1_16_26_TABBY TRAIL_ROOKERY.pdf

ST. MARYS INDUSTRIAL PARK, SITE 2

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ST. MARYS INDUSTRIAL PARK, SITE 2

P O I N T P E T E R R O A D P O I N T P E T E R R O A D

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NOW OR FORMERLY LANDS OF

OLD WEED & READY

PLANTATION, LLC

NOW OR FORMERLY LANDS OF

OLD WEED & READY

PLANTATION, LLC

NOW OR FORMERLY LANDS OF

MANNA PROPERTIES, INC.

NOW OR FORMERLY LANDS OF

CITY OF ST. MARYS

NOW OR FORMERLY LANDS OF

HARBOR CITY MANAGEMENT & DEVELOPMENT COMPANY, INC. M

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PERMIT SET

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12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

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TABBY TRAIL - ROOKERY

FOR

CAMDEN COUNTY, GEORGIA

LOCATION MAP

COVER

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CITY OF ST. MARY

RECEIVING WATERS:

ST MARYS RIVER

RECEIVING WATERS:

ST MARYS RIVER

1" = 1000'

PROJECT LOCATION

ENGINEER

MC2D

109 READDICK AVE,

KINGSLAND GA

912-322-5516

SURVEYOR:

AKM SURVEYING, INC.

JEFF FOSTER

(912) 729-1507

819 POINT PETER RD

P.O. BOX 5730

ST. MARYS, GA. 31558

OWNER :

ST. MARYS

912-882-4415 www.stmarysga.gov

CITY OF ST. MARYS APPROVAL

PLANNING AND ZONING

CITY OF ST. MARYS APPROVAL

FIRE DEPARTMENT

CITY OF ST. MARYS APPROVAL

PUBLIC WORKS

DATE ISSUED FOR CONSTRUCTION

Sheet List Table Sheet

Number Sheet Title

01 COVER 12/3/2025

02 CONSTRUCTION NOTES 12/3/2025

03 EXISTING CONDITIONS 12/3/2025

04 STAKING PLAN 12/3/2025

05 GRADING 12/3/2025

06 ES&PC PLAN 12/3/2025

07 DETAILS 12/3/2025

1.16.26

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12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

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CONSTRUCTION NOTES

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N.T.S.

GENERAL NOTES

1. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, OR FEDERAL REGULATIONS AS THEY SHALL SUPERCEDE THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS, THEY SHOULD IMMEDIATELY BRING THIS TO THE ATTENTION OF THE ENGINEER.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING INFRASTRUCTURE AS

SHOWN ON THESE PLANS ARE BASED ON EXISTING RECORDS AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO EVALUATE ALL EXISTING INFRASTRUCTURE WHICH MAY CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS AND COORDINATE WITH THE ENGINEER FOR ADJUSTMENT OF THE WORK AS NECESSARY TO MAINTAIN ADEQUATE SEPARATION SHOULD A CONFLICT EXIST. CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING ELEVATIONS BEFORE AND DURING (WHILE UNCOVERED)

CONSTRUCTION.

3. ALL IN-PLACE IMPROVEMENTS WILL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. ANY DAMAGES WILL BE REPAIRED TO THE RESPECTIVE OWNER'S SATISFACTION BY THE CONTRACTOR AT NO ADDITIONAL COMPENSATION.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING, DE-WATERING, AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS AS WELL AS SUBSEQUENT WORK AGREED TO BETWEEN THE OWNER AND CONTRACTOR. THE OWNER AND THE DESIGN ENGINEER ACCEPT NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS.

5. THE CONTRACTOR SHALL COORDINATE SITE CONSTRUCTION WITH ALL UTILITY CONSTRUCTION (POWER, TELEPHONE, GAS, CABLE, ETC.) AND OTHER WHICH MAY BE SPECIFIC TO THE PROJECT.

6. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATION, RELOCATION, AND TIE-IN TO PUBLIC UTILITIES. ALSO, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS, INCLUDING, THE CITY INSPECTORS, PRIOR TO SITE CONSTRUCTION,

7. THE OFFICE OF THE CITY ENGINEER AND PUBLIC WORKS DIRECTOR SHALL BE GIVEN AT LEAST ONE (1) WEEK'S NOTICE PRIOR TO BEGINNING ANY CONSTRUCTION, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.

8. NO WORK SHALL BEGIN ON THIS PROJECT WITHOUT AT LEAST 24 HOURS ADVANCE NOTIFICATION TO THE OWNER AND THE ENGINEER.

IN ADDITION, NO WORK IS TO TAKE PLACE WITHOUT AN APPROVED SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE. WORK IS TO

BE COORDINATED WITH ALL OTHER OPERATIONS ACTIVITIES.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION.

10. THE CONTRACTOR IS REQUIRED TO MEET ALL APPLICABLE REGULATIONS CONCERNING PROJECT SAFETY AND ASSUMES FULL

RESPONSIBILITY FOR SAFETY ON THE PROJECT.

11. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ALL SURFACE AND SUBSURFACE CONDITIONS. THE CONTRACTOR WITH CONSULTATION WITH THE ENGINEER SHALL TOGETHER DETERMINE WHAT MATERIAL, IF ANY, IS TO BE WASTED.

12. ALL UNSUITABLE MATERIALS FROM CLEARING, GRUBBING, AND OTHER ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT THE

CONTRACTOR'S EXPENSE.

13. AFTER THE FINAL INSPECTION HAS BEEN PERFORMED AND ALL ITEMS ARE SATISFACTORY TO THE CITY, AS-BUILTS SHALL BE SUBMITTED THE ENGINEER ALONG WITH A LETTER OF TRANSMITTAL. ACCEPTABLE SUBMITTALS WILL BE APPROVED IN WRITING.

SUBMITTALS REQUIRING CORRECTIONS BEFORE BEING ACCEPTABLE WILL SO BE NOTED. AS-BUILTS MUST BE RESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE LETTER OF ACCEPTANCE BEING ISSUED BY THE ENGINEER(S).

14. ALL FIELD CHANGES SHALL BE AUTHORIZED BY THE OWNER IN WRITING IN ADVANCE OF THE WORK. IF CHANGES ARE MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER, CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MAKING THE NECESSARY CHANGES TO BRING THE CONSTRUCTION INTO CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS AT NO

COST TO THE OWNER.

15. THE AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON

THE PLANS.

16. ALL CITY WATER UTILIZED DURING CONSTRUCTION SHALL BE METERED THROUGH A CONSTRUCTION WATER METER (OBTAINED FROM

THE CITY OF ST. MARY'S) EQUIPPED WITH AN APPROVED BACK FLOW DEVICE.

17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL PROPOSED CONSTRUCTION FOR FEASIBILITY AND FUNCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR WARRANTED CONCERNS

PERTAINING TO DESIGN AND CONSTRUCTION.

18. THE PLANS WERE PREPARED IN ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING DESIGN. THE ENGINEER, NOR ITS PERSONNEL, CAN OR DO WARRANT THESE PLANS AS CONSTRUCTED EXCEPT WHERE THE ENGINEER INSPECTS AND CONTROLS

THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE.

19. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE CURRENT CITY OF ST. MARYS STANDARDS AND SPECIFICATIONS AND

WITH ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES AND LAWS.

20. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE THE CONSTRUCTION.

21. ALL CONTRACTORS SHALL FURNISH "AS-BUILTS" ON MYLAR AS REQUIRED BY THE CITY OF ST. MARYS.

22. DEVIATION FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER MAY CAUSE THE

WORK TO BE UNACCEPTABLE.

23. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-IN TO PUBLIC UTILITIES. ALSO, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS, INCLUDING

CITY INSPECTORS PRIOR TO BEGINNING SITE CONSTRUCTION.

24. IN THE CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES, THE CONTRACTOR IS TO NOTIFY THE ENGINEER

IMMEDIATELY.

25. ALL WORK TO BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION OF ROADS & BRIDGES CURRENT EDITION, SUPPLEMENTAL SPECIFICATION & SPECIAL PROVISIONS.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, RELOCATING, MAINTAINING AND REINSTALLING THE THE PROPERTY OWNER'S MAILBOX TO AN AREA OUTSIDE THE CONSTRUCTION LIMITS DURING THE LIFE OF THE CONTRACT. THE LOCATION OF THE MAILBOX SHALL BE CONVENIENT TO BOTH THE MAIL CARRIER AND THE PATRON, YET NOT INTERFERE WITH THE PROPOSED WORK. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONFER WITH THE POST OFFICE SERVING THE AREA. ALL COSTS INCURRED FOR

COMPLIANCE WITH THESE REQUIREMENTS SHALL BE INCLUDED IN THE BID PRICE.

27. AT LOCATIONS WHERE NEW PAVEMENT IS TO BE PLACED ADJACENT TO EXISTING PAVEMENT WITHOUT OVERLAY, A JOINT SHALL BE SAWCUT ON A LINE ESTABLISHED BY THE ENGINEER TO ENSURE PAVEMENT REMOVAL TO A NEAT LINE. COSTS INCURRED FOR

SAWCUT JOINTS, WHEN REQUIRED, SHALL BE INCLUDED IN THE BID PRICE.

28. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT AND DISPOSE OF ANY

UNSUITABLE MATERIAL.

SURVEY NOTES

1. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY PRIVETT AND

ASSOCIATES, INC..

2. FOR TOPOGRAPHICAL INFORMATION, SEE SURVEY PREPARED BY PRIVETT AND

ASSOCIATES, INC..

3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988

(N.G.V.D.) AS DETERMINED BY PRIVETT AND ASSOCIATES, INC..

PAVING

1. RIGHT-OF-WAY INFORMATION OBTAINED FROM AKM SURVEYORS.

2. ALL ELEVATIONS SHOWN ARE IN FEET AND BASED ON 1988 N.G.V.D..

3. ALL BASES SHALL BE PRIMED IN ACCORDANCE WITH THE D.O.T.

STANDARD SPECIFICATIONS, CURRENT EDITION. TACK COAT SHALL NOT

BE REQUIRED ON PRIMED BASES EXCEPT ON AREAS WHICH HAVE

BECOME EXCESSIVELY DIRTY AND CANNOT BE CLEANED, OR, IN AREAS

WHERE THE PRIME HAS CURED AND LOST ALL BONDING EFFECT. TACK

COAT MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO

D.O.T. STANDARD SPECIFICATIONS, 1993 EDITION.

4. TESTS FOR BASE THICKNESS AND COMPACTION SHALL BE LOCATED NO

MORE THAN 150 FEET APART AND SHALL BE STAGGERED TO THE LEFT,

RIGHT, AND CENTER OF THE ROADWAY. IF TESTS INDICATE THICKNESS

LESS THAN THOSE ALLOWED BY D.O.T. SPECIFICATIONS, THE

CONTRACTOR MAY EITHER INCREASE THE THICKNESS, RECOMPACT

AND RETEST TO MEET SPECIFIED VALUES, OR SUBSTITUTE 1/2 INCH

ADDITIONAL SURFACE COURSE FOR EACH INCH OR FRACTION THEREOF

THE BASE COURSE WHICH DOES NOT MEET THE SPECIFIED THICKNESS.

5. ALL PAVEMENT SECTION ELEMENTS SHALL BE TESTED AS REQUIRED BY

THE CITY OF ST. MARYS AT THE CONTRACTOR'S EXPENSE.

TRAFFIC CONTROL

1. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN

TO THE CITY OF ST. MARYS THAT MEETS ALL CURRENT GEORGIA DEPARTMENT

OF TRANSPORTATION AND MUTCD REQUIREMENTS. THE CONTRACTOR SHALL

NOTIFY THE CITY OF ST. MARYS OF TRAFFIC CLOSURE AT LEAST ONE WEEK

BEFORE CONSTRUCTION.

PROJECT SPECIFIC NOTES

1. THIS PROJECT HAS A TOTAL AREA OF X.XX ACRES AND THE EXPECTED

DISTURBANCE IS X.XX ACRES.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND

FURNISH THE DISPOSAL AREAS NECESSARY FOR THIS PROJECT AND SHALL

BE DONE IN A MANNER ACCEPTABLE TO AND AS DIRECTED BY THE ENGINEER.

3. LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

4. NO CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE CONSTRUCTION

LIMITS IN WETLAND AREAS.

5. ONLY CONCRETE PIPE SHALL BE USED ON THIS PROJECT.

6. IN COMPLIANCE WITH GEORGIA LAW, CALL BEFORE YOU DIG. THE TOOL FREE

NUMBER IS 1-800-282-7411.

7. ALL DRIVEWAYS, WHERE ACCESS IS ALLOWED, SHALL BE PLACED AS

DIRECTED BY THE ENGINEER IN ACCORDANCE WITH THE RULES AND

REGULATIONS FOR CONTROL AND PROTECTION OF DEPARTMENT OF

TRANSPORTATION RIGHTS-OF-WAY, ADOPTED BY THE STATE HIGHWAY

BOARD OF GEORGIA. ALL DRIVEWAYS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE DETAILED DRAWING, SEE SHEET --. THE DRIVEWAY

LOCATIONS INDICATED ON THE PLANS ARE FROM THE BEST AVAILABLE DATA.

THE CONTRACTOR SHALL CONSTRUCT NEW DRIVEWAYS TO MATCH THE

ACTUAL FIELD LOCATION OF EXISTING DRIVEWAYS WHERE THEY ARE NOT IN

CONFLICT WITH THE RULES AND REGULATIONS. THE CONTRACTOR SHALL

OBTAIN THE APPROVAL OF THE ENGINEER PRIOR TO MAKING ANY REVISIONS

SUCH AS TO LOCATION, WIDTH, AND/OR NUMBER OF DRIVES TO BE

CONSTRUCTED WHERE REQUIRED.

8. UTILITY OWNERS LISTED BELOW HAVE FACILITIES IN THE AREA WHICH MAY

CONFLICT WITH CONSTRUCTION:

ELECTRIC UTILITY

OWNER:

CONTACT:

TELEPHONE UTILITY

OWNER:

CONTACT:

EARTHWORK

1. SEE SOIL AND EROSION CONTROL PLAN FOR SOILS CLASSIFICATION.

2. SUBGRADE: SUBSURFACE HAS BEEN INVESTIGATED ONLY AS

SHOWN. ALL UNSUITABLE MATERIAL IN PAVEMENT OR BUILDING

AREAS SHALL BE REMOVED TO A DEPTH OF 3.0 FEET BELOW

SUBGRADE. BACKFILL WITH SUITABLE MATERIAL.

3. WHERE EXISTING SOILS TO BE USED IN THE STABILIZED SUBGRADE

HAVE THE REQUIRED BEARING VALUE, NO ADDITIONAL STABILIZING

MATERIAL NEED BE ADDED OR MIXED IN. THE STABILIZING MATERIAL,

IF REQUIRED, SHALL BE HIGH-BEARING VALUE SOIL, SAND-CLAY,

LIMEROCK, OR OTHER MATERIAL APPROVED BY THE CITY. THE

CONSTRUCTION OF THE STABILIZED SUBGRADE, INCLUDING

COMPACTION, SHALL CONFORM TO THE D.O.T. STANDARD

SPECIFICATIONS, 1993 EDITION.

4. THE UPPER ONE FOOT OF MATERIAL BELOW THE ROADWAY BASE

COURSE, HEREIN AFTER REFERRED TO AS STABILIZED SUBGRADE,

SHALL BE COMPACTED TO DENSITIES OF AT LEAST 98% OF THE

MODIFIED PROCTOR MAXIMUM DRY WEIGHT DENSITY (ASTM D1557).

AFTER COMPLETING CLEARING/STRIPPING OPERATIONS, THE

NATURAL SOILS BENEATH THE PAVEMENT AREAS SHALL BE

COMPACTED UNTIL DENSITIES OF AT LEAST 98% OF THE MODIFIED

PROCTOR MAXIMUM DRY WEIGHT DENSITY (ASTM D1557) HAVE BEEN

ACHIEVED WITHIN THE UPPER ONE FOOT. NATURAL SOILS SHALL

EXHIBIT MOISTURE CONTENTS WITHIN 2% OF THE MODIFIED

PROCTOR MAXIMUM DRY WEIGHT DENSITY MOISTURE CONTENT.

5. STRUCTURAL FILL REQUIRED FOR BUILDING PADS AND PAVEMENT

AREAS SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12

INCHES IN THICKNESS AND SHALL BE COMPACTED TO DENSITIES

EQUIVALENT TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY

WEIGHT DENSITY (ASTM D1557), AND WITHIN 2% OF THE OPTIMUM

MOISTURE CONTENT. STRUCTURAL FILL IS DEFINED AS

NON-PLASTIC, INORGANIC (CONTAINING LESS THAN 4.0% ORGANICS),

GRANULAR SOIL CONTAINING LESS THAN 10% MATERIAL PASSING

THE 200 MESH SIEVE (I.E. RELATIVELY CLEAN SAND). COMPACTION

SHALL BE TESTED IN EACH LIFT AND RESULTS SUBMITTED TO THE

ENGINEER FOR REVIEW.

6. CONTRACTOR MUST PROVIDE CERTIFIED TEST RESULTS OF THE

DEGREES OF COMPACTION OF THE SUBGRADE AND THE BASE FROM

AN INDEPENDENT, QUALIFIED TEST LABORATORY. ALL BUILDING

PAD AND PAVEMENT AREAS SHALL BE PROOF ROLLED PRIOR TO

ACCEPTANCE BY ENGINEER.

7. TESTS FOR THE STABILIZED SUBGRADE BEARING CAPACITY AND

COMPACTION SHALL BE LOCATED NO MORE THAN 300 FEET APART

AND SHALL BE STAGGERED TO THE LEFT, RIGHT, AND CENTERLINE

OF THE ROADWAY.

8. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO

PREPARATION OF SUBGRADE FOR PAVEMENT.

SECONDARY PERMITTEE(S)

NOTE: THIS MASTER LIST TO BE COMPLETED AND SIGNED, KEPT IN THE "ON-SITE"

CONSTRUCTION TRAILER.

SECONDARY PERMITTEE(S) SIGN WHEN RECEIVING PLANS. ALL SECONDARY

PERMITTEE(S) MUST SUBMIT NOI AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION

ACTIVITY.

NAME: PHONE:

COMPANY: FAX:

ADDRESS:

SIGNATURE

GSWCC LEVEL IA CERTIFICATION NO.

NAME: PHONE:

COMPANY: FAX:

ADDRESS:

SIGNATURE

GSWCC LEVEL IA CERTIFICATION NO.

NAME: PHONE:

COMPANY: FAX:

ADDRESS:

SIGNATURE

GSWCC LEVEL IA CERTIFICATION NO.

EROSION CONTROL CERTIFICATION

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

POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND

COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES

REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE

DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN

GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER

CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN

WHICH LAND DISTURBING ACTIVITY WAS PERMITTED. THE PLAN

PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE

SAMPLING OF THE STORM OUTFALLS. THE DESIGNED SYSTEM OF

BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS

EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE

GENERAL NPDES PERMIT NO. GAR 100003.

2. "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED

AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY

MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT

SUPERVISION."

3. "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL

ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR

SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO

ASSURE THAT QUALIFIED PERSONAL PROPERLY GATHER AND

EVALUATE THE INFORMATION SUBMITTED. BASED UPON MY INQUIRY

OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE

PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE

INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY

KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM

AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING

FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND

IMPRISONMENT FOR KNOWING VIOLATIONS."

JONATHAN MCDILL, P.E.

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000069802

EROSION CONTROL NOTES

1. THE PROJECT SITE DOES NOT LIE WITHIN A FLOOD PLAIN.

2. THIS SITE IS WITHIN 250 FEET OF STATE WATERS EXISTING IN THE FORM OF

JURISDICTIONAL WETLANDS AND THEIR TRIBUTARIES.

3. NO SITE ACTIVITY SHALL BE CONDUCTED WITHIN DELINEATED STREAM BUFFERS (IF

ANY) WITHOUT PROPER VARIANCES FROM EPD AND/OR LOCAL ISSUING AUTHORITY.

4. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR

TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT

GROUND COVER IS ESTABLISHED.

5. NO JURISDICTIONAL WETLANDS EXIST WITHIN THE LIMITS OF THIS PROJECT.

"THE ESCAPE OF SEDIMENT FROM THIS SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO, OR CONCURRENT WITH 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 A MULCH OR TEMPORARY SEEDING."

NAME: CHRIS AMOS, CITY ENGINEER

ADDRESS: 819 POINT PETER RD, ST MARYS, GA 31558

PHONE: (912) 882-4415

JONATHAN MCDILL, P.E.

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION NO. 0000069802

NAME: CHRIS AMOS, CITY ENGINEER

ADDRESS: 819 POINT PETER RD, ST. MARYS, GA 31558

PHONE: (912) 882-4415

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PERMIT SET

(FOR 24"X36" PLOT)

12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

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EXISTING CONDITIONS

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LEGEND

EXISTING SEWER MANHOLE

D EXISTING STORM MANHOLE

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PROPOSED SEWER LINE

EXISTING TELEPHONE LINE

EXISTING WATER

EXISTING STORM PIPE

EXISTING OVERHEAD POWER

EXISTING GAS

Know what's below.

before you dig.Call

R

1" = 20'

40'0' 20'

SCALE

P O I N T P E T E R R O A D P O I N T P E T E R R O A D

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10'

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PERMIT SET

(FOR 24"X36" PLOT)

12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

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STAKING PLAN

Know what's below.

before you dig.Call

R

1" = 20'

40'0' 20'

SCALE

PROPOSED CONCRETE

LEGEND

PROPOSED STRIPING

10' SIDEWALK / MULTIUSE PATH

P O I N T P E T E R R O A D P O I N T P E T E R R O A D

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D

14.64 14.52

14.75 ME

14.58

14.99 ME

14.97

15.24 ME 15.23 ME

14.97 ME 15.03 ME

-0 .8

9%

-1 .5

0%

-1 .5

0%

-1 .5

0%

-1 .2

1%

15 15

14.93'15.14'15.13'15.18'15.24'15.30'15.32'15.07'14.98'14.58'14.69'14.55'

13+0014+0015+0016+0017+0018+00

12 13

12 12

15.09 ME15.12 ME

JM

JM

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

RE

VI

SI

O

N S

NO

DE

SC

RI

PT

IO

N

DA

TE

PERMIT SET

(FOR 24"X36" PLOT)

12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

ST

. M

AR

YS

, G

EO

R G

IA

PR

EP

AR

ED

F

O R:

CI

TY

O F

ST

. M

AR

Y

Re ad di ck

A ve nu e

Ki ng sla nd

, G A

1" = 20'

GRADING

G R

AD

IN

G

PROPOSED CONCRETE

LEGEND

PROPOSED STRIPING

Know what's below.

before you dig.Call

R

1" = 20'

40'0' 20'

SCALE

P O I N T P E T E R R O A D P O I N T P E T E R R O A D

IN

D

U

ST

R

IA

L D

R

IV

E NOW OR FORMERLY LANDS OF

CITY OF ST. MARYS

D

15 1515

14.93'15.14'15.13'15.18'15.24'15.30'15.32'15.07'14.98'14.58'14.69'14.55'

13+0014+0015+0016+0017+0018+00

12 13

12 12

LIMITS OF

DISTURBANCE

Sd1-NS

SINGLE ROW

LIMITS OF

DISTURBANCE

Sd1-NS

SINGLE ROW

Cd-Hb

SEE DETAIL

Cd-Hb

SEE DETAIL

Cd-Hb

SEE DETAIL

JM

JM

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

RE

VI

SI

O

N S

NO

DE

SC

RI

PT

IO

N

DA

TE

PERMIT SET

(FOR 24"X36" PLOT)

12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

ST

. M

AR

YS

, G

EO

R G

IA

PR

EP

AR

ED

F

O R:

CI

TY

O F

ST

. M

AR

Y

Re ad di ck

A ve nu e

Ki ng sla nd

, G A

1" = 20'

ES&PC PLAN

ES

&P

C P

LA

N

LEGEND

Know what's below.

before you dig.Call

R

1" = 20'

40'0' 20'

SCALE

SEDIMENT BARRIER AS NOTEDSd1

LIMIT OF DISTURBANCE

CHECK DAM- STRAW BALES

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

CONTENT:

RE

VI

SI

O

N S

NO

DE

SC

RI

PT

IO

N

DA

TE

PERMIT SET

(FOR 24"X36" PLOT)

12/3/2025

No. 043385

PROFESSIONAL

JONATHAN MCDILL, P.E.

LEVEL II CERTIFICATION #: 0000069802

ST

. M

AR

YS

, G

EO

R G

IA

PR

EP

AR

ED

F

O R:

CI

TY

O F

ST

. M

AR

Y

Re ad di ck

A ve nu e

Ki ng sla nd

, G A

1" = 20'

D

ET

AI

LS

DETAILS

N.T.S.

TYPICAL FLARED END SECTION

NTS

4" CONCRETE

SIDEWALK

(MIN 3000 PSI)

12" SUBGRADE COMPACTED

TO 98% STANDARD

PROCTOR MAXIMUM DRY

WEIGHT DENSITY

SEE PLAN

NOTE: 1. EXPANSION JOINTS LOCATED AT 20' O.C.

2. TOOLED JOINTS LOCATED AT 5' O.C.

3. ALL SIDEWALKS TO HAVE A 1.0% CROSS

SLOPE

6" TURNDOWN,

TYPICAL EACH

SIDE

CONCRETE SIDEWALK DETAIL

NTS