30688_0002 _ Georgia Breakbulk 2026_02_04.pdf

PDF 21 MB Posted Feb 4, 2026

Attached to: Georgia Breakbulk Logistics Park
Solicitation number: PE-66136-NONST-2026-000000007
Issued by: Columbia County, Brooklet City, Georgia

About this file

Written by GovTribe AI · Feb 9, 2026

This is a site development plan and construction document for the Georgia Breakbulk Logistics Park project prepared by Thomas & Hutton Engineering for the Golden Isles Development Authority in Glynn County, Georgia. The project involves the construction of entrance road infrastructure for an industrial logistics park located on US Highway 82, including the installation of two driveways (one full access and one right-in/right-out configuration), site clearing, grading, and associated utilities. The work encompasses approximately 815 to 1,203 linear feet of roadway development with multiple phases: initial, intermediate, and final phases. Key infrastructure components include water mains (12-inch PVC), sanitary force mains, storm drainage systems with multiple drainage runs and structures, pavement marking and signaling, and erosion and sedimentation control measures. The project design was last revised on February 3, 2026, following multiple iterations of reviews and revisions by Glynn County and Georgia Department of Transportation (GDOT) personnel. Sealed proposals were to be received by March 10, 2026, at 10:00 AM at Thomas & Hutton's offices. This is a rebid of the original solicitation after only one proposal was received in the initial bidding cycle.

The project specifications require adherence to GDOT standard specifications for roadway construction, geotechnical investigation criteria established by Terracon, and Brunswick-Glynn Joint Water and Sewer Commission (BGJWSC) standards for utility installation. All proposed water mains, sanitary sewer mains, and force mains will be dedicated to BGJWSC for ownership and maintenance, while public rights-of-way will be dedicated to Glynn County. The contractor is responsible for utility location verification, all necessary construction permits, erosion and sediment control installation and maintenance, traffic control compliance, and daily site cleanup and drainage functionality. The project prohibits lane closures during peak traffic hours (6:00-9:00 AM and 4:00-7:00 PM). No specific pricing information, funding sources, or award amounts are documented within these construction plans; this document serves as the technical specifications and design reference for bidders preparing cost proposals for the sealed bid submission.

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File	Type	Posted
30688_0002 _ Contract Docs_Specs.pdf	PDF	Feb 4, 2026
Invitation to Bid_1.pdf	PDF	Feb 4, 2026

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US HIGHWAY 82

OLD BROOKMAN RD EMANUEL CHURCH RD

C C

C R

REV. NO. REVISION

REVISION HISTORY

BY DATE

SUBMITTED TO

SUBMITTAL HISTORY

DATEDATE

ISSUED FOR BID 11/04/2025

A REVISED PER GLYNN COUNTY & GDOT COMMENTS TMV 09/17/25

B REVISED PER GLYNN COUNTY & GDOT COMMENTS TMV 10/28/25

C REVISED PER GDOT COMMENTS TMV 11/04/25

D REVISED PER GLYNN COUNTY & GDOT COMMENTS TMV 12/05/25

E REVSIED PER INTERNAL REVIEW TMV 02/03/26

J-

TIC

N C

A D

SITE DEVELOPMENT PLANS

GEORGIA BREAKBULK LOGISTICS PARK - US 82

ENTRANCE ROAD

GLYNN COUNTY, GA

PREPARED FOR:

GOLDEN ISLES DEVELOPMENT AUTHORITY

209 GLOUCESTER ST, SUITE 201

BRUNSWICK, GA 31520

APRIL 30, 2025

LAST REVISED: FEBRUARY 3, 2026

TM# 02-02811

J-30688.0002

VICINITY MAP

SCALE: 1" = 1000'

SITE

PREPARED BY:

G \D

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- 1

A M

Sheet List Table Sheet Number Sheet Title

CO COVER SHEET

GN1.1 GENERAL NOTES AND LEGENDS

GN1.2 OVERALL SITE PLAN

GN1.3 OVERALL SITE PLAN

EX1.1 EXISTING CONDITIONS AND DEMOLITION PLANS

EX1.2 EXISTING CONDITIONS AND DEMOLITION PLANS

C1.1 LAYOUT SIGNING & MARKING PLAN

C1.2 LAYOUT SIGNING & MARKING PLAN

C1.3 LAYOUT SIGNING & MARKING PLAN

C2.1 WATER AND SEWER PLAN

C2.2 WATER AND SEWER PLAN

C2.3 WATER AND SEWER DETAILS

C2.4 WATER AND SEWER DETAILS

C3.1 PAVING GRADING AND DRAINAGE PLAN

C3.2 PAVING GRADING AND DRAINAGE PLAN

C3.3 PAVING GRADING AND DRAINAGE PLAN

C3.4 DRAINAGE PROFILES

C3.5 PAVING GRADING AND DRAINAGE DETAILS

EC0.1 ES & PC NOTES

EC0.2 ES & PC NOTES

EC0.3 ES & PC NOTES

EC1.1 ES & PC PLAN - INITIAL PHASE

EC1.2 ES & PC PLAN - INITIAL PHASE

EC2.1 ES & PC PLAN - INTERMEDIATE PHASE

EC2.2 ES & PC PLAN - INTERMEDIATE PHASE

EC3.1 ES & PC PLAN - FINAL PHASE

EC3.2 ES & PC PLAN - FINAL PHASE

EC4.1 ES & PC DETAILS

EC4.2 ES & PC DETAILS

Know what'sbelow.

before you dig.Call

1208 Newcastle Street • Suite 201 Brunswick, GA 31520 p.912.466.0536 www.thomasandhutton.com

INFRASTRUCTURE OWNERSHIP STATEMENT:

ALL PROPOSED WATER MAINS, SANITARY SEWER MAINS, AND SANITARY FORCE MAINS SHALL

BE DEDICATED TO BRUNSWICK-GLYNN JOINT WATER AND SEWER COMMISSION (BGJWSC)

FOR OWNERSHIP AND MAINTENANCE. ALL BGJWSC UTILITIES SHALL BE LOCATED WITHIN THE

PROPOSED PUBLIC RIGHTS-OF-WAY OR WITHIN EASEMENTS DEDICATED TO BGJWSC.

PROPOSED PUBLIC RIGHTS-OF-WAY SHALL BE DEDICATED TO GLYNN COUNTY FOR

OWNERSHIP AND MAINTENANCE.

PROPOSED UNDERGROUND STORM SEWER WITHIN THE PROPOSED PUBLIC RIGHTS-OF-WAY

SHALL BE OWNED AND MAINTAINED BY GLYNN COUNTY. PROPOSED UNDERGROUND

STORM SEWER OUTSIDE OF THE PROPOSED PUBLIC RIGHT-OF-WAY SHALL BE LOCATED IN

COMMON AREA AND SHALL BE BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY

OWNER.

ENGINEER:

PROPERTY OWNER:

BRUNSWICK & GLYNN COUNTY DEVELOPMENT

AUTHORITY

A: 209 GLOUCESTER STREET, SUITE 211

BRUNSWICK, GA 31520

CONTACT: RYAN MOORE

E: RYANMOORE@GOLDENISLESDEV.COM

C: (912) 222-0388

THOMAS & HUTTON

1208 NEWCASTLE STREET, SUITE 201

BRUNSWICK, GA 31520

(912) 466-0536

MR. TYLER VAUGHN, P.E.

VAUGHN.T@TANDH.COM

NO LANE CLOSURE DURING THE FOLLOWING TIMES:

6:00 AM - 9:00 AM AND 4:00 PM - 7:00 PM

S E

N O

T F

O R

C O

N S

T R

U C

BID SET - NOT FOR CONSTRUCTION

http://www.thomasandhutton.com

GN1.2; EX1.1; C2.1;

EC1.1; EC2.1; EC3.1

GN1.3; EX1.2; C2.2;

EC1.2; EC2.2; EC3.2

C1.2;

C3.2

C1.3; C3.3C1.1; C3.1

ENGINEER:

GLYNNCOUNTY

GENERAL INFORMATION

OWNER:

UTILITY:

SURVEYOR:

ZONING PD

GOLDEN ISLES DEVELOPMENT AUTHORITY

209 GLOUCESTER ST, SUITE 211

BRUNSWICK, GA 31520

877-265-6629

1. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED TESTS AND

INSPECTIONS.

2. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY

REMOVAL OPERATION.

3. SURVEYING AND BOUNDARY INFORMATION BY THOMAS AND HUTTON DATED 02/14/2025 J - 30688.002.

4. ALL ELEVATIONS SHOWN ARE BASED ON NAVD88.

5. TOPOGRAPHIC SURVEY BY THOMAS AND HUTTON DATED 02/14/2025 J - 30688.002.

6. CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM FOR

CONSTRUCTION.

7. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS

OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.

8. IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE DISTURBED AREA

AT NO ADDITIONAL COST TO THE OWNER.

9. THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION

10. THE FOLLOWING NOTES ARE TO BE EXECUTED BY THE CONTRACTOR

a. ANY DAMAGE TO EXISTING PAVEMENT MUST BE REPAIRED AT CONTRACTORS EXPENSE AND TO THE SATISFACTION OF

THE COUNTY ENGINEER AND THE PROJECT ENGINEER.

b. ALL RIGHT-OF-WAY AND DRAINAGE EASEMENT CONSTRUCTION SHALL MEET GDOT STANDARD SPECIFICATIONS

UNLESS SPECIFIED ELSEWHERE AND APPROVED IN WRITING BY THE COUNTY ENGINEER.

c. ALL LOTS WITHIN THE DEVELOPMENT SHALL BE FILLED AND HAVE POSITIVE DRAINAGE TO THE APPROPRIATE EASEMENT OR RIGHT-OF-WAY AS APPROVED ON THE PLANS PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS OR FINAL

ACCEPTANCE OF THE RIGHT-OF-WAYS BY THE COUNTY

d. WHERE FIELD INSPECTIONS ARE REQUIRED BY THE COUNTY, THE CONTRACTOR SHALL NOTIFY THE ENGINEERING

DIVISION A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS.

e. A COMPLETE SET OF APPROVED DRAWINGS AND SPECIFICATIONS MUST BE MAINTAINED ON SITE AT ALL TIMES THAT THE CONTRACTOR IS PERFORMING WORK. THESE DRAWINGS SHALL BE MADE AVAILABLE UPON REQUEST.

f. ANY REVISIONS DURING CONSTRUCTION WHICH ALTER THE ROAD LAYOUT, CONSTRUCTION METHODS, RIGHT-OF-WAY LOCATION OR DRAINAGE MUST BE SUBMITTED AND APPROVED IN WRITING BY THE DESIGN AND COUNTY ENGINEER.

g. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS NECESSARY FROM OTHER

RESPONSIBLE AGENCIES.

11. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE PLANS. BOTH MUST BE APPROVED BY GLYNN COUNTY PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES

12. THE FOLLOWING NOTES ARE SPECIFIED BY THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION AND ARE TO BE

EXECUTED BY THE CONTRACTOR:

a. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.

b. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME WITHIN 14 DAYS.

13. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE DISTURBANCE OF

THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED. SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL OF "EROSION AND SEDIMENT CONTROL PRACTICES FOR DEVELOPING AREAS" BY THE

GSWCC

14. CONTRACTOR SHALL GRADE AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL APPROVAL.

15. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "GEORGIA MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" BOTH CURRENT EDITIONS.

16. ALL AREAS DISTURBED WILL BE GRASSED IMMEDIATELY AFTER THE INSTALLATION. GRASSING SHALL BE IN ACCORDANCE WITH SECTION 810 OF THE GDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION CURRENT EDITION. PAYMENT SHALL BE AS SHOWN IN THE BID FORM AND SHALL BE COMPENSATION FOR ALL NECESSARY WORK AND MATERIALS TO COMPLETE THE SEEDING IN ACCORDANCE WITH THESE SPECIFICATIONS. (SEE SPECIFICATIONS BELOW)

17. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES.

18. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY.

19. NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT.

20. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE NOTED ON THE PLAN

SHEETS AND/OR PROFILES.

21. ONLY TYPE S AND M MORTAR IS TO BE USED IN STORMWATER SYSTEM CONSTRUCTION AND ALL BRICKWORK AND BRICK

MUST MEET GDOT SPECIFICATIONS.

22. THE DESIGN OF THE PAVEMENT AND EARTHWORK MATERIALS, PROCEDURES AND METHODS SPECIFIED ARE BASED ON THE CRITERIA AND RECOMMENDATIONS ESTABLISHED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY TERRACON

ON 02/08/2024 AND SUBSEQUENT ADDENDUMS.

GENERAL NOTES

ABBREVIATIONS

DBL DOUBLE FM FORCE MAIN (SANITARY SEWER) OC ON CENTER SS SANITARY SEWER

BOT BOTTOM FP FINISH PAD PC POINT OF CURVE TC TOP OF CURB

CB CATCH BASIN FPW FIRE PROTECTION PH POST HYDRANT TH THROAT ELEVATION

CI CURB INLET FR FRAME PT POINT OF TANGENT TG TOP OF GUTTER

CO CLEAN OUT GI GRATE INLET PVC POLYVINYL CHLORIDE TP TOP OF PAVEMENT

CPP CORRUGATED PLASTIC PIPE GV GATE VALVE RCP REINFORCED CONCRETE PIPE TW TOP OF WALK

DBL DOUBLE HDPE HIGH DENSITY POLYETHYLENE RC ROLL CURB INLET TYP TYPICAL

DI DITCH INLET HI HOODED INLET RCP REINFORCED CONCRETE PIPE VI VALLEY INLET

DIP DUCTILE IRON PIPE INV INVERT ELEVATION RI ROOF INLET W WATER

EL ELEVATION JB JUNCTION BOX RJP RESTRAINED JOINT PIPE W/ WITH

ES END SECTION LF LINEAR FEET R/W RIGHT-OF-WAY WV WATER VALVE

FES FLARED END SECTION MAX MAXIMUM SD STORM DRAINAGE YI YARD INLET

FG FINISH GRADE MIN MINIMUM SDMH STORM DRAINAGE MANHOLE

FH FIRE HYDRANT MH MANHOLE SF SQUARE FEET

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THOMAS & HUTTON

1208 NEWCASTLE ST, SUITE 201

BRUNSWICK, GA 31520

912-234-5300

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GENERAL NOTES AND

LEGENDS

GN1.1

30688.0002

GEORGIA BREAKBULK LOGISTICS

PARK - US 82 ENTRANCE ROAD

NAD-83 GA-EF NAVD-1988

GOLDEN ISLES DEVELOPMENT AUTHORITY

4/30/25

TAS

RHK

TAP

TMV

www.thomasandhutton.com

DRAINAGE LEGEND

EXISTING PROPOSED

PIPE

DITCH

CURB INLET (CI)

CATCH BASIN

(CB)

CURB INLET -

RIGHT (CI)

CATCH BASIN -

RIGHT (CB)

OR OR

CURB INLET -

LEFT (CI)

CATCH BASIN -

LEFT (CB)

OR OR

CURB INLET -

BOTH (CI)

CATCH BASIN -

BOTH (CB)

OR OR

CONTROL

STRUCTURE (CS)

DITCH INLET (DI)

GRATE INLET

(GI)

HOODED INLET

(HI)

OR OR

JUNCTION BOX

(JB)

MANHOLE

(SDMH)

ROLL CURB

INLET (RC)

ROOF INLET (RI)

VALLEY INLET

(VI)

YARD INLET (YI)

BEVELED END

SECTION (BES)

END SECTION

(ES)

FLARED END

SECTION (FES)

11-14° BEND -

HORIZONTAL

22-12° BEND -

HORIZONTAL

45° BEND -

HORIZONTAL

90° BEND -

HORIZONTAL

CLEANOUT

PLUG

TEE

WYE

SEWER LEGEND

EXISTING PROPOSED

GRAVITY PIPE

SINGLE SERVICE

LATERAL

DOUBLE

SERVICE

LATERAL

DROP

MANHOLE

(DMH)

MANHOLE (MH)

CLEANOUT

(CO)

FORCEMAIN

AIR RELEASE

VALVE (ARV)

CHECK VALVE

(CV)

PLUG VALVE

AND BOX (PV)

FLUSH HYDRANT

PUMP

CONNECTION

(PC)

REDUCER

TRACER WIRE

ACCESS BOX

(TWAB)

CROSS

TEE

TAPPING

SLEEVE (TS)

90° BEND

HORIZONTAL

45° BEND

HORIZONTAL

22-12° BEND

HORIZONTAL

11-14° BEND

HORIZONTAL

BEND

VERTICAL

PLUG \ CAP

10"FM 10"FM

WATER LEGEND

EXISTING PROPOSED

FIRE

PROTECTION

WATER MAIN

SINGLE SERVICE

LATERAL

DOUBLE

SERVICE

LATERAL

BUTTERFLY

VALVE (BV)

DOUBLE CHECK

DETECTOR

ASSEMBLY

(DCDA)

GATE VALVE

AND BOX (GV)

POST

INDICATOR

VALVE (PIV)

TAPPING

SLEEVE AND

VALVE (TSV)

REDUCED

PRESSURE ZONE

BACKFLOW

(RPZ)

WATER LEGEND

EXISTING PROPOSED

WATER METER

(WM)

TRACER WIRE

ACCESS BOX

(TWAB)

FIRE HYDRANT

W/TEE, VALVE &

BOX (FHA)

POST HYDRANT

(PH)

REDUCER

CROSS

TEE

90° BEND -

HORIZONTAL

45° BEND -

HORIZONTAL

22-12° BEND -

HORIZONTAL

11-14° BEND -

HORIZONTAL

BEND -

VERTICAL

CAP

10"FPW 10"FPW

10"W 10"W

OTHER UTILITIES LEGEND

EXISTING

NATURAL GAS

TELEPHONE

UNDERGROUND TELEPHONE

ELECTRICITY

UNDERGROUND ELECTRICITY

UGG

OHT

UTL

OHP

UGP

THOMAS & HUTTON

1208 NEWCASTLE ST, SUITE 201

BRUNSWICK, GA 31520

912-234-5300

GEORGIA POWER

800 GLOUCESTER ST

BRUNSWICK, GA 31520

888-891-0938

INDEX

SCALE: 1" = 300'

NORTH

US HIGHWAY 82 - GA 520

200' R/W - 65 MPH

US HIGHWAY 82 - GA 520

200' R/W - 55 MPH

OLD BROOKMAN ROAD/EMANUEL C

HURCH ROAD

S E

N O

T F

O R

C O

N S

T R

U C

815'

1203' 97'

US HIGHWAY 82

SPEED LIMIT 65

BIKE - 10 - EAST

US HIGHWAY 82

SPEED LIMIT 65

WRONG WAY

MILE 8

DO NOT ENTER

SPEED LIMIT 55

SPEED LIMIT 65

SPEED LIMIT 65DO NOT ENTER

YIELD

STOP

YIELD

MILE 8BIKE - 10 - WEST

PAVEMENT LEGEND

EXISTING GDOT ASPHALT ROADWAY:

HEAVY DUTY ASPHALT:

GDOT ASPHALT PAVEMENT:

CONCRETE ISLAND:

GRAVEL DRIVE:

DIRT DRIVE:

Note

SIGHT DISTANCE TRIANGLE

1" = 50'

G \D

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- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

OVERALL SITE PLAN

GN1.2

RHK

1208 Newcastle Street • Suite 201 Brunswick, GA 31520 • 912.466.0536

GRAPHIC SCALE:

1 INCH =

50 FEET

50 25 50

S E

N O

T F

O R

C O

N S

T R

U C

720'

1203' 475'

US HIGHWAY 82

SPEED LIMIT 55

US HIGHWAY 82

SPEED LIMIT 55

SPEED LIMIT 65

ONE WAY (RIGHT) DO NOT ENTER

YIELD

NO LEFT TURN

WRONG WAY

SPEED LIMIT 65DO NOT ENTER

1126'

PAVEMENT LEGEND

EXISTING GDOT ASPHALT ROADWAY:

HEAVY DUTY ASPHALT:

GDOT ASPHALT PAVEMENT:

CONCRETE ISLAND:

GRAVEL DRIVE:

DIRT DRIVE:

610'

1" = 50'

G \D

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O N

TIO

N P

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Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

OVERALL SITE PLAN

GN1.3

GEORGIA BREAKBULK

LOGISTICS PARK - US 82

RHK

50 FEET

50 25 50

S E

N O

T F

O R

C O

N S

T R

U C

17 18

16 17

17 18

16 16

15 15

EXISTING M3-2 & M1-8

SIGN TO REMAIN

EXISTING M3-4 & M1-8

SIGN TO REMAIN

REMOVE EXISTING R5-1

SIGN RELOCATE

SHEETS C1.1, C1.2, C1.3

REMOVE EXISTING R5-1a

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

REMOVE EXISTING D10-1

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

EXISTING R5-1 SIGN

TO REMAIN

EXISTING R5-1a SIGN TO REMAIN

EXISTING R2-1 SIGN TO REMAIN

REMOVE EXISTING R2-1

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

EXISTING DRAINAGE STRUCTURE TO BE

CONVERTED TO STORM MANHOLE AND FRAME

ADJUSTED TO MATCH PROPOSED GRADE.

EXISTING ASPHALT

RIGHT OF WAY (TYP.)

TO REMAIN

REMOVE EXISTING

RIGHT-OF-WAY

STRIPING (TYP.)

REMOVE CHAIN 4' LINK FENCE

EXISTING GUY WIRES TO REMAIN (TYP.)

EXISTING DRAINAGE STRUCTURE TO BE FIELD LOCATED WITH

FRAME AND INVERT VERIFIED BY CONTRACTOR. THE

STRUCTURE HAS BEEN LOCATED VIA AERIAL PHOTOGRAPHY.

CONTRACTOR TO COORDINATE WITH ENGINEER.

EXISTING DRAINAGE STRUCTURE TO BE

CONVERTED TO STORM MANHOLE AND FRAME

ADJUSTED TO MATCH PROPOSED PAVEMENT.

CONTRACTOR TO FIELD VERIFY INVERT.

EXISTING ROADWAY ASPHALT TO

BE REMOVED AND SAWCUT TO

NEAT EDGE FOR PROPOSED TIE IN

EXISTING ROADWAY ASPHALT TO

BE REMOVED AND SAWCUT TO

NEAT EDGE FOR PROPOSED TIE IN

REMOVE EXISTING D10-1

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

1" = 50'

G \D

S\ C

O N

TIO

N P

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS AND

DEMOLITION PLANS

EX1.1

RHK

50 FEET

50 25 50

S E

N O

T F

O R

C O

N S

T R

U C

18 18

19 19

16 17

15 15

16 16

EXISTING 4' WIRE

FENCE TO REMAIN

EXISTING GUY WIRE

TO REMAIN (TYP.)

REMOVE EXISTING R5-1

SIGN RELOCATE

SHEETS C1.1, C1.2, C1.3

REMOVE EXISTING R5-1a

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

EXISTING R2-1 SIGN TO REMAIN

REMOVE EXISTING R2-1

SIGN RELOCATE PER

SHEETS C1.1, C1.2, C1.3

EXISTING ROADWAY ASPHALT TO

BE REMOVED AND SAWCUT TO

NEAT EDGE FOR PROPOSED TIE IN

EXISTING ROADWAY ASPHALT TO

BE REMOVED AND SAWCUT TO

NEAT EDGE FOR PROPOSED TIE IN

EXISTING MAILBOX

TO REMAIN

EXISTING GRAVEL DRIVE TO REMAIN

AS IT SERVES SURROUNDING

RESIDENTIAL PROPERTIES.

EXISTING UTILITY

POLE TO

REMAIN (TYP.)

EXISTING 12" WATER MAIN

REALIGNMENT OF EXISTING

DITCH TO COMMENCE

PER SHEET C3.3 (TYP.)

1" = 50'

G \D

S\ C

O N

TIO

N P

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS AND

DEMOLITION PLANS

EX1.2

RHK

50 FEET

50 25 50

S E

N O

T F

O R

C O

N S

T R

U C

45°

180' 510'180'

15'

TYPE 2 ARROW (TYP.)

THERMOPLASTIC

DETAIL T-12B

6" YELLOW SOLID

LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

6" SKIP WHITE

2' SEGMENT

6' GAP (TYP.)

THERMOPLASTIC

DETAIL T11-B

6" WHITE SOLID LANE LINE

THERMOPLASTIC (TYP.)

DETAIL T-11A

12' LEFT TURN

DECELERATION LANE

EXISTING PAVEMENT

CENTERLINE (TYP.)

1' PAVED SHOULDER (TYP.)

EXISTING EDGE OF

PAVEMENT (TYP.)

NOTE: NO LANE CLOSURE DURING THE FOLLOWING

TIMES: 6:00-9:00 AM AND 4:00-7:00 PM.

*CONTRACTOR TO REFERENCE CURRENT GDOT

DETAILS REFERENCED IN PLAN

R/ W

1" = 30'

G \D

S\ C

O N

TIO

N P

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

LAYOUT SIGNING & MARKING

PLAN

C1.1

GLYNN COUNTY,

GEORGIA

NAD-83 GA-EF NAVD-1988

BRUNSWICK GLYNN COUNTY DEV AUTHORITY

1505 RICHMOND STREET, 2ND FLOOR

BRUNSWICK, GEORGIA 31520

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

45°

7'R

5'R 75'R

6' R

8'R

6'R

23'

12'

12'12'

15'

350'

WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "B"

(TYP) WITH TYPE 3 C/R RPMS @

20' SPACING ON BORDER -

DETAIL T-15

24" SOLID WHITE

STOP BAR

THERMOPLASTICYELLOW TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 YELLOW DETAIL "A"

6" SKIP WHITE

2' SEGMENT

6' GAP (TYP.)

THERMOPLASTIC

DETAIL T11-B

TYPE 7 ARROWS (TYP.)

THERMOPLASTIC

DETAIL T-12B

TYPE 2 ARROWS (TYP.)

THERMOPLASTIC

DETAIL T-12B

6" SOLID DOUBLE YELLOW

THERMOPLASTIC WITH TYPE

1 YELLOW RPMS @ 40'

SPACING - DETAIL T-15

TYPE 2 ARROW (TYP.)

THERMOPLASTIC

DETAIL T-12B

6" YELLOW SOLID

LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

6" SKIP WHITE

2' SEGMENT

6' GAP (TYP.)

THERMOPLASTIC

DETAIL T11-B

6" WHITE SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

6" YELLOW SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

4' PAVED SHOULDER (TYP.)

2' PAVED SHOULDER (TYP.)

1' PAVED SHOULDER (TYP.)

12' RIGHT TURN

DECELERATION LANE

CONCRETE MEDIAN WITH

TYPE 9 MOUNTABLE CURB

DETAIL 9032B

WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "C"

6" WHITE SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "A"WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "A"

EXISTING PAVEMENT

CENTERLINE (TYP.)

1' PAVED SHOULDER (TYP.)

EXISTING EDGE OF

PAVEMENT (TYP.)

100'

100' 100'

12'R

4' PAVED SHOULDER (TYP.)

120'

R/W

R/ W

28'R

48'R

EMERGENCY VEHICLE

TURNAROUND

BORROW MATERIAL POND

(EMERGENCY OVERFLOW ONLY)

TOB: 15.5

NWL: 15.0

BOT: 7:0

NOTE: NO LANE CLOSURE DURING THE FOLLOWING

TIMES: 6:00-9:00 AM AND 4:00-7:00 PM.

*CONTRACTOR TO REFERENCE CURRENT GDOT

DETAILS REFERENCED IN PLAN

6" WHITE SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

CND CND

(1) 6" PVC CONDUIT

(2) 4" PVC CONDUIT

1" = 30'

G \D

S\ C

O N

TIO

N P

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

LAYOUT SIGNING & MARKING

PLAN

C1.2

GLYNN COUNTY,

GEORGIA

BRUNSWICK GLYNN COUNTY DEV AUTHORITY

BRUNSWICK, GEORGIA 31520

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

2'R 2'R

250'

6" WHITE SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

6" WHITE SOLID LANE LINE (TYP.)

THERMOPLASTIC

DETAIL T-11A

YELLOW TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 YELLOW DETAIL "A"

CONCRETE MEDIAN WITH

TYPE 9 MOUNTABLE CURB

DETAIL 9032B

WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "A"

WHITE TRAFFIC STRIPING

THERMOPLASTIC

DETAIL T-14 WHITE DETAIL "C"

EXISTING PAVEMENT

CENTERLINE (TYP.)

6" SKIP WHITE

2' SEGMENT

6' GAP (TYP.)

THERMOPLASTIC

DETAIL T11-B

12' RIGHT TURN

DECELERATION LANE

4' PAVED SHOULDER (TYP.)

2' PAVED SHOULDER

EXISTING EDGE OF

PAVEMENT (TYP.)

GRAVEL DRIVE

SERVICES RESIDENTIAL

PROPERTIES OUTSIDE OF

CLIENT PROPERTY LINE.

100'

120'

R/W

R/ W

48'R

28'R

EMERGENCY VEHICLE

TURNAROUND

12'

10'

NOTE: NO LANE CLOSURE DURING THE FOLLOWING

TIMES: 6:00-9:00 AM AND 4:00-7:00 PM.

*CONTRACTOR TO REFERENCE CURRENT GDOT

DETAILS REFERENCED IN PLAN

CND CND

(1) 6" PVC CONDUIT

(2) 4" PVC CONDUIT

75'R

1" = 30'

G \D

S\ C

O N

TIO

N P

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

LAYOUT SIGNING & MARKING

PLAN

C1.3 30688.0002

GEORGIA BREAKBULK LOGISTICS

PARK - US 82 ENTRANCE ROAD

GLYNN COUNTY,

GEORGIA

BRUNSWICK GLYNN COUNTY DEV AUTHORITY

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

''W

12''W12''W12''W12''W12''W12''W12''W12''W

" P

V C

- D R

12" PVC - C900 - DR 18

''W

120'

R/W (PUBLIC)

BGJWSC STANDARD NOTES:

1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER &

SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION

PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND

CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS THE

DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.

2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER

LINES, AND STORM DRAINS SHALL CONFORM TO THE LATEST GEORGIA EPD

REQUIREMENTS.

3. ALL PLANNED MAINS AND SERVICES OUTSIDE OF ROADWAYS OR OTHER COMPACTED

FINAL GRADES SHALL HAVE A MINIMUM FINAL COVER DEPTH OF 36". THOSE WITHIN

COMPACTED FINAL GRADES SHALL BE INSTALLED WITH A FINAL COVER DEPTH OF 48"

(ASTM D2321).

4. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS

GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS, AND THE TOP OF

BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN

WRITING BY THE JWSC.

5. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.

6. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC. NOTE

THAT TABLET METHOD FOR DISINFECTION IS NOT ALLOWED.

7. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL

NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 (GA811) TO REQUEST

UNDERGROUND UTILITY LOCATE SERVICE.

BORROW MATERIAL POND

(EMERGENCY OVERFLOW ONLY)

TOB: 15.5

NWL: 15.0

BOT: 7:0

1" = 30'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

WATER AND SEWER PLAN

C2.1

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

12''W12''W12''W12''W

''W

''F

''F M

''F

''F M

''F

''F M

12" PVC - C900 - DR 18

" P

V C

- D R

120'

R/W (PUBLIC)

BGJWSC STANDARD NOTES:

1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER &

SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION

PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND

CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS THE

DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.

2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER

LINES, AND STORM DRAINS SHALL CONFORM TO THE LATEST GEORGIA EPD

REQUIREMENTS.

3. ALL PLANNED MAINS AND SERVICES OUTSIDE OF ROADWAYS OR OTHER COMPACTED

FINAL GRADES SHALL HAVE A MINIMUM FINAL COVER DEPTH OF 36". THOSE WITHIN

COMPACTED FINAL GRADES SHALL BE INSTALLED WITH A FINAL COVER DEPTH OF 48"

(ASTM D2321).

4. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS

GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS, AND THE TOP OF

BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN

WRITING BY THE JWSC.

5. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.

6. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC. NOTE

THAT TABLET METHOD FOR DISINFECTION IS NOT ALLOWED.

7. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL

NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 (GA811) TO REQUEST

UNDERGROUND UTILITY LOCATE SERVICE.

12''W

12" PVC - C900 - DR 18

1" = 30'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

WATER AND SEWER PLAN

C2.2

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

BGJWSC STANDARD NOTES:

1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER &

SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION

PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND

CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS THE

DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.

2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER

LINES, AND STORM DRAINS SHALL CONFORM TO THE LATEST GEORGIA EPD

REQUIREMENTS.

3. ALL PLANNED MAINS AND SERVICES OUTSIDE OF ROADWAYS OR OTHER COMPACTED

FINAL GRADES SHALL HAVE A MINIMUM FINAL COVER DEPTH OF 36". THOSE WITHIN

COMPACTED FINAL GRADES SHALL BE INSTALLED WITH A FINAL COVER DEPTH OF 48"

(ASTM D2321).

4. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS

GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS, AND THE TOP OF

BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN

WRITING BY THE JWSC.

5. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.

6. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC. NOTE

THAT TABLET METHOD FOR DISINFECTION IS NOT ALLOWED.

7. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL

NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 (GA811) TO REQUEST

UNDERGROUND UTILITY LOCATE SERVICE.

N.T.S.

G \D

S\ C

O N

TIO

N P

- D

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

WATER AND SEWER DETAILS

C2.3

TMV

S E

N O

T F

O R

C O

N S

T R

U C

BGJWSC STANDARD NOTES:

1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JOINT WATER &

SEWER COMMISSION. IN THE EVENT OF A DISCREPANCY BETWEEN THESE CONSTRUCTION

PLANS AND THE AFOREMENTIONED STANDARDS AND SPECIFICATIONS, THE DESIGN AND

CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL TAKE PRECEDENCE UNLESS THE

DEVIATION HAS BEEN APPROVED IN WRITING BY THE JWSC.

2. THE MINIMUM HORIZONTAL AND VERTICAL SEPARATION BETWEEN WATER LINES, SEWER

LINES, AND STORM DRAINS SHALL CONFORM TO THE LATEST GEORGIA EPD

REQUIREMENTS.

3. ALL PLANNED MAINS AND SERVICES OUTSIDE OF ROADWAYS OR OTHER COMPACTED

FINAL GRADES SHALL HAVE A MINIMUM FINAL COVER DEPTH OF 36". THOSE WITHIN

COMPACTED FINAL GRADES SHALL BE INSTALLED WITH A FINAL COVER DEPTH OF 48"

(ASTM D2321).

4. A MINIMUM DISTANCE OF 20' OR TWO TIMES THE DEPTH OF THE MAIN, WHICHEVER IS

GREATER, SHALL BE MAINTAINED FROM ALL BUILDINGS, FOUNDATIONS, AND THE TOP OF

BANK OF ALL PONDS. ANY DEVIATION FROM THIS REQUIREMENT MUST BE APPROVED IN

WRITING BY THE JWSC.

5. PRESSURE AND LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC.

6. DISINFECTION OF WATER MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE

DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE JWSC. NOTE

THAT TABLET METHOD FOR DISINFECTION IS NOT ALLOWED.

7. AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL

NOTIFY UTILITIES PROTECTION CENTER (UPC) AT 1-800-282-7411 (GA811) TO REQUEST

UNDERGROUND UTILITY LOCATE SERVICE.

N.T.S.

G \D

S\ C

O N

TIO

N P

- D

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

WATER AND SEWER DETAILS

C2.4

TMV

S E

N O

T F

O R

C O

N S

T R

U C

16 17

17 18

PAVEMENT LEGEND

EXISTING GDOT ASPHALT ROADWAY:

MEDIUM DUTY ASPHALT:

GDOT ASPHALT PAVEMENT:

CONCRETE ISLAND:

GRAVEL DRIVE:

DIRT DRIVE:

SMH #13

FR: 18.70

INV. IN: 15.00 (NE)

DI #12

FR: 17.50

INV. OUT: 15.03 (SW)

10 LF 18" RCP

@ 0.30%

16 17

17 18

CONTRACTOR TO CONVERT EXISTING STRUCTURE TO A

STORM MANHOLE AND MATCH GRADE OF PROPSED

PAVEMENT. CONTRACTOR TO FIELD LOCATE STRUCTURE,

PIPE, VERIFY INVERT, AND COORDINATE WITH ENGINEER

18.27TP

18.40TP18.00TP

18.79TP

18.53TP

18.99TP

18.93TP

19.19TP

19.39TP

15.0FG

RIP-RAP OVERFLOW WEIR -

BORROW POND (SEE DETAIL)

1" = 30'

G \D

S\ C

O N

TIO

N P

D O

- P

G D

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

PAVING GRADING AND

DRAINAGE PLAN

C3.1

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

16 16

PAVEMENT LEGEND

EXISTING GDOT ASPHALT ROADWAY:

MEDIUM DUTY ASPHALT:

GDOT ASPHALT PAVEMENT:

CONCRETE ISLAND:

GRAVEL DRIVE:

DIRT DRIVE:

DI #5

FR: 17.50

INV. OUT: 15.65 (NW)

DI #7

FR: 17.57

INV. OUT: 15.84 (SE)

GI #6

FR: 19.26

INV. IN: 15.50 (SE)

INV. IN: 15.50 (NW)

S.E.S.

(GDOT DETAIL 1122)

INV.: 14.84

159 LF 18" RCP

@ -0.10%

50 LF 18" RCP

@ 0.30%

112 LF 18" RCP

@ 0.30%

17 18 19

16 16

FES

INV.: 15.25

CONTRACTOR TO CONVERT EXISTING STRUCTURE TO

A GRATE INLET AND MATCH GRADE OF PROPOSED

PAVEMENT. CONTRACTOR TO VERIFY INVERT AND

COORDINATE WITH ENGINEER

''W

12''W12''W12''W12''W12''W12''W12''W12''W

''W

65 LF 18" RCP

@ 0.00%

FES

INV.: 15.25

INV.: 17.25

S.E.S.

(GDOT DETAIL 1122)

INV.: 15.88

S.E.S.

(GDOT DETAIL 1122)

INV.: 15.00

19.51TP

19.10TP

19.59TP

19.58TP

19.41TP

19.63TP19.66TP

19.49TP

19.39TP

19.61TP

19.54TP

19.92TP

19.63TP

19.39TP

19.31TP

19.60TP19.60TP

19.52TP

19.04TP

18.93TP

18.87TP

18.63TP 19.49TP

19.49TP

18.63TP

18.36TP

18.55

19.30TP

19.27TP 19.27TP

18.76TP18.76TP

19.80TP19.30TP

19.24TP

19.74TP

19.24TP

18.84TP

18.88TP

18.30

18.02

TP 18.02

18.66

18.38TP

18.3FG

17.9FG

17.6FG

18.2FG

18.1FG

18.3FG

18.0FG

17.8FG

18.0FG

17.4FG 17.7FG

17.6FG

19.95TP

19.63TP

19.96TP

20.04TP 19.96TP

19.88TP

19.66TP

18.93TP

19.19TP

19.39TP

19.68TP

19.61TP

19.80TP19.75TP

15.0FG

15.1FG

15.2FG

16.0FG

16.5FG

17.0FG

15.9FG

15.6FG

16.7FG

16.6FG

15.7FG

15.9FG

18.83TP

19.74

18.36TP

15.2FG

BORROW MATERIAL POND

(EMERGENCY OVERFLOW ONLY)

TOB: 15.5

NWL: 15.0

BOT: 7:0

19.64

1" = 30'

G \D

S\ C

O N

TIO

N P

D O

- P

G D

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

PAVING GRADING AND

DRAINAGE PLAN

C3.2

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

19 19

PAVEMENT LEGEND

EXISTING GDOT ASPHALT ROADWAY:

MEDIUM DUTY ASPHALT:

GDOT ASPHALT PAVEMENT:

CONCRETE ISLAND:

GRAVEL DRIVE:

DIRT DRIVE:

INV.: 17.25

115 LF 18" RCP

@ 0.10%

52 LF 18" RCP

@ 0.00%

19 19

12''W12''W12''W12''W

''W

INV.: 17.25

S.E.S.

(GDOT DETAIL 1122)

INV.: 15.88

S.E.S.

(GDOT DETAIL 1122)

INV.: 16.00

19.96TP

20.04TP 19.96TP

19.88TP

19.66TP 19.70TP

19.57TP

20.07TP

20.03TP

20.17TP

20.13TP

20.27TP

20.37TP

20.27TP

20.26TP

20.29TP

20.15TP

20.28TP 20.41TP

19.61TP

19.73TP

19.77TP

21.37TP

21.09TP

20.34

20.06

20.06TP

20.1FG 20.1FG

20.2FG20.2FG

20.3FG

20.2FG

20.4FG

19.9FG

19.7FG

20.0FG

20.2FG

18.8FG

18.6FG

19.2FG

19.1FG

18.3FG

18.2FG

18.0FG

20.25TP

20.57TP 21.09TP

20.77TP

21.42TP

21.34TP

20.48TP20.74TP

20.8FG

17.0FG

17.5FG

18.8FG

19.2FG

18.9FG

19.2FG

17.6FG

12''W

1" = 30'

G \D

S\ C

O N

TIO

N P

D O

- P

G D

.D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

PAVING GRADING AND

DRAINAGE PLAN

C3.3

TMV

30 FEET

30 15 30

S E

N O

T F

O R

C O

N S

T R

U C

30688.0002 - Drainage - Run 1

STATIONS: -0+25 - 2+50

SCALE: HORZ.: 1" = 50'

VERT.: 1" = 5'

-0+25 0+00 1+00 2+00 2+50

30688.0002 - Drainage - Run 2

STATIONS: -0+25 - 1+50

SCALE: HORZ.: 1" = 50'

VERT.: 1" = 5'

-0+25 0+00 1+00 1+50

30688.0002 - Drainage - Run 3

STATIONS: -0+25 - 1+50

SCALE: HORZ.: 1" = 50'

VERT.: 1" = 5'

-0+25 0+00 1+00 1+50

30688.0002 - Drainage - Run 4

STATIONS: -0+25 - 2+50

SCALE: HORZ.: 1" = 50'

VERT.: 1" = 5'

-0+25 0+00 1+00 2+00 2+50

30688.0002 - Drainage - Run 5

STATIONS: -0+25 - 1+50

SCALE: HORZ.: 1" = 50'

VERT.: 1" = 5'

-0+25 0+00 1+00 1+50

. O

: 1 4.

159 LF 18" RCP @ 0.10%

. I N

: 1 5.

. I N

: 1 7.

52 LF 18" RCP @ 0.00%

. O

: 1 7.

. I N

: 1 5.

65 LF 18" RCP @ 0.00%

. O

: 1 5.

D I #

: 1 7.

V . O

: 1

(N W

50 LF 18" RCP

@ 0.30%

G I #

: 1 9.

V . I

N : 1

(S E)

. I N

: 1 5.

112 LF 18" RCP @ 0.30%

D I #

: 1 7.

V . O

: 1

(S E)

: 1

. I N

: 1 5.

10 LF 18" RCP

@ 0.30%

D I #

: 1 7.

V . O

: 1

(S W

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

FINISH GRADE

EXISTING GRADE

1" = 50'

G \D

S\ C

O N

TIO

N P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

DRAINAGE PROFILES

C3.4

TMV

50 FEET

50 25 50

S E

N O

T F

O R

C O

N S

T R

U C

N.T.S.

G \D

S\ C

O N

TIO

N P

D T.

D W

Fe b

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

PAVING GRADING AND

DRAINAGE DETAILS

C3.5

TMV

OCT. 2008

THOMAS & HUTTON

ENGINEERING CO.

OCT. 2008

THOMAS & HUTTON

ENGINEERING CO.

AT BOTH ENDS

48"*

PVC CONDUIT

WITH CAP AT

BOTH ENDS

CONDUIT DETAIL

12" MIN.

TIE FLAGGING

TO WIRE AS PER

FLAGGING CODE SCHEDULEFINISHED GRADE OR

TOP OF PAVEMENT

ABOVE GROUND

6 TIMES AND EXTEND

WRAP AROUND PIPE

NOTE:

* REQUIRED DEPTH BASED ON UTILITY COMPANY PLANS AND SPECIFICATIONS. CONTRACTOR TO

COORDINATE WITH UTILITY COMPANY TO VERIFY DEPTH PRIOR TO INSTALLATION.

NOT TO SCALE

RIP-RAP OVERFLOW WEIR DETAIL (BORROW POND)

1' O

N E-

M A

P-

10' WIDE BOTTOM

JUNE 2018

THOMAS & HUTTON

ENGINEERING CO.

NOT TO SCALE

2.00%2.00%

4' 4:1 3:14' 2'

3:1

TYPICAL PAVED SECTION NOTE: PAVEMENT COURSE DEPTHS TO BE

DETERMINED BY GEOTECHNICAL STUDY

BASE COURSE

ROADSIDE

SWALE

EXISTING

GROUND

PROPOSED

GROUND

24" COMPACTED

SUB-BASE

PROFILE GRADE

LINE

±120' RIGHT-OF-WAY

60' 60'

12' VARIES VARIES12'6'VARIES

3:1 4:1

ASPHALTIC CONCRETE

SURFACE COURSE

ASPHALTIC CONCRETE

BINDER COURSE

NOT TO SCALE

24" COMPACTED SUB-BASE @ 98% AS PER ASTM D-1557

6" COMPACTED GRANITE SABC @ 100% AS PER ASTM D-1557

S E

N O

T F

O R

C O

N S

T R

U C

EROSION,SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST -

INFRASTRUCTURE CONSTRUCTION PROJECTS

N/A

G \D

S\ C

O N

TIO

N P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC NOTES

EC0.1

TMV

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

CONSTRUCTION SCHEDULE

ACTIVITY 1

PERIMETER BMPS

TEMPORARY SEDIMENT

CONTROL BMPS

SITE CLEARING

TEMPORARY GRASSING

PERMANENT GRASSING

FINAL STABILIZATION/

BMP REMOVAL

BMP MAINTENANCE

SITE GRADING

1. OBTAIN ALL PLAN APPROVALS AND OTHER

APPLICABLE PERMITS.

2. FLAG THE WORK LIMITS AND MARK THE TREES

AND BUFFER AREAS FOR PROTECTION.

3. HOLD PRE CONSTRUCTION CONFERENCE AT LEAST

ONE WEEK PRIOR TO STARTING CONSTRUCTION.

4. CONSTRUCTION ACCESS - CONSTRUCTION

ENTRANCE, CONSTRUCTION ROUTES, EQUIPMENT

PARKING AREAS.

5. SEDIMENT TRAPS AND BARRIERS - BASIN TRAPS,

SEDIMENT FENCES, AND OUTLET PROTECTION.

6. RUNOFF CONTROL - DIVERSIONS, PERIMETER

DIKES, WATER BARS, AND OUTLET PROTECTION.

7. RUNOFF CONVEYANCE SYSTEM- STABILIZE

STREAM BANKS, STORM DRAINS, CHANNELS, INLET

AND OUTLET PROTECTION, SLOPE DRAINS.

8. LAND CLEARING AND GRADING - SITE

PREPARATION CUTTING, FILLING AND GRADING,

SEDIMENTATION TRAPS, BARRIERS, DIVERSIONS,

DRAINS,SURFACE ROUGHENING.

9. SURFACE STABILIZATION - TEMPORARY AND

PERMANENT SEEDING, MULCHING, SODDING, RIPRAP.

10. BUILDING CONSTRUCTION- BUILDINGS UTILITIES,

PAVING.

11. LANDSCAPING AND FINAL STABILIZATION -

TOPSOILING, TREES AND SHRUBS, PERMANENT

SEEDING, MULCHING, SODDING RIPRAP.

LAST CONSTRUCTION PHASE--STABILIZE ALL OPEN

AREAS, INCLUDING BORROW AND SPOIL AREAS.

REMOVE AND STABILIZE ALL TEMPORARY CONTROL

MEASURES.

APPLY TEMPORARY OR PERMANENT STABILIZATION

MEASURES IMMEDIATELY ON ALL DISTURBED AREAS

WHERE WORK IS DELAYED OR COMPLETE.

INSTALL NECESSARY EROSION AND SEDIMENTATION

CONTROL PRACTICES AS WORK TAKES PLACE.

BEGIN MAJOR CLEARING AND GRADING AFTER

PRINCIPAL SEDIMENT AND KEY RUNOFF - CONTROL

MEASURES ARE INSTALLED. INSTALL ADDITIONAL

CONTROL MEASURES AS GRADING PROGRESSES.

MARK TREES AND BUFFER AREAS FOR PRESERVATION.

WHERE NECESSARY, STABILIZE STREAM BANKS AS

EARLY AS POSSIBLE. INSTALL PRINCIPAL RUNOFF

CONVEYANCE SYSTEM WITH RUNOFF- CONTROL

MEASURES. INSTALL REMAINDER OF SYSTEM AFTER

GRADING.

INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT

TRAPS AND BEFORE LAND GRADING. INSTALL

ADDITIONAL RUNOFF-CONTROL MEASURES DURING

GRADING.

INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE

IS ACCESSED. INSTALL ADDITIONAL TRAPS AND

BARRIERS AS NEEDED DURING GRADING.

FIRST LAND DISTURBING ACTIVITY - STABILIZE BARE

AREAS IMMEDIATELY WITH GRAVEL AND

TEMPORARY VEGETATION AS CONSTRUCTION TAKES

PLACE.

CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION

MONTH

3 5 7 9 11

UTILITY INSTALLATION

ROAD CONSTRUCTION

BUILDING

CONSTRUCTION

SITE PAVING

N/A

G \D

S\ C

O N

TIO

N P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC NOTES

EC0.2

TMV

S E

N O

T F

O R

C O

N S

T R

U C

N/A

G \D

S\ C

O N

TIO

N P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC NOTES

EC0.3

TMV

SITE

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

USGS QUAD MAP EXCERPT: BLADEN

SCALE: 1" = 1,000'

S E

N O

T F

O R

C O

N S

T R

U C

17 18

16 17

17 18

16 16

15 15

X X

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

SLOPE STABILIZATION

CHECK DAM (HAY BALE)

CONSTRUCTION EXIT

DIVERSION

SILT FENCE - TYPE NS

SILT FENCE - TYPE S

INLET SEDIMENT TRAP

(FILTER FABRIC WITH FRAME)

INLET SEDIMENT TRAP

(CURB INLET)

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Hb

Sd1-NS

Sd1-S

Sd2-F

Sd2-P

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Du Ds1 Ds2

Sd1-NS

Sd1-NS Sd2-F

LAT: 31.1836

LONG: -81.6404

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - INITIAL PHASE

EC1.1

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

18 18

19 19

16 17

15 15

X X

LOD

LODLODLODLODLODLODLODLODLOD

LOD

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

SLOPE STABILIZATION

CHECK DAM (HAY BALE)

CONSTRUCTION EXIT

DIVERSION

SILT FENCE - TYPE NS

SILT FENCE - TYPE S

INLET SEDIMENT TRAP

(FILTER FABRIC WITH FRAME)

INLET SEDIMENT TRAP

(CURB INLET)

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Hb

Sd1-NS

Sd1-S

Sd2-F

Sd2-P

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Du Ds1 Ds2

Sd1-NS

Sd1-NS Sd1-NS Sd2-F

LAT: 31.1828

LONG: -81.6386

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - INITIAL PHASE

EC1.2

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

18 18

16 17

17 18

16 16

15 15

X X

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

12''W12''W12''W

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS Sd2-FSd2-F

LAT: 31.1836

LONG: -81.6404

CONSTRUCTION EXIT

CONCRETE WASHOUT

Sd2-F

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

Du Ds1 Ds2

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

''W

BORROW MATERIAL POND

(EMERGENCY OVERFLOW ONLY)

TOB: 15.5

NWL: 15.0

BOT: 7:0

11 12 13 14

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - INTERMEDIATE

PHASE

EC2.1

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

18 18

19 19

15 15

X X

LOD

LODLODLODLODLODLODLODLODLOD

LOD

12''W12''W12''W12''W12''W12''W

''F

''F M

''F

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS Sd2-F

St LAT: 31.1828

LONG: -81.6386

CONSTRUCTION EXIT

CONCRETE WASHOUT

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

Du Ds1 Ds2

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - INTERMEDIATE

PHASE

EC2.2

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

18 18

16 17

17 18

16 16

15 15

X X

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

12''W12''W12''W

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS Sd2-F

Sd2-F

LAT: 31.1836

LONG: -81.6404

CONSTRUCTION EXIT

CONCRETE WASHOUT

Du Ds1

Ds3

Ds3Ds3

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

''W

BORROW MATERIAL POND

(EMERGENCY OVERFLOW ONLY)

TOB: 15.5

NWL: 15.0

BOT: 7:0

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - FINAL PHASE

EC3.1

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

18 18

19 19

16 17

15 15

X X

LOD

LODLODLODLODLODLODLODLODLOD

LOD

12''W12''W12''W12''W12''W12''W

''F

''F M

''F

LIMITS OF DISTURBANCE

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS

SINGLE ROW SILT FENCE (TYP.)

Sd1-NS Ds3Sd2-F

St LAT: 31.1828

LONG: -81.6386

CONSTRUCTION EXIT

CONCRETE WASHOUT

Du Ds1

Ds3

Sd4-C TEMPORARY SEDIMENT TRAP

WIDE: 29.8'

LONG: 29.8'

DEPTH: 2'

STORAGE PROVIDED: 167.5 CY

DRAINAGE AREA: 2.5 AC.

Sd4

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

OUTLET PROTECTION

OUTLET OPENING :

FLOW RATE (CFS):

VELOCITY (FPS):

TAILWATER CONDITION:

(MIN. or MAX.)

La:

Wup:

Wdown :

d RIPRAP SIZE:

MIN. RIPRAP THICKNESS(D):

DESIGN CRITERIA

max

St 18"

10.0 CFS

5.66 FPS

<0.5 Ø

6" 9"

13.5" 9'

4.5' 13.5'

LOD

LODLODLODLODLODLODLODLODLOD

LOD

19 19

1" = 50'

G \D

S\ C

O N

TIO

N P

- P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC PLAN - FINAL PHASE

EC3.2

TMV

50 FEET

50 25 50

TYLER M. VAUGHN, P.E., GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000099816, EXPIRES 10/07/25

S E

N O

T F

O R

C O

N S

T R

U C

SEEDING RATES FOR TEMPORARY & PERMANENT COVER

1. UNSCARIFIED

2. SCARIFIED

* 1*

* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE

ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED

NOTES

3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT

JUNE THRU OCTOBER

BACK OF CURB

INSTALL SILT FENCE

24" DEPTH LINED W/ PLASTIC

8' 8'

6' M

A X.

N.T.S.

G \D

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC DETAILS

EC4.1

TMV

S E

N O

T F

O R

C O

N S

T R

U C

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1-NS

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

PIPE OUTLET TO WELL DEFINED CHANNEL

3d D

PIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNEL

RIPRAP OUTLET PROTECTION

FABRIC AND SUPPORTING FRAME FOR

STEEL FRAME AND SILT FENCE INSTALLATION

INLET PROTECTIONSd2-F

Sd4TEMPORARY SEDIMENT TRAP

ROCK OUTLET

N.T.S.

G \D

S\ C

O N

TIO

N P

W G

Fe b 4,

- 1

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

ES & PC DETAILS

EC4.2

TMV

S E

N O

T F

O R

C O

N S

T R

U C

N http://www.thomasandhutton.com

Sheets and Views

CO COVER SHEET

GN1.1 GENERAL NOTES AND LEGENDS

GN1.2 OVERALL SITE PLAN

GN1.3 OVERALL SITE PLAN

EX1.1 EXISTING CONDITIONS AND DEMOLITION PLANS

EX1.2 EXISTING CONDITIONS AND DEMOLITION PLANS

C1.1 LAYOUT SIGNING & MARKING PLAN

C1.2 LAYOUT SIGNING & MARKING PLAN

C1.3 LAYOUT SIGNING & MARKING PLAN

C2.1 WATER AND SEWER PLAN

C2.2 WATER AND SEWER PLAN

C2.3 WATER AND SEWER DETAILS

C2.4 WATER AND SEWER DETAILS

C3.1 PAVING GRADING AND DRAINAGE PLAN

C3.2 PAVING GRADING AND DRAINAGE PLAN

C3.3 PAVING GRADING AND DRAINAGE PLAN

C3.4 DRAINAGE PROFILES

C3.5 PAVING GRADING AND DRAINAGE DETAILS

EC0.1 ES & PC NOTES

EC0.2 ES & PC NOTES

EC0.3 ES & PC NOTES

EC1.1 ES & PC PLAN - INITIAL PHASE

EC1.2 ES & PC PLAN - INITIAL PHASE

EC2.1 ES & PC PLAN - INTERMEDIATE PHASE

EC2.2 ES & PC PLAN - INTERMEDIATE PHASE

EC3.1 ES & PC PLAN - FINAL PHASE

EC3.2 ES & PC PLAN - FINAL PHASE

EC4.1 ES & PC DETAILS

EC4.2 ES & PC DETAILS

File details come from the government source that posted it. Updated Feb 9, 2026.