SHOOTING RANGE _ DRAWINGS.pdf

PDF 12 MB Posted Jul 14, 2026

Attached to: 26-026
Solicitation number: PE-65700-NONST-2026-000000096
Issued by: Fayette County, Georgia

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Written by GovTribe AI · Jul 20, 2026

This is a construction drawings document for the Floyd County Board of Commissioners in Rome, Georgia, related to the development of a Shooting Range & Training Center for the Floyd County Police Department. The drawings provide detailed architectural and structural specifications for the facility, including floor plans, elevation views, and construction details necessary for qualified contractors to prepare accurate bids. The project encompasses the complete design and construction requirements for a law enforcement training facility, with all specifications and required documentation available in the public files section of the contract solicitation.

The drawings serve as the technical foundation for the sealed bidding process, enabling contractors to assess scope, materials, labor requirements, and associated costs for project completion. Contractors must reference these plans in conjunction with other contract documents, including the Scope of Work and any addenda issued during the bidding period, to ensure comprehensive understanding of all project requirements and deliver competitive, compliant proposals to the Floyd County Board of Commissioners.

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File	Type	Posted
26_026 SHOOTING RANGE _ TRAINING CENTER _ FCP.pdf	PDF	Jul 14, 2026
BID PRICE SUBMISSION FORM.pdf	PDF	Jul 14, 2026

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CIVIL SHEET INDEX

C001 COVER SHEET

C101 EXISTING CONDITIONS

C201 SITE PLANS

C301 GRADING PLANS

C501 EROSION CONTROL PLAN

C502 EROSION CONTROL NOTES & DETAILS

C503 VEGETATION PLAN

C601 PREDEVELOPED DRAINAGE MAP

C602 POST DEVELOPED DRAINAGE MAP

PROPOSED SHOOTING RANGE

1 POLICE PLAZA

ROME, GA 30165

FLOYD COUNTY BOARD OF COMMISSIONERS

12 E. 4TH AVE

ROME, GEORGIA 30161

DATE: MAY 1ST, 2026

LAND LOT 85, 23RD DISTRICT

CONSTRUCTION DOCUMENTS FOR:

ENGINEER:

HIGGINS & BURNS, LLC

JEFF BURNS, P.E.

P.O. BOX 384

ARMUCHEE, GA 30105

TELEPHONE: 706-766-3698

EMAIL: BURNSCIVILENGINEERING@GMAIL.COM

TOTAL SITE AREA = 10.25 ACRES

TOTAL AREA OF DISTURBANCE = 0.41 ACRES

24 HOUR CONTACT

RYAN DAVIS

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Jeff Burns Digitally signed by Jeff Burns

DN: C=US,

E=BurnsCivilEngineering@gmail.com, O="Higgins & Burns, LLC", CN=Jeff Burns Date: 2026.05.01 15:57:12-04'00'

P P P P P P P P P P P P P P P

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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DEMOLITION NOTES:

1. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE DEMOLITION AND

CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING

WITH FLOYD COUNTY REGULATIONS, O.S.H.A. STANDARDS, AND GOVERNING EPA

REGULATIONS.

2. CONTRACTOR TO COMPLY WITH LOCAL AND COUNTY REGULATIONS REGARDING

HAULING, DISPOSAL, AND THE BURNING OR BURYING OF DEBRIS ON-SITE.

3. DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL SHALL BE DISPOSED

OF OFF-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO A DISPOSAL AREA

APPROVED BY FLOYD COUNTY AND STATE OF GEORGIA FOR THE HANDLING OF

DEMOLITION DEBRIS.

4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE BASED ON A SURVEY AS

INDICATED IN THE GENERAL NOTES ON THE SITE PLAN. CONTRACTOR SHALL NOTIFY

ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD

CONDITIONS.

5. CONTRACTOR SHALL CONTACT ALL UTILITIES COMPANIES (WATER, SEWER,

POWER, TELEPHONE, NATURAL GAS, CABLE, ETC) FOR PROPER DISCONNECT OF

UTILITIES TO BUILDING TO BE REMOVED, AS WELL AS VERIFICATION OF UTILITIES TO

BE RELOCATED DUE TO CONSTRUCTION. CONTRACTOR TO CALL GEORGIA ONE-CALL

CENTER @ 811 AT LEAST 72-HOURS PRIOR TO CONSTRUCTION TO HAVE UTILITIES

LOCATED.

6. CONTRACTOR RESPONSIBLE FOR LOCATING, IDENTIFYING, DISCONNECTING, AND

SEALING OR CAPPING UTILITIES SERVING BUILDINGS AND STRUCTURES TO BE

DEMOLISHED.

7. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY. UTILITIES SHALL NOT BE

REMOVED, ABANDONED OR RELOCATED UNTIL ALTERNATE PROVISIONS ARE MADE

TO MAINTAIN SERVICE TO OTHER BUILDINGS/FACILITIES AS APPROVED BY THE

OWNER.

8. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING

DEMOLITION WORK. ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A

CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION.

9. CONTRACTOR TO COORDINATE WITH OWNER ON STAGING OF ENTRANCE DRIVES

IN ORDER TO ALLOW EXISTING BUSINESS TO REMAIN OPERATIONAL.

10. BOUNDARY SURVEY & SITE TOPOGRAPHIC INFORMATION PROVIDED BY ROBERT

CANON, P.L.S.

11. UTILITY LOCATIONS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS AND

MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR SHALL FIELD VERIFY EXISTING

UTILITY LOCATIONS AND CONTACT 811 PRIOR TO COMMENCEMENT OF ANY

GROUND DISTURBING ACTIVITY.

52.9'

10'

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46'

60'

130.3'

36.7'

70.3'

9.6'

30.8'

58.5'

7.6'

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NOTE:

BUILDING DIMENSIONS SHOWN FOR LAYOUT

PURPOSES ONLY. REFER TO ARCHITECTURAL

PLANS FOR EXACT BUILDING DIMENSIONS.

UTILITY CONNECTIONS:

CONTRACTOR TO COORDINATE WITH INDIVIDUAL UTILITY OWNERS AND

ARCHITECTURAL PLANS TO DETERMINE LOCATION OF UTILITY CONNECTIONS

TO SERVE THE PROPOSED BUILDING.

2. SANITARY SEWER MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS BELOW:

SDR 26 PVC (FOR DEPTH'S BETWEEN 0' AND 15') PER ASTM D3034;

OR DUCTILE IRON PIPE (DEPTHS GREATER THAN 15') PER ASTM A746 & AWWA C150.

MATERIAL NOTES

SITE NOTES:

1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE

FLOYD COUNTY AND STATE OF GEORGIA REGULATIONS

AND CODES, AS WELL AS ALL O.S.H.A. STANDARDS.

2. SITE TOPOGRAPHY & BOUNDARY SURVEY PROVIDED

BY ROBERT CANON, P.L.S.. UTILITIES LOCATIONS

SHOWN HEREON ARE BASED ON FIELD OBSERVATION

AND MAY NOT BE COMPLETE OR ACCURATE. PROPERTY

IS ZONED O-I.

4. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE

CONSTRUCTION BEGINS.

5. ALL SIGNAGE SHALL COMPLY WITH FLOYD COUNTY

ZONING ORDINANCE.

6. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED

IN RIGHT-OF-WAY, AND MUST BE STORED WITHIN THE

SITE. CONSTRUCTION EQUIPMENT SHALL NOT BE

PARKED IN AREAS WHICH RESTRICT SIGHT DISTANCE.

7. CONTRACTOR SHALL NOTIFY ENGINEER SHOULD ANY

FIELD CONDITIONS BE NOTED THAT DIFFER FROM THE

SURVEY.

8. THERE ARE NO STATE WATER OR WETLANDS LOCATED

ONSITE OR WITHIN 200' OF THE PROPERTY.

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GRADING NOTES:

1. ALL AREAS TO RECEIVE PAVEMENT, STRUCTURES OR FILL MATERIAL SHALL BE STRIPPED OF ORGANIC

MATERIAL, TOPSOIL, AND DEBRIS PRIOR TO CONSTRUCTION.

2. ONCE STRIPPING HAS BEEN COMPLETED, ALL AREAS TO RECEIVE FILL SHOULD BE PROOF-ROLLED IN THE PRESENCE OF A REPRESENTATIVE OF THE SOILS ENGINEER. SOFT AREAS ENCOUNTERED DURING

PROOF-ROLLING SHALL BE STABILIZED BY COMPACTION OR UNDERCUT.

3. ALL FILL AREAS SHALL BE FREE OF ORGANIC OR OTHERWISE UNSUITABLE MATERIALS AND

COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR ASTM D698 UNLESS

OTHERWISE SPECIFIED BY THE GEOTECHNICAL REPORT AS LISTED BELOW. THE TOP TWO (2) FEET OF FILL UNDER STRUCTURES AND PAVEMENT SHALL BE COMPACTED TO 98% OF MAXIMUM DRY DENSITY PER STANDARD PROCTOR ASTM D698 UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL REPORT

AS LISTED BELOW.

4. EARTHMOVING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE TO THE GEOTECHNICAL

COMPACTION RECOMMENDATIONS, SEE "GEOTECHNICAL EXPLORATION AND FOUNDATION

RECOMMENDATIONS" REPORT PREPARED BY AHLBERG ENGINEERING, INC., DATED MARCH 23, 2026.

5. ALL SITE PREPARATION SHOULD BE MONITORED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. INSPECTIONS AND TESTING FOR ALL UNDERCUT AND FILL OPERATIONS AS WELL AS THE UTILIZATION OF ACCEPTABLE OFF-SITE BORROW MATERIALS SHOULD BE PERFORMED. THE OWNER, AT HIS OPTION, MAY HAVE DENSITY TESTS PERFORMED TO VERIFY THAT SPECIFIC COMPACTION IS

OBTAINED.

6. CUT OR FILL SLOPE SHOULD NOT BE STEEPER THAN 2H:1V. ALL PROPOSED SLOPES SHOULD BE OVERBUILT AND CUT BACK TO THE PROPOSED GRADES, EXPOSING THE FIRM COMPACTED INNER CORE.

THE EXCAVATION FOR THE SLOPES SHOULD BE MONITORED BY A REPRESENTATIVE OF THE

GEOTECHNICAL ENGINEER. VERTICAL CUTS EXCEED 5 FEET SHOULD BE BRACED AS REQUIRED BY OSHA

REGULATIONS FOR SAFETY.

7. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS WHICH DO NOT APPEAR TO BE

CONSISTENT WITH THE CONTOURS AND SLOPES.

8. CONTRACTOR SHALL INSTALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO ANY LAND

DISTURBANCE ACTIVITIES.

9. THE CONTRACTOR SHALL ADJUST ALL MANHOLE COVERS, VALVE COVERS, CLEAN OUTS, VAULTS, BOXES, AND GRATES, EXISTING AND PROPOSED, TO "AS-CONSTRUCTED" FINISHED GRADE.

10. IF GRADE ADJUSTMENTS ARE REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO

INVESTIGATE SUCH ADJUSTMENTS.

11. ALL WASTE MATERIAL NOT UTILIZED ON SITE SHALL BE HAULED TO AN APPROVED LOCATION.

12. ANY EXCAVATED MATERIAL "WASTED" ON SITE SHALL BE PROTECTED BY APPROPRIATE EROSION

CONTROL BMPS. THE OWNER AND ENGINEER SHALL APPROVE THE "WASTE" LOCATION PRIOR TO

PLACEMENT OF MATERIAL BY THE CONTRACTOR.

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TOTAL SITE AREA = 10.25 ACRES

TOTAL AREA OF DISTURBANCE = 0.41 ACRES

(Label)

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EROSION CONTROL NOTES

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

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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

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

MULCH OR TEMPORARY SEEDING.

THE APPLICABLE PORTION OF THE PRIMARY PERMITTEES ES&PC PLAN IS TO BE PROVIDED TO EACH SECONDARY PERMITTEE PRIOR TO SECONDARY CONDUCTING ANY CONSTRUCTION ACTIVITY AND THAT EACH SECONDARY SHALL SIGN THE PLAN OR PORTION OF THE PLAN APPLICABLE TO THEIR SITE. LIST THE

NAMES AND ADDRESSES OF ALL SECONDARY PERMITTEES.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED

NECESSARY BY ON-SITE INSPECTION.

ALL SILT FENCES MUST MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE FOR THE

DEPARTMENT OF TRANSPORTATION, QUALIFIED PRODUCTS LIST #36.

SILT FENCES SHALL NOT BE PLACED IN STREAM BUFFER OR FLOODPLAINS, UNLESS UTILIZED FOR THE CONSTRUCTION OF AN EXEMPT ACTIVITY (I.E. ROADWAY DRAINAGE STRUCTURES, SEWER/WATER CROSSINGS, OR DRAINAGE STRUCTURES) PER THE APPROVED PLANS. FOR SUCH DISTURBANCES WITHIN THE BUFFER, THE AREA SHALL BE IMMEDIATELY STABILIZED USING EROSION CONTROL MATTING AND/OR

BLANKETS ONCE THE ACTIVITY IS COMPLETE.

SEDIMENT STORAGE VOLUME (67 CY/ACRE) MUST BE INSTALLED PRIOR TO ANY OTHER LAND DISTURBANCE

ACTIVITY AND IN PLACE UNTIL FINAL STABILIZATION OCCURS.

FOR EACH SITE ON WHICH LAND DISTURBING ACTIVITY OCCURS, EACH ENTITY OR PERSON ACTING AS EITHER A PRIMARY, SECONDARY, OR TERTIARY PERMITTEE, AS DEFINED IN THE STATE GENERAL PERMIT, SHALL HAVE AS A MINIMUM ONE PERSON WHO IS IN RESPONSIBLE CHARGE OF EROSION AND

SEDIMENTATION CONTROL ACTIVITIES ON BEHALF OF SAID ENTITY OR PERSON AND MEETS THE APPLICABLE (LEVEL 1A) EDUCATION OR TRAINING CERTIFICATION REQUIREMENTS (O.C.G.A. 12-7-19(A)(2)).

ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED USING 2”-4” OF MULCH (DS1).

ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TO GROW.

A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE AT ALL

TIMES.

PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE AND ALL STREAM BUFFERS SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE

SHALL OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED

AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE OR ONTO ANY PUBLIC ROADWAY.

THE FOLLOWING INITIAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY OTHER

CONSTRUCTION ACTIVITY.

THE CONSTRUCTION EXIT, CONSISTING OF A MINIMUM PAD SIZE OF 20 FEET BY 50 FEET WITH A MINIMUM OF 6” THICK STONE, SHALL BE PLACED AS SHOWN ON THE PLAN. THE STONE SIZE SHOULD CONSIST OF COURSE AGGREGATE BETWEEN 1-1/2” & 3-1/2” IN DIAMETER AND OVERLAID ON A GEOTEXTILE UNDERLINER.

THE GEOTEXTILE UNDERLINER SHALL MEET THE REQUIREMENTS OF AASHTO M288-96, SECTION 7.3

SEPARATION REQUIREMENTS.

IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCE/EXITS, ALL PERIMETER EROSION CONTROL AND TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS SHOWN ON THE INITIAL PHASE

EROSION CONTROL PLAN.

SILT FENCE SHOULD BE INSTALLED AT THE PERIMETER OF THE DISTURBED AREA AS SHOWN ON THE PLAN.

THE SILT FENCE SHOULD BE PLACED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL IN GEORGIA, TABLE 6-27.1. THE SILT FENCE SHOULD BE KEPT ERECT AT ALL TIMES AND REPAIRED WHEN REQUESTED BY THE SITE INSPECTOR OR THE PROJECT DESIGN PROFESSIONAL OF RECORD. SILT SHOULD BE REMOVED WHEN ACCUMULATION REACHES ½ HEIGHT OF THE BARRIER. THE PERIMETER SILT FENCE SHOULD BE INSPECTED DAILY FOR ANY FAILURES. ANY FAILURES OF SAID FENCING SHOULD BE REPAIRED

IMMEDIATELY.

STONE CHECK DAMS SHALL BE INSTALLED IN AREAS OF CONCENTRATED FLOWS AS SHOWN ON THE PLAN.

TREE PROTECTION FENCING SHOULD BE INSTALLED PRIOR TO THE START OF ANY LAND DISTURBANCE ACTIVITY AND MAINTAINED UNTIL FINAL LANDSCAPE IS INSTALLED. THE TREE PROTECTION FENCING SHOULD BE INSPECTED DAILY. ANY FAILURES OF SAID FENCING SHOULD BE REPAIRED IMMEDIATELY.

ADDITIONAL SILT BARRIERS MUST BE PLACED AS SHOWN ON THE PLAN AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIER INSTALLATION AND SEDIMENT PONDS ARE

CONSTRUCTED AS SHOWN ON THE CLEARING PHASE EROSION CONTROL PLAN.

SEDIMENT AND EROSION CONTROL MEASURES SHOULD BE CHECKED AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE

CAPACITY OF THE DEVICE.

THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION, WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1-3” OF STONE, AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM

VEHICLE ON TO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY.

CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO

ENSURE MEASURES ARE FUNCTIONING PROPERLY.

FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB UNTIL SUCH MEASURES ARE CORRECTED BACK TO THE

APPROVED EROSION CONTROL PLANS.

THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES INCLUDING REPLACING OR REPAIRING ANY DAMAGED DEVICES DUE TO ANY CONSTRUCTION ACTIVITY BY

OTHERS.

EARTHWORK OPERATIONS IN THE VICINITY OF STREAM BUFFERS SHALL BE CAREFULLY CONTROLLED TO

AVOID DUMPING OR SLOUGHING INTO THE BUFFER AREAS.

SEDIMENT SHALL NOT BE WASHED INTO INLETS. IT SHALL BE REMOVED FROM THE SEDIMENT TRAPS AND

DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLETS AGAIN.

EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS.

THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING THE CONSTRUCTION ARE DIFFERENT FROM THE PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH

EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING

CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION

SHALL BE REPORTED TO THE DESIGN PROFESSIONAL IMMEDIATELY.

THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY

FRONTAGE IMPROVEMENTS ARE BEING MADE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING BARRIERS AT THE TOE OF SLOPES UNDER CONSTRUCTION. THESE BARRIERS SHALL BE AS SHOWN IN THE PLANS. THESE BARRIERS MAY BE RELOCATED AND REUSED AFTER PERMANENT SLOPE STABILIZATION BECOMES FULLY ESTABLISHED. AS THEY ARE RELOCATED, ANY DEFECTIVE MATERIALS IN THE BARRIER SHALL BE REPLACED. IN ADDITION, ALL DEBRIS AND SILT AT THE PREVIOUS LOCATION SHALL BE REMOVED.

CUT AND FILL SLOPES ARE NOT TO EXCEED “2H:1V”.

INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL STORM STRUCTURES AS THEY ARE

CONSTRUCTED. SEE PLAN VIEW FOR SPECIFIC TYPE AND SEPARATE DETAILS FOR ADDITIONAL

INFORMATION ON TYPE OF INLET PROTECTION SPECIFIED.

STORM DRAIN OUTLET PROTECTION SHALL BE PLACED AT ALL OUTLET HEADWALLS AS SOON AS THE

HEADWALL IS CONSTRUCTED. SEE DETAILS FOR ADDITIONAL INFORMATION.

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SCHEDULE: 6/01/26-6/01/27

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

TOTAL SITE AREA = 10.25 ACRES

TOTAL AREA OF DISTURBANCE = 0.41 ACRES

(9) DESCRIPTION OF CONSTRUCTION ACTIVITIES & EXISTING CONDITIONS:

THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A 4,800 S.F. METAL BUILDING, 324 S.F. BUILDING ADDITION AND AN ASPHALT PARKING LOT , THE EXISTING SITE WAS PREVIOUSLY DEVELOPED AND HAS AN EXISTING 1,330 S.F. BUILDING WHICH WILL REMAIN IN PLACE AND A GRAVEL PARKING AREA. THE REMAINDER OF THE SITE IS MOSTLY GRASSED. THE SITE AREA CONSIST OF

0.93 ACRES AND IS ZONED COMMERCIAL. THE SITE IS LOCATED ON LAND LOT 1810, 3RD DISTRICT IN FLOYD COUNTY GA. THE SITE IS BOUND TO THE NORTH BY AN ABANDONED RAILROAD, A MOBILE HOME PARK TO THE EAST, TO THE WEST UNDEVELOPED LAND, AND CAVE SPRING ROAD TO THE SOUTH. AN UNDERGROUND DETENTION POND WILL BE CONSTRUCTED IN THE WESTERN PORTION OF THE SITE. THE IMPROVEMENTS MADE WILL DRAIN TO THE PROPOSED DETENTION FACILITY. THE POLLUTANT SOURCES WILL BE SILT, SEDIMENT, AND OTHER SUSPENDED SOLIDS DURING THE CONSTRUCTION PROCESS AS WELL AS RUNOFF FROM THE IMPERVIOUS

AREAS AFTER CONSTRUCTION.

(11) RECEIVING WATERS & SENSITIVE AREAS.

(12) THE FOLLOWING STATEMENT AND THE SIGNATURE OF THE DESIGN PROFESSIONAL MUST BE SHOWN ON THE ES&PC PLAN OR UNDER ES&PCNOTES. "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELFOR MY AUTHORIZED

AGENT, UNDER MY SUPERVISION."

SIGNATURE DATE

HB2025-21

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1'-2"

1'-0"

1'-2'

1'-0" 15"

15'-20'

UPSTREAM TERMINAL

TRANSVERSE CHECK SLOT

STEP 1 : CUT TERMINAL SLOT

STEP 2 : SNUG MAT INTO

SLOT

STEP 3 : A. STAKE MAT INTO SLOT.

B. USE 1"x3" PRESSURE-TREATED BOARD TO BRACE

MAT AGAINST VERTICAL CUT.

C. BACKFILL AND COMPACT.

STEP 4 : A. REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT.

B. STAKE MAT TO ANCHOR TERMINAL.

STEP 1 : CUT CHECK SLOT.

TEMPORARY STAKE MAT

UNDER MODERATE TENSION.

STEP 2 : WORK UPSTREAM

ACROSS, CHECK SLOT

LAP BACK 18".

STEP 3 : TUCK MAT LAP INTO

SLOT & STAKE.

STEP 1 : CUT TERMINAL SLOT.

STEP 2 : STAKE MAT INTO SLOT.

STEP 3 : BACKFILL

TERMINAL SLOT.

SEE NOTE 3-8

3' OVERLAP

ROLL NO. 1

ROLL NO. 3

ROLL NO. 2

SEQUENTIAL ROLL RUN OUT

IN CHANNELS

STAKE

38"

TEMPORARY BLANKETS

PERMANENT MATTING

DISTURBED AREA

STABILIZATION WITH MULCHING

TEMPORARY METHODS

MULCHES.

PERMANENT METHODS

PERMANENT VEGETATION

APPROPRIATE SOD VARIETIES FOR MOUNTAIN;

BLUE RIDGE; AND RIDGES AND VALLEYS.

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSSSSSSSSS

SSSSSSSS

SSSSSSSSSSSSSSSS

24 HOUR CONTACT

RYAN DAVIS

678-733-1618

HB2025-21

D S

H O

N G

G E

P R

C T

PROJECT NUMBER

REVISIONS

E . 4

O M

E, G

S H

SHEET NUMBER

O U

B O

O F

. B O

A R

M U

, G A

-5

W H

R O

M E, G A

40 40 80 120 FEET

SCALE: 1" = 40'

24 HOUR CONTACT

RYAN DAVIS

678-733-1618

HB2025-21

D S

H O

N G

G E

P R

C T

PROJECT NUMBER

REVISIONS

E . 4

O M

E, G

S H

SHEET NUMBER

O U

B O

O F

. B O

A R

M U

, G A

-5

W H

R O

M E, G A

40 40 80 120 FEET

SCALE: 1" = 40'

Envelope Compliance Certificate

Building Area Floor Area 1-Office : Nonresidential 1828 2-Warehouse : Nonresidential 3518

Assembly Cavity R-Value

Cont.

R-Value

Proposed U-Factor

Budget U- Factor(a)

Gross Area or

Perimeter

121 --- 5.0 0.580 0.540

220 --- 5.0 0.580 0.540

1828 --- 30.0 0.032 0.032 3518 --- 30.0 0.032 0.032

586 --- 5.0 0.128 0.104

98 13.0 5.0 0.059 0.064

1002 --- 5.0 0.128 0.104

21 --- --- 0.300 0.610 324 13.0 5.0 0.059 0.064 153 --- 9.0 0.079 0.104

576 13.0 5.0 0.059 0.064 30 --- --- 0.290 0.380

30 --- --- 0.290 0.380

68 --- --- 0.290 0.770

Assembly Cavity R-Value

Cont.

R-Value

Proposed U-Factor

Budget U- Factor(a)

Gross Area or

Perimeter

846 --- 5.0 0.128 0.104

158 13.0 5.0 0.059 0.064 35 --- --- 0.300 0.610 24 --- --- 0.300 0.610

480 13.0 5.0 0.059 0.064 21 --- --- 0.300 0.610

(a) (b) (c)

Elizabeth Dunay 4/21/26

6-5-2026

PLUMBING LEGENDPLUMBING FIXTURE SCHEDULE

CIRCULATING PUMP SCHEDULE

PIPING LABEL COLOR GUIDE SIZE OF LEGEND LETTERS

ELECTRIC WATER HEATER SCHEDULE

STATUS: CD

DATE: 5/29/2026

PROJECT # 2534

REVISIONS

STATUS: CD

DATE: 5/29/2026

SANITARY PIPING PLAN

SCALE: 3/16" = 1'-0"

PLAN

NORTH

STATUS: CD

DATE: 5/29/2026

PROJECT # 2534

REVISIONS

WATER PIPING PLAN

SCALE: 3/16" = 1'-0"

PLAN

NORTH

STATUS: CD

DATE: 5/29/2026

HVAC LEGEND

HVAC ABBREVIATIONS

STATUS: CD

DATE: 5/29/2026

AIR DISTRIBUTION EQUIPMENT SCHEDULE

EXHAUST FAN SCHEDULESPLIT SYSTEM HEAT PUMP UNIT SCHEDULE

MINI-SPLIT HEAT PUMP UNIT SCHEDULE

ELECTRIC UNIT HEATER SCHEDULE

WALL LOUVER SCHEDULE

GAS HEAT MAKEUP AIR UNIT SCHEDULE

FILTER SCHEDULE

STATUS: CD

DATE: 5/29/2026

STATUS: CD

DATE: 5/29/2026

HVAC PLAN

SCALE: 3/16" = 1'-0"

PLAN

NORTH

STATUS: CD

DATE: 5/29/2026

STATUS: CD

DATE: 5/29/2026

STATUS: CD

DATE: 5/29/2026

GAS PIPE HANGER SPACING

STATUS: CD

DATE: 5/29/2026

TVTV

CCTVCCTV

ELECTRICAL SPECIFICATIONS:

WPWP

J JJ J

LIGHTING CONTROL GENERAL NOTES:

ELECTRICAL GENERAL NOTES:

GFCI NOTES:

STATUS: SD

DATE: 3/4/2026

PROJECT # 2534

REVISIONS

E.1.0

ELECTRICAL NOTES,

LEGEND, & SPECS

FLEX WITH GROUND

DO NOT SECURE TO

CEILING

FIXTURE SUPPORT CHAINS

PER SPECS INSTALLED ON

DIAGONAL CORNERS

T-BAR MOUNTING CLIP

(TYPICAL FOR 4)

JUMPER

OR UNION

VALVE, METER

UL APPROVED

GROUND CLAMP

SIDE

SUPPLY

WATER SERVICE

STEEL

CAD WELD

BUILDING

STRUCTURAL

SIZE PER NEC 250.102

EQUIPMENT BONDING JUMPER

(WHERE AVAILABLE)

REBAR IN BUILDING FOOTING

20'-0" MIN. OF 1/2"

(MIN. 6' APART)

5/8" x 10'

GROUND ROD

CAD WELD

SIZE PER NEC 250.66

#6 CU

GROUND BUS

TO PHONE BACKBOARDS,

LIGHTNING PROTECTION

NEUTRAL

SERVICE GROUNDING AT MAIN

MAIN BONDING JUMPER

SIZE PER NEC 250.28

12" TIE AREA MIN.

TO MAIN SERVICE GROUND BAR.

PROVIDE #4 CU SOLID GROUND WIRE AT

POINT BEFORE WIRE ENTERS SLEEVE.

MAKE EXOTHERMIC WELDS AT ALL

SPLICES.

5"Ø NON-METALLIC PROTECTIVE SLEEVE TO

4" ABOVE AND BELOW WHERE WIRE

ENTERS SLAB.

20' MIN OF BARE (NON-EPOXY COATED)

ELECTRODE OR TIE TO 20' OF

ELECTRICALLY CONDUCTIVE COATED

STEEL REINFORCING BAR (IF EPOXY REBAR

IS USED) ELECTRODE/REBAR SHALL BE

LOCATED NEAR THE BOTTOM OF THE

CONCRETE FOUNDATION AND ENCASED

WITH A MINIMUM OF 2" CONCRETE. INSTALL

PER NEC 250-50(C).

CONCRETE FOUNDATION IN CONTACT

DIRECTLY WITH THE EARTH.NO

NON-METALLIC VAPOR BARRIER ALLOWED.

MINIMUM OF THREE SETS OF WRAP TO

BOND TURN-UP TO MINIMUM 20' OF BARE

REBAR.

LINK

CAD WELD

#4 CU

SIZE PER NEC 250.66

METER BASE

6'- 0"

6" STEEL CHANNEL

PAINT BLACK

1-1/2" RGS CONDUIT

2'- 0"

TO TRANSFORMER

CONCRETE FOOTING

EQUIPMENT

GROUND

CIRCUIT

TIME CLOCK C1

COM

R1-19

LIGHTING

CIRCUIT

COM

CIRCUIT

COM

CIRCUIT

COM

CONTROL

120 VAC

R1-24

EQUIPMENT

GROUND

CIRCUIT

TIME CLOCK C2

COM

CIRCUIT

COM

CIRCUIT

COM

CIRCUIT

COM

R1-22

EXTERIOR

LIGHTING

R1-21

LIGHTING

CONTROL

120 VAC

R1-26

SPARE

R1-23

LIGHTING

R1-25

LIGHTING

DATE: 3/4/2026

PROJECT # 2534

REVISIONS

E.2.0

ELECTRICAL DETAILS

& SCHEDULES

ELECTRICAL RISER DIAGRAM

NTS

NEUTRAL/GROUNDING DETAIL

NTS

CONCRETE ENCASED ELECTRODE DETAIL

NTS

METERBASE STANCHION DETAIL

NTS

TROFFER HANGING DETAIL

NTS

TIME CLOCK DETAILS

NTS

UTILITY TARGET

STORAGE

ARMORY

LOBBY

LECTURE HALL

SHOOTING RANGE

JAN.

102 103

104 105 106

CEILING PLAN KEY NOTES:

CEILING PLAN GENERAL NOTES:

FLOOR PLAN KEY NOTES:

FLOOR PLAN GENERAL NOTES:

DATE: 3/4/2026

PROJECT # 2534

REVISIONS

E.3.0

ELECTRICAL

PLAN

ELECTRICAL CEILING PLAN

1/8" = 1'-0"

ELECTRICAL FLOOR PLAN

1/8" = 1'-0"

File details come from the government source that posted it. Updated Jul 20, 2026.