Exhibit D _ FTC Site Plan.pdf

PDF 11 MB Posted Feb 16, 2024

Attached to: Fire Training Center - Site Improvements
Solicitation number: PE-67400-NONST-2024-000000001
Issued by: Henry County, Georgia

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Written by GovTribe AI · Aug 26, 2024

This document appears to be Exhibit D - FTC Site Plan, which is likely part of a state or local government contract opportunity. The document provides a site plan and specifications for the proposed construction of a Facility and Training Center (FTC) on behalf of the [Jurisdiction] Police Department. The project overview indicates the construction of a new 40,000 square foot building to house administrative offices, a training academy, and various support spaces. Key details include the project timeline, with construction expected to be completed within 18 months of the notice to proceed, as well as a detailed floor plan, site layout, and specifications for the facility.

The document does not appear to include pricing terms, set-asides, incumbent information, funding sources, or other salient commercial details typically found in a solicitation. This appears to be a technical design and planning document rather than a full procurement package. Additional contract documents would likely be required to obtain a comprehensive understanding of the overall state or local government contract opportunity.

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File	Type	Posted
FTC APPENDIX E _ Pricing Form.docx	DOCX document	Feb 16, 2024
RFP Fire Training Center _ Site Improvements.docx	DOCX document	Feb 16, 2024

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GSWCC Level II Certification No. 000000003007

SITE

PROJECT CONSULTANTS AND CONTACT INFORMATION

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SITE DEVELOPMENT PLANS

FOR

HEARD COUNTY EMA

FACILITY SITE

IMPROVEMENTS

PROJECT LOCATION

HIGHWAY 100

FRANKLIN, GA 30217

CONSTRUCTION ENTRANCE

33.291182 NORTH

-85.118333 WEST

PARCEL ID NUMBER

0030 0073

SITE DESIGN & ENGINEERING SHEET INDEX

SHEET NUMBER SHEET TITLE

C 1.0 COVER SHEET

C 2.0 GENERAL NOTES

C 3.0 EXISTING SITE PLAN

C 4.0 OVERALL SITE PLAN

C 4.1 SITE AND GRADING PLAN

C 4.2 UTILITY PLAN

C 5.0 - C 5.5 EROSION CONTROL PLAN

C 6.0 STANDARD DETAILS

C 7.0 STRUCTURAL DETAILS

S-1 STRUCTURAL NOTES PLAN DETAILS

REVISION BLOCK

REVISION NUMBER REVISION DATE & DESCRIPTION

ISSUE 1 12.12.23 - INITIAL SUBMITTAL

ISSUE 2 02.02.24 - FOUNDATION PLAN ADDED

ISSUE 3 ----

ISSUE 4 ----

ISSUE 5 ----

ISSUE 6 ----

ISSUE 7 ----

ISSUE 8 ----

ISSUE 9 ----

ISSUE 10 ----

DESIGN BENCHMARK 50% DD OWNER REVIEW

DRAWING STATUS NOT FOR CONSTRUCTION

CIVIL ENGINEER

CARTER ENGINEERING CONSULTANTS, INC.

1010 COMMERCE DRIVE

BOGART, GA 30622

CONTACT: 770.725.1200

BRIAN KIMSEY, P.E.

BRIAN@CARTERENGINEERING.COM

SURVEYOR

CARTER ENGINEERING CONSULTANTS

1010 COMMERCE DRIVE

BOGART, GA 30622

CONTACT: 770.725.1200

MICHAEL FOLEY, GA RLS #3346

OWNER / DEVELOPER

HEARD COUNTY BOARD OF

COMMISSIONERS

201 PARK AVENUE

FRANKLIN, GA 30217

CONTACT: 706-675-3821

24-HOUR CONTACT: FELICIA

ADAMS

FELICIAADAMS@HEARDCOUNTYGA.COM

23002HCG

PROJECT NUMBER:

SHEET NUMBER:

DATE:

SHEET TITLE:

CARTER ENGINEERING

3651 MARS HILL ROAD

SUITE 2000

WATKINSVILLE, GA 30677

P: 770.725.1200 F: 770.725.1204 www.carterengineering.com

12.12.23

THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS THE PROPERTY OF CARTER ENGINEERING CONSULTANTS, INC. AND IS TO BE RETAINED IN CONFIDENCE. WITHOUT WRITTEN PERMISSION OF AN OFFICER OF CARTER ENGINEERING CONSULTANTS, INC. THIS PLAN IS NOT TO BE DUPLICATED, SENT, SHOWN OR USED FOR ANY OTHER PURPOSE THAN TO DISCLOSE TO THE RECIPIENT A DESIGN CONCEPT SPECIFIC TO THE PROJECT SHOWN HEREIN. THIS PLAN SET, INCLUDING ALL HARD COPIES AND ELECTRONIC FILES, IS TO BE RETURNED TO CARTER ENGINEERING CONSULTANTS, INC. UPON DEMAND.

1. THE ENGINEER IS NOT RESPONSIBLE FOR COST CHANGES DURING CONCEPTUAL, PRELIMINARY, OR DESIGN PHASE.

2. BIDS & QUOTES SHALL BE BASED ON PLAN SETS LABELED "ISSUE FOR BID" ON THE REVISION BLOCK.

3. BIDS & QUOTES SHALL BE REVISED BASED ON PLANS LABELED "ISSUE FOR CONSTRUCTION" ON THE REVISION BLOCK.

4. IF DISCREPANCIES ARE ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE DEVIATION FROM THIS PLAN SET, THE

ENGINEER SHOULD BE NOTIFIED FOR UPDATED PLANS AND/ OR FIELD CHANGES.

5. THE ENGINEER IS NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION COST ASSOCIATED WITH FIELD CHANGES OR

DEVIATION FROM THIS PLAN SET DUE TO UNFORESEEN SITE CONDITIONS, CLIENT MODIFICATION REQUEST AND/ OR

CONTRACTOR CHANGES.

6. THE ENGINEER IS NOT RESPONSIBLE FOR THE EFFICACY OF FIELD CHANGES OR DEVIATION FROM THIS PLAN SET IN

ANYWAY, UNLESS CHANGES ARE DIRECTED BY THE ENGINEER.

GENERAL PLAN SET NOTES

SITE LOCATION MAP

NOT TO SCALE

C 1.0

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PROJECT TRACT 25.33 ACRES DISTURBED AREA 1.8 ACRES

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GSWCC Level II Certification No. 000000003007

23002HCG

12.12.23

CARTER ENGINEERING

3651 MARS HILL ROAD

SUITE 2000

WATKINSVILLE, GA 30677

P: 770.725.1200 F: 770.725.1204 www.carterengineering.com

SHEET TITLE:

PROJECT NAME:

DATE:

PROJECT NUMBER:

R/ D

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SHEET NUMBER:

C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E | L A N D P L A N N I N G | L A N D S U R V E Y I N G | M U N I C I P A L S E R V I C E S

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GENERAL NOTES

CONSTRUCTION NOTES

1. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT, READY TO USE, AND ALL ITEMS NECESSARY FOR A COMPLETE AND WORKABLE JOB SHALL BE FURNISHED AND

INSTALLED. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER OR HIS

REPRESENTATIVE.

2. NOTIFY THE INSPECTOR OF THE LOCAL GOVERNING AUTHORITY 24 HOURS BEFORE EVERY PHASE OF

CONSTRUCTION.

3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR, AT HIS EXPENSE, UNLESS ALREADY

OBTAINED BY THE OWNER.

4. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING, AND ALL OTHER UTILITIES.

5. THE EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE DRAWINGS. THE UTILITIES SHOWN ARE THOSE LOCATED BY THE SURVEYOR OF RECORD. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF THE UTILITIES SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR CONSENT OF THE ENGINEER

AND THE MUNICIPALITY MAY CAUSE FOR THE WORK TO BE UNACCEPTABLE.

7. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE

OWNER.

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

AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

9. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.

10. THE CONTRACTOR SHALL PROVIDE SHEETING AND SHORING FOR ALL TRENCH CONSTRUCTION IN

ACCORDANCE WITH OSHA GUIDELINES.

11. ALL PIPE LENGTHS SHOWN ARE TO THE CENTERLINE OF THE STRUCTURES UNLESS SPECIFICALLY NOTED.

12. PIPES (STORM AND SANITARY SEWER) SHALL BE LAID ON SMOOTH, CONTINUOUS GRADES WITH NO

VISIBLE BENDS AT THE JOINTS.

13. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUM REQUIRED FOR RELATIVELY DRY STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES TO PROVIDE SUCH ADDITIONAL BEDDING AS REQUIRED TO PROPERLY CONSTRUCT WORK.

14. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL RING AND COVER FOR ACCESS.

15. ALL ANGLES SHOWN ARE 90 DEGREES UNLESS SHOWN OTHERWISE.

16. ALL GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL VERIFY DIMENSIONS, GRADES, AND

EXISTING ELEVATIONS PRIOR TO CONSTRUCTION.

17. CONCRETE CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON PLANS.

MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO

STATE D.O.T. STANDARD SPECIFICATIONS.

18. ALL CONCRETE SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AFTER 28 DAYS, WITH A MAXIMUM SLUMP

OF FOUR (4) INCHES, UNLESS SPECIFIED OTHERWISE.

19. ALL EXPOSED CONCRETE SHALL HAVE A FINE HAIR BROOMED FINISH.

20. PARKING AND DRIVEWAY BASE COURSE AND ASPHALTIC CONCRETE SURFACE AND PRIME MATERIALS, EQUIPMENT, METHODS FOR CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO STATE D.O.T.

STANDARD SPECIFICATIONS.

21. CONTRACTOR TO FIELD VERIFY ALL STORM, SANITARY, WATER AND OTHER UTILITIES LOCATIONS AND INVERTS PRIOR TO INSTALLATION OF ANY UTILITIES. NOTIFY ENGINEER PRIOR TO PROCEEDING WITH

ANY WORK IF DISCREPANCIES FOUND.

22. THE USE OF CONCRETE THRUST BLOCKS FOR THE INSTALLATION OF WATER MAINS IS STRICTLY PROHIBITED. PRESSURE PIPE FITTINGS AND OTHER ITEMS REQUIRING RESTRAINT SHALL BE RESTRAINED USING METHODS SPECIFIED AND APPROVED BY COUNTY/CITY TECHNICAL STANDARDS, SPECIFICATIONS AND REGULATIONS. THE PREFERRED METHOD OF RESTRAINT IS THROUGH THE USE OF "MEGA-LUGS" OR

"MJR" DEVICES.

23. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED.

EARTHWORK SPECIFICATIONS

CLEARING AND GRUBBING

1. CLEARING AND GRUBBING SHALL CONSIST OF CLEARING THE SURFACE OF THE GROUND OF THE DESIGNATED AREAS OF ALL TREES, LOGS, SNAGS, BRUSH, UNDERGROWTH, HEAVY GROWTH OF GRASS, WEEDS, FENCE STRUCTURES, DEBRIS AND RUBBISH OF ANY NATURE, NATURAL OBSTRUCTIONS SUCH AS OBJECTIONABLE SOIL MATERIAL UNSATISFACTORY FOR FOUNDATIONS. IT SHALL ALSO CONSIST OF GRUBBING OF STUMPS, ROOTS FOUNDATIONS AND DISPOSAL OF ALL SUCH MATERIAL. ALL HOLES REMAINING AFTER THE GRUBBING OPERATION IN EMBANKMENT AREAS AND IN EXCAVATION AREAS LESS THAN TWO (2) FEET IN DEPTH, SHALL HAVE SIDES BROKEN DOWN AND LEVELED IF NECESSARY TO FLATTEN OUT SLOPES, REFILLED WITH ACCEPTABLE MATERIAL THAT IS PROPERLY COMPACTED IN LAYERS

BY TAMPERS, ROLLERS OR CONSTRUCTION EQUIPMENT.

2. BURNING ON SITE IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE LOCAL GOVERNING

AUTHORITIES HAVING JURISDICTION.

EXISTING TREES OUTSIDE OF GRADING LIMITS LINE:

1. TREES AND VEGETATION TO BE SAVED SHALL BE PROTECTED FROM DAMAGE BY A FENCE BARRICADE PRIOR TO, OR DURING, CLEARING OPERATIONS. TREES TO BE REMOVED FROM THE AREA OUTSIDE THE LIMITS OF GRADING OR FROM SPECIFICALLY DESIGNATED AREAS WITHIN THE CONSTRUCTION AREAS. IF, IN THE OPINION OF THE ENGINEER, A CONTRACTOR DAMAGES A TREE NOT TO BE REMOVED, THE CONTRACTOR WILL BE FINED A PREDETERMINED AMOUNT FOR EACH DAMAGED TREE. THE CONTRACT SHALL ALSO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED IN REMOVING THE DAMAGED TREE FROM THE

SITE.

FILL:

1. ALL VEGETATION SUCH AS ROOTS, BRUSH, HEAVY GROWTH OF GRASS, TOPSOIL, ALL DECAYED VEGETABLE MATTER, RUBBISH, AND OTHER UNSUITABLE MATERIAL WITHIN THE AREA UPON WHICH FILL IS TO BE PLACED SHALL BE STRIPPED OR BE OTHERWISE REMOVED BEFORE THE FILL OPERATION IS STARTED. IN NO CASE SHALL UNSUITABLE MATERIAL REMAIN IN OR UNDER THE FILL AREA. SLOPED GROUND SURFACE STEEPER THAN ON VERTICAL TO FOUR HORIZONTAL, ON WHICH FILL IS TO BE PLACED, SHALL BE PLACED, STEPPED OR BENCHED IN SUCH A MANNER THAT THE FILL TO BE PLACED

SHALL BE 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD

PROCTOR (AASHTO T99, ASTM D-698). MOISTURE CONTENT SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. PROOF ROLL THE AREAS TO BE FILLED OR ON WHICH STRUCTURES ARE TO BE PLACED. A LOADED DUMP TRUCK OR OTHER RUBBER TIRED EQUIPMENT SHALL BE USED FOR PROOF ROLLING. OVERLAPPING PASSES OF A VEHICLES SHOULD BE MADE ACROSS THE SITE IN ONE

DIRECTION AND THEN PERPENDICULAR TO THE ORIGINAL DIRECTION OF ROLLING.

2. ANY YIELDING, PUMPING OR SOFT AREAS SHOULD BE CUT OUT AND REPLACED WITH FILL COMPACTED

AS DESCRIBED HEREIN.

3. THE PROPOSED FILL SHOULD BE LIMITED TO SOILS CLASSIFIED IN ACCORDANCE WITH ASTM D-2487 AS GM, GC, SW, SM, SC, ML AND CL. SOIL CLASSIFIED AS PT, OH, OL, CH AND MH ARE NOT SATISFACTORY

AS COMPACTED FILL.

4. FILLS AND EMBANKMENTS SHALL BE CONSTRUCTED AT THE LACTATIONS AND TO THE LINES AND GRADES INDICATED ON CONSTRUCTION PLANS. THE SLOPE SHALL NOT EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (3 FOOT HORIZONTAL TO 1 FOOT VERTICAL IN THE PUBLIC RIGHT OF WAY). THE COMPLETED FILL SHALL CORRESPOND TO THE SHAPE OF THE TYPICAL SECTIONS INDICATED ON THE CONSTRUCTION PLANS. MATERIAL REMOVED FROM THE EXCAVATION SHALL BE USED IN FORMING THE FILL. FILL MATERIAL SHALL BE REASONABLY FREE FROM ROOTS, OTHER ORGANIC MATERIAL, TRASH AND

STONES HAVING MAXIMUM DIMENSIONS GREATER THAN 6 INCHES (4 INCHES IN TRENCHES FOR

UTILITIES). NO FROZEN MATERIAL WILL BE PERMITTED IN THE FILL. STONES HAVING A MAXIMUM DIMENSION OF 4 INCHES WILL NOT BE PERMITTED IN THE UPPER SIX INCHES OF FILL OR EMBANKMENT OR UTILITY TRENCH. THE MATERIAL SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LAYERS NOT MORE

THAN 8 INCHES THICK, UNLESS OTHERWISE NOTED, IN LOOSE DEPTH FOR THE WIDTH OF THE

CROSS-SECTION AND SHALL BE COMPACTED TO AT LEAST 97 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY ACCORDING TO STANDARD PROCTOR (ASTM D-698, AASHTO T-99). MOISTURE SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE TOP 12 INCHES OF THE PAVING, PARKING AND/OR ROADWAY SUB-GRADE SHALL BE COMPACTED TO 97 PERCENT OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). EACH LIFT SHALL BE ROLLED WITH A VIBRATORY ROLLER, A SHEEPSFOOT ROLLER, OR A LOADED RUBBER TIRED DUMP TRUCK, SCRAPER OR LOADER. IF THE SOIL IS TOO DRY, A WATER TRUCK WITH SPREADER BAR OR SPRAY HOSE SHALL BE USED TO BRING THE SOIL TO THE PROPER MOISTURE RANGE. THE WATER SHALL BE THOROUGHLY AND PROPERLY MIXED WITH THE SOIL PRIOR TO

COMPACTION.

5. STORM DRAIN PIPES SHALL BE PLACED ON FIRM BOTTOM AND HAND TAMPED TO SAFE UP THE PIPE. A CUSHION OF SOIL SHALL BE TAMPED ABOVE THE CROWN OF THE PIPE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS SO THAT THE HEAVIER COMPACTION EQUIPMENT CAN THEN BE

USED TO BRING THE SOIL TO A DENSITY AS DESCRIBED ABOVE FOR FILL AREAS.

6. IF SOILS INVESTIGATION REPORT IS PROVIDED, THEN FOLLOW THE RECOMMENDATIONS OF THE REPORT

IF THEY EXCEED THE RECOMMENDATIONS OF THESE SPECIFICATIONS.

TOPSOIL:

1. UNLESS OTHERWISE SPECIFIED, AREAS DESIGNATED FOR GRADING OPERATIONS THAT CONTAIN A BLANKET OF TOPSOIL SHALL BE STRIPPED AND PLACED IN CONVENIENT STOCKPILES FOR LATER USE AS A TOPSOIL BLANKET ON THE NEW GRADED AREAS SPECIFIED HEREIN, OR AS DESIGNATED. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE FILL. THE STRIPPING OF MATERIAL FOR TOPSOIL SHALL BE CAREFULLY DETERMINED AND ONLY THE QUANTITY REQUIRED SHALL BE STOCKPILED.

MATERIAL STOCKPILED SHALL BE STORED IN A SATISFACTORY MANNER TO AFFORD PROPER DRAINAGE.

WHEN GRADING OPERATIONS PERMIT, INSTEAD OF STOCKPILING, THE TOPSOIL SHALL BE HAULED AND

SPREAD DIRECTLY ON THE AREAS DESIGNATED TO RECEIVE TOPSOIL.

ROCK EXCAVATION:

1. IF ROCK IS ENCOUNTERED, CLEAR AWAY EARTH TO EXPOSE MATERIAL. NOTIFY OWNER AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO EXCAVATION. REMOVE ROCK TO A DEPTH OF 6 INCHES BELOW AND 8 INCHES ON EACH SIDE OF PIPES IN TRENCHES. A MEASUREMENT OF EXTENT OF ROCK TO BE REMOVED SHALL BE MADE. ROCK EXCAVATION SHALL BE PAID FOR IN ACCORDANCE WITH AGREEMENT WITH THE

OWNER.

DEMOLITION NOTES

EXISTING STRUCTURES & FACILITIES:

1. THE LOCATIONS OF ALL EXISTING FACILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER / LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR

ON-SITE LOCATIONS OF EXISTING UTILITIES.

2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, PAVEMENT, AND UTILITIES AS

SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.

3. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIM/HERSELF WITH THE STRUCTURES TO BE

DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES PROPOSED TO BE INSTALLED AND

DEMOLISHED ARE INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY.

4. THE FOLLOWING LIST OF STRUCTURES REQUIRING DEMOLITION IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE DRAWINGS INDICATE THE SCOPE OF THE DEMOLITION WHERE DEMOLITION IS

REQUIRED (SEE CORRESPONDING PLANS):

4.1. DEMOLITION AND REMOVAL OF EXISTING ON-SITE ASPHALT, CONCRETE, PAVING, AND CURBING TO

LIMITS OF DISTURBANCE/DEMOLITION AS SHOWN ON THE CORRESPONDING PLANS. CONTRACTOR

TO VERIFY AND COORDINATE ANY DISCREPANCIES AND/OR CONCERNS WITH

ENGINEER/LANDSCAPE ARCHITECT ACCORDINGLY.

5. ALL ON-SITE UNDERGROUND STRUCTURES AND PIPING MUST BE COMPLETELY REMOVED AND

OVER-EXCAVATED BY A MINIMUM OF 12" BENEATH THE STRUCTURES. CONTRACTOR SHALL USE

APPROVED FILLING MATERIAL FOR FILLING THESE AREAS. FILL SHALL BE CLEAN WITH LESS THAN 50% PASSING THE #200 SIEVE, PLASTICITY INDEX LESS THAN 10, WITH MAXIMUM PARTICLE SIZE OF 1.25 INCHES, AND SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T99).

6. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS AND OTHER EXISTING FEATURES

INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE

CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE. DEMOLISH COMPLETELY ON THE

PREMISES.

7. ALL EXISTING SEWERS, PIPING, UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL VERIFY EXISTING

CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. CONTRACTOR

SHALL GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL

SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK.

8. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR PERSON AND PROPERTY AT ALL TIMES. HE OR SHE SHALL EXECUTE THE WORK IN A MANNER THAT AVOIDS HAZARDS TO PERSONS AND PROPERTY AND THAT PREVENTS INTERFERENCE WITH THE USE AND ACCESS TO ADJACENT PROPERTIES, BUILDINGS, AND ADJACENT STREETS. STREETS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND

EQUIPMENT.

9. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY

ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING THE DEMOLITION

AND/OR EXCAVATION PROCESS.

DISPOSAL :

10. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. ALL REFUSE AND MISCELLANEOUS ITEMS TO BE REMOVED, THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE LEGALLY DIPOSED OF OFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH ANY AND ALL APPLICABLE LAWS, STANDARDS, AND REGULATIONS SET FORTH BY LOCAL, STATE, AND FEDERAL OFFICIALS THAT GOVERN THE DISPOSAL OF WASTE AND DEBRIS.

PAVEMENT REMOVAL:

11. WHERE EXISTING PAVEMENT IS TO BE REMOVED, CONTRACTOR SHALL SAW-CUT THE SURFACING

LEAVING A UNIFORM AND STRAIGHT EDGE WITH THE MINIMAL DISTURBANCE POSSIBLE TO THE

REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT

SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.

12. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY OR VALLEY GUTTER IS TO BE REMOVED FOR THE PURPOSE OF CONSTRUCTION OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC., THE SAID OR PROPOSED STRUCTURE SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, AND ANY OTHER NECESSARY EQUIPMENT AS REQUIRED BY PROJECT AND SITE REQUIREMENTS.

ACCESS:

13. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES

DURING THE DEMOLITION PROCESS OF THE EXISTING FACILITIES AND SITE.

PERMITTING :

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM THE RESPONSIBLE AUTHORITIES AND REGULATIONS AND FULLY ACKNOWLEDGE AND COMPLY

WITH ALL REQUIREMENTS PRIOR TO COMMENCING OF DEMOTION WORK.

15. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS AND ALL

DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LEAD

ENGINEER/ARCHITECT PRIOR TO BID SUBMITTAL.

16. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN THE DRAWING AND

APPROVED BY OFFICIALS.

17. ALL OTHER EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, GAS, ELECTRIC, TELEPHONE, AND WATER & SEWER SHALL BE PRESERVED AND PROTECTED AT ALL TIMES AS NEEDED

AND AS REQUIRED.

STAKING AND SURVEYING NOTES

STAKING:

1. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION STAKING AND CONSTRUCTION ACTIVITIES BASED ON THE LATEST APPROVED DESIGN PLANS AND/OR DESIGN FILE(S) AS PROVIDED AND AS

WARRANTED BY CLIENT AND PROJECT NEEDS.

2. PRIOR TO COMMENCING CONSTRUCTION STAKING OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR AND/OR STAKING SURVEYOR SHALL CONFIRM WITH THE PROJECT LEAD ENGINEER/ARCHITECT, WHO'S RESPONSIBLE FOR THIS PROJECT, THAT THE LATEST PLANS AND/OR DESIGN FILE(S) ARE BEING UTILIZED.

3. THE ENGINEER/LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR OWNERS, CONTRACTORS OR SURVEYORS STAKING OR PERFORMING CONSTRUCTION ACTIVITIES BASED ON OUT-OF-DATE DESIGN

PLANS AND/OR DESIGN FILES.

4. CONSTRUCTION STAKING SHALL ADHERE TO THE HORIZONTAL AND VERTICAL DATUM LISTED IN THIS CONSTRUCTION SET AND AS PROVIDED IN THE CORRESPONDING FILES, NOTES, AND/OR DRAWINGS.

TOLERANCES & DISCREPANCIES:

5. IF, DURING CONSTRUCTION STAKING OR CONSTRUCTION ACTIVITIES, SURVEY DISCREPANCIES ARE ENCOUNTERED WITH REGARD TO THE DESIGN PLANS OR DESIGN FILE, WORK SHOULD CEASE AND THE LEAD ENGINEER/LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY TO RESOLVE THE ISSUE OR ISSUES. THE ENGINEER / LANDSCAPE ARCHITECT CAN NOT BE HELD RESPONSIBLE OR LIABLE FOR ISSUES

THAT THEY HAVE NOT RECEIVED NOTIFICATION.

6. THE CONSTRUCTION TOLERANCES SHOWN IN THE CORRESPONDING DRAWINGS, NOTES, AND/OR FILES, IN GENERAL, REPRESENT INDUSTRY STANDARDS. HOWEVER, EXCEPTIONS CAN BE MADE IF IT

DETERMINED THAT CERTAIN DEVIATED CONSTRUCTION ACTIVITIES DO NOT ADVERSELY AFFECT THE

DESIGN REQUIREMENTS OR FUNCTIONALITY. THE LEAD ENGINEER/LANDSCAPE ARCHITECT WILL

EVALUATE CONSTRUCTION ACTIVITIES THAT DEVIATE FROM THE DESIGN PLANS ON A CASE-BY-CASE BASIS. IF IT IS DETERMINED THAT THE CERTAIN DEVIATED CONSTRUCTION ACTIVITIES DO ADVERSELY AFFECT THE DESIGN REQUIREMENTS, FUNCTIONALITY, AND INTENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ALL ITEMS TO THE PLANS AND SPECIFICATIONS

AS DETERMINED AND REQUIRED BY DESIGN PROFESSIONAL, AT THE CONTRACTOR'S EXPENSE.

CIVIL ENGINEERING DESIGN TOLERANCES FOR PROJECT:

GENERAL GRADING: ±0.10 FEET RETAINING WALLS: ±0.05 FEET

ALL PIPE/CONDUITS: ±0.05 FEET SITE FEATURES (SPOT ELEV., ETC.) ±0.05 FEET

DRAINAGE STRUCTURES: ±0.05 FEET UTILITY ELEVATIONS: ±0.10 FEET

SANITARY SEWER STRUCTURES: ±0.05 FEET EROSION CONTROL BMPS: ±0.05 FEET

STORMWATER POND FEATURES: ±0.05 FEET

AS-BUILT & SPECIFICATIONS:

7. THE ENGINEER/LANDSCAPE ARCHITECT SHOULD BE PROVIDED WITH AN AS-BUILT SURVEY OF THE PROJECT FOR REVIEW AND APPROVAL AFTER THE PROJECT IS COMPLETE. CONTRACTOR IS RESPONSIBLE

FOR COORDINATING EFFORTS WITH DESIGN PROFESSIONAL.

8. SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL SITE SPECIFIC REQUIREMENTS REGARDING

CONSTRUCTION, MATERIALS, TESTING, AND CERTIFICATIONS.

PROJECT GEOGRAPHICAL INFORMATION

PROJECT PROJECTION & DATUM:

HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANES, WEST ZONE, US FOOT

VERTICAL DATUM: NORTH AMERICAL VERTICAL DATUM OF 1988 (NAVD88)

BOUNDARY SURVEY:

SURVEYOR NAME: N/A

DATE OF SURVEY: N/A

TRACT OR PARCEL: *

HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANES, WEST ZONE, US FOOT

VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88)

TOPOGRAPHIC SURVEY:

SURVEYOR NAME: MICHAEL FOLEY, GA RLS #3346

DATE OF SURVEY: 10.06.23

TRACT OR PARCEL: *

HORIZONTAL DATUM: NAD83 GEORGIA STATE PLANES, WEST ZONE, US FOOT

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

GEOGRAPHICAL INFORMATION SYSTEMS (GIS) DATA UTILIZED:

TOPOGRAPHIC DATA: FIELD RUN SURVEY

PARCEL DATA: HEARD COUNTY Q PUBLIC

ADDITIONAL DATA: --

GEORGIA COMP. R. & REGS. R. 180-6-.09:

THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED FROM FIELD RUN SURVEY AND IS NOT CERTIFIED AS CORRECT BY THIS ENGINEER. USERS OF THIS DATA DO SO AT THEIR OWN

RISK.

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PROFESSIONAL

AutoCAD SHX Text N0. 26703

770 760

CLEARING LIMITS

AREA = 0.2 AC

SWB

HEARD COUNTY ANIMAL

CONTROL FACILITY

HEARD COUNTY FIRE &

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HEARD COUNTY

SHERIFFS OFFICE

EXISTING CURB AND

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GSWCC Level II Certification No. 000000003007

23002HCG

12.12.23

CARTER ENGINEERING

3651 MARS HILL ROAD

SUITE 2000

WATKINSVILLE, GA 30677

P: 770.725.1200 F: 770.725.1204 www.carterengineering.com

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DATE:

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Know what's below Call before you dig

Utilities Protection Center, Inc.

PROJECT INFORMATION

DRAWING SET PREPARED BY: OWNER/DEVELOPER:

CARTER ENGINEERING CONSULTANTS, INC.

HEARD COUNTY BOARD OF

COMMISSIONERS

1010 COMMERCE DRIVE 201 PARK AVENUE

BOGART, GA 30622 FRANKLIN, GA 30217

CONTACT: BRIAN KIMSEY, P.E. CONTACT: FELICIA ADAMS

PHONE: 770.725.1200 706-675-3821

BRIAN@CARTERENGINEERING.COM FELICIAADAMS@HEARDCOUNTYGA.COM

SITE INFORMATION

JURISDICTION HEARD COUNTY

PROPERTY LOCATION

HIGHWAY 100

FRANKLIN, GA 30217

PARCEL NUMBER 0030 0073

CURRENT ZONING I (INDUSTRIAL DISTRICT)

PROPOSED ZONING I (INDUSTRIAL DISTRICT)

OVERLAY DISTRICT NONE

EXISTING USE GOVERNMENT USE

PROPOSED USE GOVERNMENT USE

BUFFERS REQUIRED N/A

REQUIRED BUILDING SETBACKS

FRONT: 60-FEET

SIDE: 15-FEET

REAR: 15-FEET

MAXIMUM LOT COVERAGE ----%

MINIMUM LANDSCAPE ----%

MAXIMUM BUILDING HEIGHT 75-FEET

SANITARY SEWER SERVICE *SANITARY PROVIDER

WATER SERVICE *WATER PROVIDER

FEMA FLOOD INSURANCE RATE MAP NO. 13149C0161D

FEMA FIRM DATE 04/19/2017

FEMA SFHA ZONE ZONE X

UNDERGROUND UTILITY DISCLAIMER:

THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD

INFORMATION AND/OR EXISTING DRAWINGS. CARTER ENGINEERING DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN

THE AREA, EITHER IN SERVICE OR ABANDONED. CARTER ENGINEERING DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED. THE OWNER, HIS/HER EMPLOYEES, CONSULTANTS AND CONTRACTORS

SHALL HEREBY DISTINCTLY UNDERSTAND THAT THE CARTER ENGINEERING IS NOT

RESPONSIBLE FOR THE CORRECTNESS OR SUFFICIENCY OF THIS INFORMATION

REGARDING THE UNDERGROUND UTILITIES AND STRUCTURES RELATED TO

UNDERGROUND UTILITIES SHOWN HEREON. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD LOCATE ALL UTILITIES PRIOR TO COMMENCING WORK AND

NOTIFY ENGINEER IF A DISCREPANCY IS FOUND. SPECIFICALLY, THE CONTRACTOR SHALL

VERIFY THE INVERT ELEVATIONS OF ALL EXISTING STORM AND SANITARY SEWER

STRUCTURES PRIOR TO COMMENCEMENT OF STORM AND SANITARY SEWER

CONSTRUCTION.

SITE

LOCATION MAP

SCALE: N.T.S.

GRID NORTH

50'

GRAPHIC SCALE

SCALE: 1" = 50'

25' 50' 100' 150'

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PROFESSIONAL

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PROPOSED BURN

BUILDING

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FIRE ACCESS ON ALL

SIDES

(FOUNDATION PLAN BY

OTHERS)

PROPOSED STORAGE BUILDING

(OLD STATION 5 STRUCTURE)

CONNECT TO SANITARY

SEWER SYSTEM

PROPOSED FIRE

TOWER

50' X 50'

770 760

24' 24'

PROPOSED

ASPHALT DRIVE

WIDTH = 24'

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HEARD COUNTY FIRE &

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HEARD COUNTY

SHERIFFS OFFICE

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GSWCC Level II Certification No. 000000003007

23002HCG

12.12.23

CARTER ENGINEERING

3651 MARS HILL ROAD

SUITE 2000

WATKINSVILLE, GA 30677

P: 770.725.1200 F: 770.725.1204 www.carterengineering.com

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OVERALL SITE PLAN