE

PROPERTY BOUNDARY LINE

RIGHT-OF-WAY LINE

LOT LINE

EASEMENT

SETBACK LINE

CENTERLINE

EXISTING FENCE LINE

PROPOSED FENCE LINE

EXISTING TREE LINE

PROPOSED TREE LINE

EXISTING WETLANDS

BORING LOCATIONS

BENCHMARK

EXISTING CONTOUR

PROPOSED CONTOUR

FLOW ARROW

WATER LINE TEE

WATER VALVE (TYPE)

GV = GATE VALVE BV = BUTTERFLY VALVE

PV = PLUG VALVE CV = CHECK VALVE

WATER LINE BLOW OFF VALVE

WATER LINE CAP

WATER LINE REDUCER

WATER LINE BEND

SINGLE WATER SERVICE

DOUBLE WATER SERVICE

EXISTING FIRE HYDRANT ASSEMBLY

PROPOSED FIRE HYDRANT ASSEMBLY

EXISTING POTABLE WATER LINE

PROPOSED POTABLE WATER LINE

EXISTING IRRIGATION MAIN

PROPOSED IRRIGATION MAIN

EXISTING FIRE PROTECTION MAIN

PROPOSED FIRE PROTECTION MAIN

STORM SEWER STRUCTURE NUMBER

STORM SEWER JUNCTION BOX

STORM SEWER FLARED END SECTION

STORM SEWER YARD DRAIN

SINGLE-WINGED INLET

DOUBLE-WINGED INLET

GRATE AND HOOD INLET

AREA/GRATE INLETS

EXISTING STORM DRAIN PIPE

PROPOSED STORM DRAIN PIPE

DIRECTION OF FLOW

SANITARY SEWER MANHOLE

SANITARY SEWER STRUCTURE NUMBER

SINGLE SANITARY SEWER SERVICE

DOUBLE SANITARY SEWER SERVICE

EXISTING SANITARY SEWER LINE

PROPOSED SANITARY SEWER LINE

EXISTING SANITARY SEWER FORCEMAIN

PROPOSED SANITARY SEWER FORCEMAIN

EXISTING GAS LINE

PROPOSED GAS LINE

EXISTING UNDERGROUND ELECTRIC LINE

PROPOSED UNDERGROUND ELECTRIC LINE

EXISTING OVERHEAD ELECTRIC LINE

PROPOSED OVERHEAD ELECTRIC LINE

EXISTING TELEPHONE LINE

PROPOSED TELEPHONE LINE

EXISTING FIBEROPTIC LINE

PROPOSED FIBEROPTIC LINE

LEGEND AND ABBREVIATIONS

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CHKD BY

DRAWN BY

DATE

FILE NAME

JOB NO.

JOHN S C O T T HA RRI S

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NO. PE35488

PROFESSIONAL

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GSWCC LEVEL II # 4456

EXP. 03-27-2027

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GENERAL PROVISIONS

1. 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.

CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN.

2. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMAN LIKE MANNER TO THE ENTIRE SATISFACTION OF THE

OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.

3. DEVIATIONS FROM THE PLANS WITHOUT THE PRIOR CONSENT OF THE OWNER OR HIS REPRESENTATIVES MAY BE CAUSE

FOR THE WORK TO BE UNACCEPTABLE.

4. A PRE-CONSTRUCTION MEETING WILL BE REQUIRED. CONTRACTOR SHALL CONTACT TROUP COUNTY TO SCHEDULE A

MEETING.

5. THE DRAWINGS AND TROUP COUNTY STANDARD FOR DESIGN AND CONSTRUCTION SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT READY FOR USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL

BE FURNISHED AND INSTALLED.

6. ALL MATERIALS SHALL BE NEW, UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER AND APPROPRIATE AUTHORITIES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER AND CITY APPROVAL PRIOR TO

PROCUREMENT OF MATERIALS.

7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY AND IS NOT OWNER GUARANTEED. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS AND RELATED EXPENSES.

9. THE CONTRACTOR IS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE GEORGIA UTILITIES PROTECTION CENTER (1-800-282-7411) AND THE

TROUP COUNTY FOR LOCATION OF EXISTING UNDERGROUND UTILITIES.

10. CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND COMPACTED SUB-GRADE. ALL UNDERGROUND UTILITIES, INCLUDING THOSE INSTALLED BY OTHERS (ELECTRICAL CONDUIT, GAS, TELEPHONE, WATER, SANITARY, SEWER AND ANY OTHER MISCELLANEOUS) SHALL BE IN-PLACE PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL IF POSSIBLE.

11. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY DISCREPANCY BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.

12. IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IF HISTORICAL ARTIFACTS OR ENDANGERED SPECIES OF

PLANTS ARE ENCOUNTERED DURING CONSTRUCTION.

13. A CONSTRUCTION TRAILER SHALL BE PERMITTED THROUGH THE TROUP COUNTY WHEN REQUIRED AND COORDINATED WITH

THE OWNER IN ORDER TO NOT IMPEDE ANY CURRENT OPERATIONS.

14. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN ACCORDANCE WITH O.S.H.A. GUIDELINES. THERE SHALL BE NO OPEN TRENCHES AT THE END OF THE DAY'S WORK.

15. CONTRACTOR SHALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL BUILDINGS UNDER CONSTRUCTION. IN TIMES OF RAIN OR MUD, ROADS SHALL BE ABLE TO CARRY A FIRE TRUCK BY BEING PAVED OR HAVING A CRUSHED STONE BASE WITH A MINIMUM WIDTH OF 25 FEET. THIS ACCESS TO BUILDINGS THAT HAVE SPRINKLER OR STANDPIPE SYSTEMS SHALL BE TO WITHIN 40 FEET OF THE FIRE DEPARTMENT CONNECTOR. (NFPA 1141 3-1 AND GCFO-15)

16. CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH A CONSTRUCTION SCHEDULE FOR THE WORK.

GEOTECHNICAL

1. SOILS TESTING AND ON-SITE INSPECTION MAY BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER SELECTED AND PAID BY THE OWNER. IN THE EVENT OF CONFLICT BETWEEN THE INSTRUCTIONS BY THE ENGINEER AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER, THE CONTRACTOR WILL ADHERE TO THE MOST

STRINGENT.

2. CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.

ALL ARRANGEMENTS AND SCHEDULING FOR TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

3. GEOTECHNICAL ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER, AND THE OWNER'S REPRESENTATIVE AND SHALL NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR PROMPTLY

SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS.

4. MOISTURE-DENSITY RELATIONSHIPS (STANDARD PROCTOR) SHALL BE DETERMINED FOR EACH SOIL TYPE ENCOUNTERED ONSITE TO PROVIDE DATA FOR QUALITY CONTROL. THE GEOTECHNICAL ENGINEER SHALL REVIEW THE TEST RESULTS AND ADVISE ON THE SUITABILITY OF THE PROPOSED FILL MATERIAL. THE MOISTURE CONTENT AT THE TIME OF COMPACTION

SHALL BE WITHIN 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT.

4. SUITABLE FILL MATERIAL SHALL BE FREE OF ORGANICS, STONES GREATER THAN ONE INCH IN DIAMETER, OR OTHER DELETERIOUS MATERIAL AS DETERMINED BY THE GEOTECHNICAL ENGINEER. SOILS MIXED WITH BLAST ROCK SHALL

GENERALLY NOT BE CONSIDERED SUITABLE.

5. ALL FILLS SHALL BE COMPLETED IN LIFTS NOT TO EXCEED EIGHT INCHES IN LOOSE THICKNESS. EACH LIFT SHALL BE

COMPACTED UTILIZING APPROPRIATE MECHANICAL MEANS.

6. COMPACT SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D 698, AASHTO T-99:

A. UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, COMPACT THE TOP 12 INCHES BELOW SUBGRADE AT 98 PERCENT MAXIMUM DRY DENSITY, AND EACH LAYER OF BACKFILL OR FILL MATERIAL AT 95 PERCENT MAXIMUM

DRY DENSITY.

B. UNDER WALKWAYS, COMPACT THE TOP 6 INCHES BELOW THE SUBGRADE AND EACH LAYER OF BACKFILL OR FILL

MATERIAL AT 95 PERCENT MAXIMUM DRY DENSITY.

C. UNDER LAWN OR UNPAVED AREAS, COMPACT THE TOP 6 INCHES BELOW SUBGRADE AND EACH LAYER OF BACKFILL

OR FILL MATERIAL AT 95 PERCENT MAXIMUM DENSITY.

EARTHWORK/GRADING

1. EARTHWORK AND GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S

SPECIFICATIONS AND RECOMMENDATIONS, OR WITH SECTIONS 201-221 OF GA DOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IF NOT COVERED BY THE GEOTECHNICAL ENGINEER'S SPECIFICATIONS, EXCEPT AS

OTHERWISE NOTED.

2. MAXIMUM SLOPE FOR CUT OR FILL IS 2H: 1V. ANY SLOPES AT 2:1 OR STEEPER SHALL BE STABILIZED WITH APPROPRIATELY

DESIGNED SLOPE MATTING.

3. THE FOLLOWING CLASSIFICATIONS WILL BE USED FOR DESCRIBING DIFFICULT EXCAVATION MATERIAL.

A. TRENCH ROCK - ANY MATERIAL THAT CANNOT BE EXCAVATED WITH A TRACKED BACKHOE HAVING A BUCKET CURLING FORCE OF AT LEAST 30,000 POUNDS (CATERPILLAR 320 OR EQUIVALENT) AND OCCUPYING AN IN-PLACE VOLUME OF AT

LEAST 0.5 CUBIC YARDS

B. DIFFICULT EXCAVATION - ANY MATERIAL THAT CANNOT BE REMOVED BY NORMALLY USED GRADING EQUIPMENT, AND REQUIRES THE USE OF A SINGLE-TOOTH RIPPER ATTACHED TO A DOZER HAVING A DRAW BAR PULL OF AT LEAST 90,000 POUNDS (CATERPILLAR D-8 OR EQUIVALENT) AND OCCUPIES AN IN-PLACE VOLUME OF AT LEAST ONE CUBIC

YARD.

C. BLAST ROCK - ANY MATERIAL THAT CANNOT BE RIPPED WITH A SINGLE-TOOTHED RIPPER ATTACHED TO A DOZER HAVING A DRAW BAR PULL OF AT LEAST 90,000 POUNDS (CATERPILLAR D-8 OR EQUIVALENT) AND OCCUPIES AN

IN-PLACE VOLUME OF AT LEAST ONE CUBIC YARD.

4. EXCESS EARTH CUT MATERIALS, UNSUITABLE MATERIALS OR ROCK, IF ANY, SHALL BE PLACED AT A LOCATION ON OR NEAR

THE SITE AS DESIGNATED BY THE OWNER.

5. STRIP EXISTING TOPSOIL FROM AREAS THAT WILL BE EXCAVATED OR GRADED PRIOR TO COMMENCEMENT OF EXCAVATION OR GRADING AND PLACE IN WELL DRAINED STOCKPILES AT LOCATIONS APPROVED BY THE OWNER AND/OR ENGINEER.

6. BASE MATERIAL SHALL BE CLEANED, SHAPED AND INSPECTED BEFORE ASPHALT LAYER IS ADDED.

7. ELEVATIONS SHOWN ON THE PROFILES ARE CENTERLINE PAVEMENT ELEVATIONS, MEASURED TO THE TOP OF FINISHED

PAVEMENT, UNLESS OTHERWISE NOTED.

8. ALL OFFSITE DISTURBED AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITION OR BETTER.

9. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ALL WASTE MATERIALS CONSISTENT WITH REGULATIONS APPLICABLE TO

THE MATERIALS.

EROSION AND SEDIMENT CONTROL

1. SEE "EROSION SEDIMENT AND POLLUTION CONTROL PLAN," NOTES AND DETAILS SHEETS, FOR ADDITIONAL EROSION AND

SEDIMENT CONTROL NOTES.

2. CONSTRUCTION EXIT PADS SHALL BE INSTALLED BY THE CONTRACTOR AT EACH CONSTRUCTION ACCESS POINT.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.

4. PROVISIONS TO PREVENT EROSION OF THE SOIL FROM THE SITE SHALL CONFORM TO THE REQUIREMENTS OF THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA," LATEST EDITION AND SHALL BE FOLLOWED AND INSTALLED IN A MATTER SO AS TO MINIMIZE EROSION OF THE DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE.

5. THE CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICABLE TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURES DETAILED HEREON SHALL BE CONTINUED UNTIL THE GRASS ON PLANTED SLOPES IS SUFFICIENTLY ESTABLISHED TO BE AN EFFECTIVE EROSION DETERRENT. THE SEDIMENT REMOVED FROM THE CONTROL STRUCTURES SHALL BE EVENLY DISTRIBUTED INSIDE CONSTRUCTION LIMITS. DISPOSED SEDIMENT SHALL BE PERMANENTLY GRASSED.

6. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED PER THE "EROSION SEDIMENT AND POLLUTION

CONTROL PLANS" FOR THIS PROJECT.

7. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST REMAIN IN PLACE UNTIL FINAL STABILIZATION IS ESTABLISHED, AS

SHOWN ON THE "EROSION SEDIMENT AND POLLUTION CONTROL PLANS."

STORMWATER

1. STORM SEWER PIPE SHALL BE CIRCULAR, REINFORCED CONCRETE OR ALL ALLOWABLE PIPE MATERIAL, WALL B, CLASS III

PIPE OR APPROVED EQUAL WITH A MAXIMUM "n" VALUE OF 0.013.

2. END TREATMENT SHALL BE REINFORCED CONCRETE HEADWALLS, OR APPROVED EQUAL, SIZED TO MATCH THE STORM

SEWER PIPE.

3. ALL DRAINAGE PIPE LENGTHS SHOWN ON THE PLANS ARE HORIZONTAL MEASUREMENTS FOR CENTER-TO-CENTER OF THE

RELATED STRUCTURES.

4. ALL PROPOSED DRAINAGE STRUCTURES SHALL CONFORM TO TROUP COUNTY OR GEORGIA DEPARTMENT OF

TRANSPORTATION (GDOT) STANDARD DETAILS UNLESS NOTED OTHERWISE.

5. ALL PIPES UNDER PAVEMENTS: TRENCHED BACKFILL SHALL BE MECHANICALLY TAMPED FOR THE ENTIRE DEPTH OF TRENCH TO 95% STANDARD PROCTER. THE UPPER 12” SHALL BE COMPACTED TO A MINIMUM OF 98% STANDARD PROCTER.

REFER TO THE TROUP COUNTY STANDARD SPECIFICATIONS AS NECESSARY.

DAMS AND EMBANKMENTS

1. ALL DAM AND EMBANKMENT CONSTRUCTION SHALL BE MONITORED BY THE GEOTECHNICAL ENGINEER.

2. IN AREAS WHERE DAMS OR EMBANKMENTS ARE PROPOSED THE SITE SHALL BE STRIPPED OF ALL EXISTING TOPSOIL, VEGETATION, AND ROOTS.

3. WHERE POSSIBLE, CLEARING AND GRUBBING SHALL EXTEND 50 FEET BEYOND THE DOWNSTREAM TOE OF THE PROPOSED

EMBANKMENT TO ALLOW FOR ACCESS AND CLEARANCE FOR FUTURE INSPECTIONS.

4. AT THE COMPLETION OF CLEARING AND GRUBBING ACTIVITIES, THE FOOTPRINT OF THE PROPOSED EMBANKMENT SHALL BE PROOF-ROLLED USING A FULLY LOADED TRI-AXLE DUMP TRUCK, 20 TON ROLLER, OR OTHER SIMILAR EQUIPMENT.

5. ANY AREAS WHICH PUMP OR RUT EXCESSIVELY AND CANNOT BE DENSIFIED BY CONTINUED ROLLING, SHOULD BE UNDERCUT AND REPLACED WITH STRUCTURAL FILL TO AT LEAST 10 FEET OUTSIDE OF THE EMBANKMENT FOOTPRINT.

6. SURFACE WATER CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL EMPLOY

MEASURES TO KEEP SURFACE WATER AWAY FROM CONSTRUCTION EXCAVATIONS AND FILLS.

7. SHOULD DE-WATERING ACTIVITIES BE REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO PREPARE AND SUBMIT A SURFACE WATER AND GROUNDWATER CONTROL PLAN TO THE GEOTECHNICAL ENGINEER. THIS PLAN MUST BE REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO THE COMMENCEMENT OF

DE-WATERING ACTIVITIES.

8. CONTRACTOR SHALL INSTALL TOE DRAINS ALONG ANY EMBANKMENTS AND DAMS IN ACCORDANCE WITH THE

CONSTRUCTION PLANS.

9. TOE DRAIN OUTLETS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO ALLOW FOR THE MEASUREMENT OF SEEPAGE

FLOWS THROUGH THESE DRAINS.

10. EMBANKMENTS SHALL BE CONSTRUCTED WITH A SLOPE OF 3:1 OR FLATTER, UNLESS NOTED OTHERWISE.

11. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER ON THE PLACEMENT AND OR MIXING OF ALL

PROPOSED FILL MATERIALS.

12. IN GENERAL, STRUCTURAL FILLS SHALL HAVE A LIQUID LIMIT LESS THAN 50, PLASTIC INDEX LESS THAN 30 AND A STANDARD

PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) GREATER THAN 90 PCF.

13. STRUCTURAL FILLS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY

DENSITY (ASTM D 698).

14. STRUCTURAL FILLS SHALL BE PLACED IN A MAXIMUM OF 8 INCH THICK LOOSE HORIZONTAL LIFTS AND COMPACTED TO THE

SPECIFIED COMPACTION.

15. STRUCTURAL FILL LIFTS SHALL NOT BE LEFT IN A SMOOTH CONDITION PRIOR TO THE PLACEMENT OF THE SUBSEQUENT LIFT. ANY SMOOTH SURFACE LIFTS SHALL BE LIGHTLY SCARIFIED PRIOR TO THE PLACEMEN OF THE NEXT LIFT.

16. SHOULD AN EXPOSED FILL SURFACE BECOME EXCESSIVELY WET OR DRY DURING BREAKS IN GRADING ACTIVITIES, THE CONTRACTOR SHALL, AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER, EITHER…