DARB Stormwater PhII_Stamped Drawings_Certified Final P3.pdf

PDF 30 MB Posted Jun 15, 2026

Attached to: Repair & Maintain Airfield Stormwater System Phase II
Solicitation number: FGWB21000AB_2
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Jun 15, 2026

This file contains stamped architectural and engineering drawings for the Repair & Maintain Airfield Stormwater System Phase II project at Dobbins Air Reserve Base. The drawings represent the certified final design documents for the stormwater drainage infrastructure improvements scheduled east of Taxiway 'J'.

The drawings depict the comprehensive stormwater system modifications including regrading and sodding of failed or disturbed slope areas to restore positive drainage and stabilization, cleaning and rehabilitation of existing flumes, pipes, and swales in basins III, IV, and V, and installation of new concrete flumes at multiple airfield locations to prevent erosion and standing water. The stamped and certified nature of these final drawings indicates they have been approved by a licensed professional engineer and are ready for construction implementation. These technical documents serve as the baseline specifications and spatial requirements for contractors responding to the Phase II solicitation and will guide all earthwork, drainage infrastructure installation, and site restoration activities required to achieve proper surface and subsurface drainage across the designated airfield areas.

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Other files

File	Type	Posted
DARB Stormwater PhII_Stamped Drawings_Certified Final P1.pdf	PDF	Jun 15, 2026
Pre Solicitation Notice_Drainage 2026_updated_4.pdf	PDF	Jun 15, 2026
DARB Stormwater PhII_Stamped Drawings_Certified Final P2.pdf	PDF	Jun 15, 2026
DARB Stormwater PhII_Stamped Specifications_Publish_Feb 2026.pdf	PDF	Jun 15, 2026

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SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

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BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

AT A TIME. CONSTRUCTION MUST BE PHASED TO LIMIT

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

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A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

AT A TIME. CONSTRUCTION MUST BE PHASED TO LIMIT

LAND DISTURBANCES TO 5 ACRES OR LESS.

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

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NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

AT A TIME. CONSTRUCTION MUST BE PHASED TO LIMIT

LAND DISTURBANCES TO 5 ACRES OR LESS.

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

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CLIN IV

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PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

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CE325 CE326

CE306 CE312

CE318

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CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

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U .S

. A R

M Y

C O

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E, K

-0

P A

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W A

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A N

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CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED BY GIS DATA AND GEOSURVEY, LTD.,

DATED 07/19/2018, REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED TO ENSURE

POSITIVE DRAINAGE AND ELIMINATION OF ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL DISTURBED AREA TO

PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL PERFORM A FOD CHECK WHEN

ENTERING AND EXITING THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE, AND REPLACE SOD ON SHOULDER THAT

CAN BE REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED AT A TIME. CONSTRUCTION MUST BE

PHASED TO LIMIT LAND DISTURBANCES TO 5 ACRES OR LESS.

10251025

S-230

3.3 Ac

S-240

2.6 Ac

S-1900

8.0 Ac

S-250

5.67 Ac

S-220

1.93 Ac

S-293 1.77Ac

10251025

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

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-0

P A

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W A

Y L

A N

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MATCHLINE-SEE SHEET CE314

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CE329

CE330

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CE301 CE302 CE303 CE304

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CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

S-692

7.7 Ac

S-310

6.5 Ac

S-680

3.41 Ac

S-690

1.74 Ac

S-994

5.25 AC

S-698

0.56 Ac

LOD

DLO

LOD

LOD LO

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

LOD LOD

LOD

D LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

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-0

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N o.

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D B

D R

B Y:

N N

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US Army Corps of Engineers®

Louisville District

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E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE315

C H

E-

C E3

C H

E-

C E3

MATCHLINE-SEE SHEET CE303

N A

N D

T C

O N

CE309

C E3

.d w g

Sd2-F

Sd2-F Sd2-B

Sd2-B

Ds4

Sd2-F

Sd2-B

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

S-696

7.58 Ac

DLO

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

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-0

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O N

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N o.

D B

C H

D B

D R

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N N

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US Army Corps of Engineers®

Louisville District

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. L

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E, G

R G

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N O

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-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE316

C H

E-

C E3

C H

E-

C E3

MATCHLINE-SEE SHEET CE304

N A

N D

T C

O N

CE310

C E3

.d w g

Sd1-S

Sd2-B

Sd2-F

Ds4

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

S-1125

10.64 AC

S-1280

4.72 AC

3994995996

993 99

LOD

LOD LOD

LOD

LODLOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

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-0

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W A

Y L

A N

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E A

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E C

O R

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N E

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-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

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US Army Corps of Engineers®

Louisville District

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, T

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. L

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M W

D O

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E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE317

C H

E-

C E3

MATCHLINE-SEE SHEET C-105

N A

N D

T C

O N

CE311

C E3

.d w g

Ds4

Sd1-S

Sd2-B

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

AT A TIME. CONSTRUCTION MUST BE PHASED TO LIMIT

LAND DISTURBANCES TO 5 ACRES OR LESS.

C H

E-

C E3

Sd2-B

COBB PARKW

(U.S. HIGHW

AY 41)

(VARIABLE R/W

1000 1000

1ST STREET

COBB PARKW

(U.S. HIGHW

AY 41)

(VARIABLE R/W

COBB PARKW

(U.S. HIGHW

AY 41)

(VARIABLE R/W

1000 1000

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

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-0

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Y L

A N

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E C

O R

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, G A

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-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

US Army Corps of Engineers®

Louisville District

H : X

:\F Y2

\0 4.

S H

: 0 1/

B Y:

N O

R M

, T

E D

Y 9, AN

D .M

. L

O R

E D

N M

D S

M W

D O

R R

E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE318

C H

E-

N A

N D

T C

O N

CE312

C E3

.d w g

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

S-1500

4.3 Ac

1000' PRIMARY SURFACE LIMIT

DEFLOREZ ROAD

D O

BBIN

S PATR

O L R

LOD

LODLOD

LOD

LOD LOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

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E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

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, G A

H O

N E

) 3

-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

US Army Corps of Engineers®

Louisville District

H : X

:\F Y2

\0 4.

S H

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B Y:

N O

R M

, T

E D

Y 9, AN

D .M

. L

O R

E D

N M

D S

M W

D O

R R

E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

C H

E-

C E3

MATCHLINE-SEE SHEET CE307

N A

N D

T C

O N

CE313

C E3

.d w g

Ds4

Sd2-B

JURISDICTIONAL

WATERWAY

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

10251025

S-1510

11.9 Ac

S-1525

8.0 Ac

S-1910

8.79 Ac

S-225

2.19 Ac

S-1520

3.79 Ac

S-1530

1.60 Ac1000' PRIMARY SURFACE LIMIT

10251025

A3 C-502

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLOD

LOD

LOD LO

LOD

LOD LOD LOD LOD LOD

LOD

LOD LO

LOD

LODLOD

LOD

LOD LOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

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E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

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, G A

H O

N E

) 3

-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

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N O

N U

US Army Corps of Engineers®

Louisville District

H : X

:\F Y2

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B Y:

N O

R M

, T

E D

Y 9, AN

D .M

. L

O R

E D

N M

D S

M W

D O

R R

E, G

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C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

C H

E-

C E3

C H

E-

C E3

MATCHLINE-SEE SHEET CE308

N A

N D

T C

O N

CE314

C E3

.d w g

Ds4

Sd2-B

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND SEDIMENT

CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM SEWER

NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED BY GIS

DATA AND GEOSURVEY, LTD., DATED 07/19/2018, REVISED:

11/03/2023. FIELD VERIFICATION IS REQUIRED TO ENSURE

POSITIVE DRAINAGE AND ELIMINATION OF ALL STANDING

WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING THE

AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE, AND

REPLACE SOD ON SHOULDER THAT CAN BE REESTABLISHED AT

THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH

OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED AT A

TIME. CONSTRUCTION MUST BE PHASED TO LIMIT LAND

DISTURBANCES TO 5 ACRES OR LESS.

10151015

S-2010

8.23 Ac

S-694

2.24 Ac

1000' PRIMARY SURFACE LIMIT

S-1944

4.16 Ac

S-1830

2.02 Ac

S-1840

0.96 Ac

10151015

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLOD

LOD

LOD LOD

LOD LO

LOD

LOD LOD

LOD

D LOD

LOD

LOD LOD

LOD

LOD LO

LOD

LODLOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

R S

E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

R S

, G A

H O

N E

) 3

-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

US Army Corps of Engineers®

Louisville District

H : X

:\F Y2

\0 4.

S H

: 0 1/

B Y:

N O

R M

, T

E D

Y 9, AN

D .M

. L

O R

E D

N M

D S

M W

D O

R R

E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE320

C H

E-

C E3

C H

E-

C E3

MATCHLINE-SEE SHEET CE309

N A

N D

T C

O N

CE315

C E3

.d w g

Ds4

Sd2-B

Sd2-F

Sd2-F Sd2-F

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

LOD

LODLOD

LOD

LODLO

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

R S

E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

R S

, G A

H O

N E

) 3

-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

US Army Corps of Engineers®

Louisville District

H : X

:\F Y2

\0 4.

S H

: 0 1/

B Y:

N O

R M

, T

E D

Y 9, AN

D .M

. L

O R

E D

N M

D S

M W

D O

R R

E, G

R G

C T

N O

W B

-0

W B

-0

CERTIFIED FINAL

MATCHLINE-SEE SHEET CE321

C H

E-

C E3

C H

E-

C E3

MATCHLINE-SEE SHEET CE310

N A

N D

T C

O N

CE316

C E3

.d w g

Ds4 Ds4

Ds4

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

C1 C-502

990990

980980

S-1140

37.48 AC

990990

980980

LOD

LODLOD

LOD

LOD LOD

LOD

D LO

LOD

DLOD

LOD

LOD LOD LOD

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TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

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MATCHLINE-SEE SHEET CE322

C H

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START SILT

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Sd1-SDs4KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND SEDIMENT

CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT ABBREVIATIONS

AND GENERAL, AIRFIELD, AND STORM SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED BY GIS DATA

AND GEOSURVEY, LTD., DATED 07/19/2018, REVISED: 11/03/2023. FIELD

VERIFICATION IS REQUIRED TO ENSURE POSITIVE DRAINAGE AND

ELIMINATION OF ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL DISTURBED AREA

TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL PERFORM A

FOD CHECK WHEN ENTERING AND EXITING THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE, AND REPLACE

SOD ON SHOULDER THAT CAN BE REESTABLISHED AT THE END OF THE

WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN

14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED AT A TIME.

CONSTRUCTION MUST BE PHASED TO LIMIT LAND DISTURBANCES TO 5

ACRES OR LESS.

1ST STREET

COBB PARKW

965966

LOD

LOD LO

LOD

LODLOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

R S

E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

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O N

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N o.

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C H

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N N

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Louisville District

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JURISDICTIONAL WATERWAY

Ds4

Sd2-F

START SILT

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KEY MAP

CLIN I

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CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

1000' PRIMARY SURFACE LIMIT

25' STATE BUFFER

50' COUNTY BUFFER

75' IMPERVIOUS BUFFER

25' STATE BU

FFER

50' C O

U N

TY BU

FFER

75' IM

PER

VIO

S BU

FFER

LOD

DLO

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

R S

E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

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, G A

H O

N E

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-7

O N

D J

O B

N o.

D B

C H

D B

D R

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N N

C O

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US Army Corps of Engineers®

Louisville District

H : X

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: 0 1/

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C H

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CE320

C E3

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Sd1-S

START

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Sd2-F

Sd2-F Sd2-F Sd1-S

Ds4

END

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START

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Sd1-S

Ds4

Sd2-F

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND

SEDIMENT CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM

SEWER NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED

BY GIS DATA AND GEOSURVEY, LTD., DATED 07/19/2018,

REVISED: 11/03/2023. FIELD VERIFICATION IS REQUIRED

TO ENSURE POSITIVE DRAINAGE AND ELIMINATION OF

ALL STANDING WATER.

4. REFER TO SHEET CE007 FOR SHEET KEY MAP.

5. CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL

DISTURBED AREA TO PRE-CONSTRUCTION CONDITION.

6. THE CONTRACTOR AND THEIR SUBCONTRACTORS SHALL

PERFORM A FOD CHECK WHEN ENTERING AND EXITING

THE AIRFIELD.

7. THE CONTRACTOR SHALL ONLY REMOVE, REGRADE,

AND REPLACE SOD ON SHOULDER THAT CAN BE

REESTABLISHED AT THE END OF THE WORK DAY.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

9. NO MORE THAN 5 ACRES OF LAND CAN BE DISTURBED

AT A TIME. CONSTRUCTION MUST BE PHASED TO LIMIT

EX. WETLANDS

75' IM

PER

VIO

S BU

FFER

50' C O

U N

TY BU

FFER

25' STATE BU

FFER

75' IM

PER

VIO

S BU

FFER

50' C O

U N

TY BU

FFER

25' STATE BU

FFER75' IM

PER

VIO

S BU

FFER

50' C

O U

TY BU

FFER

25' STATE BU

FFER

LOD

LODLO

LODLOD

LOD

LOD LOD

LOD

LODLOD

LOD

TANYA NORMAN, P.E.

P.E. No. 0038055, GA

DATE: 01/09/2026 ______________

1 2 3 4 5

SHEET ID

U .S

. A R

M Y

C O

O F

R S

E, K

-0

P A

R K

W A

Y L

A N

E S

E A

C H

E C

O R

N E

R S

, G A

H O

N E

) 3

-7

O N

D J

O B

N o.

D B

C H

D B

D R

B Y:

N N

C O

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N U

US Army Corps of Engineers®

Louisville District

H : X

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\0 4.

S H

: 0 1/

B Y:

N O

R M

, T

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D .M

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E D

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N O

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-0

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-0

CERTIFIED FINAL

C H

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MATCHLINE-SEE SHEET CE316

N A

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T C

O N

CE321

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Sd1-S

END

SILT FENCE

Sd1-S

Sd2-B

Sd2-B Ds4

CONCRETE WASHDOWN

SEE DETAIL B1/CE501

KEY MAP

CLIN I

N I

CE329

CE330

CE331

CE301 CE302 CE303 CE304

CE307

CE308 CE309 CE310 CE311

CE313 CE314 CE315 CE316 CE317

CE320 CE321 CE322

CE325 CE326

CE306 CE312

CE318

CE223

CLIN IV

CLIN III

PLAN

NORTH

A1 EROSION AND SEDIMENT CONTROL FINAL PLAN

GENERAL SHEET NOTES

1. REFER TO SHEETS CE001-CE006 FOR EROSION AND SEDIMENT

CONTROL NOTES.

2. REFER TO SHEETS C-001 AND C-002 FOR PROJECT

ABBREVIATIONS AND GENERAL, AIRFIELD, AND STORM SEWER

NOTES.

3. EXISTING INFORMATION AND TOPOGRAPHY PROVIDED BY GIS

DATA AND GEOSURVEY, LTD., DATED 07/19/2018, REVISED:

11/03/2023. FIELD VERIFICATION IS REQUIRED TO ENSURE

POSIT…

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