26900_0015 _ ESPC Grading Plans_5_12_2026.pdf

PDF 18 MB Posted Jun 22, 2026

Attached to: Moore Tract - ESPC & Grading
Solicitation number: PE-77544-NONST-2026-000000002
Issued by: Ware County, Georgia

About this file

Written by GovTribe AI · Jul 1, 2026

This document is an ESPC (Energy Savings Performance Contract) Grading Plan prepared by Thomas and Hutton for JDA Stanton Springs and property owner Andrea Gray, covering site clearing and erosion control work for the Moore Tract located at 13924 Highway 278, Social Circle, Georgia 30025. The project encompasses 22.0 acres of land disturbance across four parcel tax identification numbers, with the grading plan prepared on May 12, 2026. The work includes site clearing, silt fence installation, temporary sediment basins, erosion and sediment control best management practices (BMPs), and grading and drainage infrastructure. The plan is organized into construction phases: an initial phase limiting disturbance to 2.2 acres for perimeter erosion control installation, followed by a construction and final phase covering the remaining acreage. Key features include two drainage basins (Basin 1 with 9.1 acres and Basin 2 with 6.0 acres), 16 temporary downdrains using 18-inch HDPE pipe, temporary sediment traps, rock filter dams, and outlet protection structures. The project requires a 7-day inspection following initial phase BMP installation before major grading operations commence. All cleared areas must be stabilized within 14 days of disturbance completion using temporary seeding and mulching, with permanent vegetation establishment required to achieve 70 percent density before BMP removal.

The grading and drainage design includes 60 linear feet of 24-inch reinforced concrete pipe at 1.00 percent slope and 62 linear feet of 18-inch reinforced concrete pipe at 0.57 percent slope, with detailed outlet protection specifications including riprap sizing and check dam installations. Soil conditions across the site include multiple series classifications ranging from Ashlar Sandy Loam to Pacolet Sandy Clay Loam with varying slope percentages. The plan incorporates comprehensive environmental controls including 25-foot state waters buffers, protection of existing wetlands and flood zones, and compliance with Georgia's Manual for Erosion and Sediment Control standards. The site contains existing utilities including overhead power lines, underground communications, gas lines, water mains, sewer lines, and a 12-inch force main, with a 16.5-foot communications easement and 40-foot sewer easement noted. Daily inspection and maintenance of all BMPs is required throughout construction, with dust control by water truck or temporary mulching mandated for all disturbed areas. The construction contractor is responsible for construction exit installation, tree removal, slope roughening, and all erosion control monitoring and repairs prior to final site stabilization and grassing approval.

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File	Type	Posted
26900_0015 _ Moore Tract Specs.pdf	PDF	Jun 22, 2026
Invitation to Bid.pdf	PDF	Jun 22, 2026

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PARCEL BOUNDARY

HWY 278

LITTLE RIVER

NELSON CREEK

REV. NO. REVISION

REVISION HISTORY

BY DATE

SUBMITTED TO

SUBMITTAL HISTORY

DATEDATE

J-

O O

Know what'sbelow.

before you dig.Call

SITE CLEARING PLANS

MOORE TRACT

ESPC GRADING PLAN

13924 HWY 278

SOCIAL CIRCLE, GA 30025

PREPARED FOR:

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

MONROE, GA 30655

ANDREA@ANDREAPGRAY.COM

MAY 12, 2026

TM# 0124000000039000,

0124000000048000, 0134000000005J00, 0134000000005I00, 0134000000005K00

J-26900.0015

VICINITY MAP

SCALE: 1" = 1000'

SITE

PREPARED BY:

3633 Wheeler Road • Suite 385 Augusta, GA 30909 p.762.212.4870 www.thomasandhutton.com

G \D

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GSWCC ID: 0000064323

EXP: 12/22/2027

Sheet List Table Sheet

Number Sheet Title

C0 COVER SHEET

C1.1 EXISTING CONDITIONS - OVERALL SITE

EC0.1 EROSION CONTROL NOTES

EC0.2 EROSION CONTROL NOTES

EC0.3 EROSION CONTROL NOTES

EC1.1 EROSION CONTROL PLAN - INITIAL PHASE

EC1.2 EROSION CONTROL PLAN - INITIAL PHASE

EC2.1 EROSION CONTROL PLAN - CONSTRUCTION - FINAL PHASE

EC2.2 EROSION CONTROL PLAN - CONSTRUCTION - FINAL PHASE

EC4.1 EROSION CONTROL DETAILS

EC4.2 EROSION CONTROL DETAILS

EC4.3 EROSION CONTROL DETAILS

EC4.4 EROSION CONTROL DETAILS

EC4.5 EROSION CONTROL DETAILS

C3.1 GRADING AND DRAINAGE PLAN AND PROFILE

C3.2 GRADING AND DRAINAGE PLAN

C3.3 GRADING AND DRAINAGE DETAILS

http://www.thomasandhutton.com rutt.z Text Box 05/12/2026 rutt.z Snapshot rutt.z Civil Plans - Final - Review

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X X X X

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UTL

OHP OHP OHP OHP OHP OHP OHP

UTL

UGC

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UGG

GAS

PROPERTY BOUNDARY (TYP.)

EXISTING OVERHEAD

POWER (TYP.)

EXISTING WETLANDS (TYP.)

EXISTING TRIBUTARY TO

LITTLE RIVER

EXISTING WATER MAIN

EXISTING UNDERGROUND COMMUNICATIONS

EXISTING GAS LINE

EXISTING WATER MAIN

EXISTING BUILDING

EXISTING FENCE (TYP.)

EXISTING WETLANDS (TYP.)

ABANDONED PROPERTY LINE

25' SETBACK (TYP.)

55' FRONT SETBACK (TYP.)

25' BUFFER ALONG

STATE WATERS (TYP.)

EXISTING 12" FORCE MAIN

40' SEWER EASEMENT

EXISTING GRAVITY SEWER

FLOOD ZONE A (TYP.)

16.5' UTILITY EA

SEM

FLOOD ZONE A (TYP.)

ABANDONED PROPERTY

LINE

ABANDONED PROPERTY LINE

HWY 278

60' R/W

LITTLE RIVER

NELSON CREEK

ADJACENT PROPERTY BOUNDARY (TYP.)

EXISTING BOX CULVERT

EXISTING CONCRETE

DRIVEWAY

10' W A

TER

SEM

25' BUFFER ALONG

STATE WATERS (TYP.)

1" = 200'

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS -

OVERALL SITE

C1.1 26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

05/12/2026

WHE

3633 Wheeler Road • Suite 385 Augusta, GA 30909 • 762.212.4870 www.thomasandhutton.com

GRAPHIC SCALE:

1 INCH =

200 FEET

200 100 200 http://www.thomasandhutton.com rutt.z Snapshot

3633 Wheeler Road • Suite 385 Augusta, GA 30909 • 762.212.4870 www.thomasandhutton.com http://www.thomasandhutton.com rutt.z Snapshot www.thomasandhutton.com http://www.thomasandhutton.com rutt.z Snapshot

3633 Wheeler Road • Suite 385 Augusta, GA 30909 • 762.212.4870 www.thomasandhutton.com http://www.thomasandhutton.com rutt.z Snapshot

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X X X

X X

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X X

X X X X X

X X

X X X

X X

X X X X X X X

X X X

X X

W W

UTL

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP

UTL

UTL UTL

UTL

UGC

UTL

UGC

UGG

UGG UGG

UGG

GAS

X X

LAT: 33.6059

LONG: -83.7159

UPSTREAM SAMPLING LOCATION

LITTLE RIVER

TRIBUTARY TO LITTLE RIVER

(INTERMITTENT STREAM)

25' STATE WATERS

BUFFER (TYP)

EXISTING WETLANDS (TYP.)

FLOOD ZONE A (TYP.)

PROPERTY BOUNDARY (TYP.)

LITTLE RIVER

(PERENNIAL STREAM)

25' STATE WATERS

BUFFER (TYP)

SOIL SERIES

DELINEATION (TYP.)

72472

65665

652654656658

664666668672674

682684

LOD

DLOD

LOD

LODLOD

Sd1-S

PROVIDE TWO ROWS OF

Sd1-S ALONG STATE WATERS

AND SENSITIVE AREAS (TYP.)

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LIMITS OF DISTURBANCE (±2.2 AC)

FOR INITIAL PHASE - ONLY WHAT IS

REQUIRED TO INSTALL PERIMETER

SILT FENCE

Ds1 Ds2

DuDs1 Ds2

1" = 100'

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL PLAN -

INITIAL PHASE

EC1.1

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100

CONSTRUCTION SEQUENCE - INITIALIZATION

1. THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION EXIT IN ACCORDANCE WITH THE "MANUAL FOR

EROSION AND SEDIMENT CONTROL IN GEORGIA" PRIOR TO COMMENCEMENT OF CLEARING AND

GRUBBING.

2. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB AREAS NECESSARY FOR THE INSTALLATION OF INITIAL ES & PC BMPs SHOWN ON THIS PLAN.

3. THE CONTRACTOR SHALL MAINTAIN OR REPLACE THE SILT FENCE ALONG THE PERIMETER OF THE SITE AS

NEEDED.

4. THE ONLY GRADING THAT SHALL TAKE PLACE DURING THE INITIAL PHASE, AND PRIOR TO 7-DAY LETTER

ISSUANCE IS FOR THE SEDIMENT BASIN.

5. ONCE ALL INITIAL PHASE CONTROLS ARE IN PLACE AND THE 7-DAY LETTER IS ISSUED, THE CONTRACTOR

CAN THEN COMPLETE THE REMAINING CLEARING AND GRUBBING. THE SEDIMENT BASIN MAY BE

INSTALLED AFTER THE 7-DAY INSPECTION BUT MUST BE IN PLACE PRIOR TO INITIATING MAJOR GRADING

OPERATIONS.

6. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES FOR ALL DISTURBED AREAS BY WATER

TRUCK OR TEMPORARY MULCHING.

7. ONCE ALL ES & PC BMPs PER THIS PLAN ARE IN PLACE, THE CONTRACTOR SHALL NOTIFY THE DESIGN

ENGINEER TO PERFORM THE 7-DAY INSPECTION.

8. THE ONLY STORM WATER POLLUTANT ANTICIPATED DURING CONSTRUCTION IS SEDIMENT. THE BMPs INCLUDED ON THIS PLAN ARE DESIGNED TO REDUCE THE SEDIMENT DEPOSITION ONTO DOWNSTREAM

PROPERTIES & RECEIVING WATERS.

9. SEDIMENT STORAGE FOR THE INITIAL PHASE HAS BEEN PROVIDED BY SILT FENCE.

10. NO WORK IS PERMITTED TO BE DONE IN JURISDICTIONAL WETLANDS OR STATE WATERS AS PART OF THIS

PLAN.

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

COMPOST FILTER SOCK

CONSTRUCTION EXIT

DIVERSION

DOWNDRAIN STRUCTURES

(TEMPORARY)

ROCK FILTER DAM

SILT FENCE - TYPE S

TEMPORARY SEDIMENT BASIN

TEMPORARY SEDIMENT TRAP

FLOATING SURFACE SKIMMER

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Fs

Dn1

Sd1-S

Sd3

Sd4

SOIL SERIES LEGEND

SOIL SERIES SOIL DESCRIPTION

ArF ASHLAR SANDY LOAM

CCA CARTECAY AND CHEWACLA

CeC CECIL SANDY LOAM

GeC GWINNETT SANDY LOAM

GwD2 GWINNETT SANDY CLAY LOAM

Heb HIWASSEE SANDY LOAM

HwB2 HIWASSEE SANDY CLAY LOAM 2-6%

SLOPE

HwC2 HIWASSEE SANDY CLAY LOAM 6-10%

SLOPE

PaC PACOLET SANDY LOAM

PfC2 PACOLET SANDY CLAY LOAM 2-10%

SLOPE

PfD2 PACOLET SANDY CLAY LOAM 10-15%

SLOPE

PfE2 PACOLET SANDY CLAY LOAM 15-25%

SLOPE

Rk ROANOKE SILT LOAM

TCA TOCCOA AND CONGAREE

HATCHING LEGEND

WETLANDS:

FLOOD ZONE A:

http://www.thomasandhutton.com rutt.z Snapshot

PaC TCA

PfD2

HeB GeC

ArF

CCA

CeC

CCA

HeB

12''FM

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12''FM

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X X X

X X

UTL

X X

UPSTREAM

SAMPLING LOCATION

NELSON CREEK

DOWNSTREAM SAMPLING LOCATION

NELSON CREEK

DOWNSTREAM SAMPLING LOCATION

LITTLE RIVER

(PERENNIAL STREAM)

NELSON CREEK

(PERENNIAL STREAM)

WETLAND (TYP)

FLOOD ZONE A (TYP.)

PROPERTY BOUNDARY (TYP.)

25' STATE WATERS

BUFFER (TYP)

25' STATE WATERS

BUFFER (TYP.)

SOIL SERIES

DELINEATION (TYP.)

694696

65665

6 706 706

662 664 666 668

642644646648

65465

LOD

LOD LOD

LOD

DLOD

LOD

LOD LOD

LOD

LODLOD

Sd1-S

PROVIDE TWO ROWS OF

Sd1-S ALONG STATE WATERS

AND SENSITIVE AREAS (TYP.)

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

Sd1-S

PROVIDE J-HOOKS IN AREAS

OF SLOPE ALONG SILT FENCE

FOR EVERY 5 FEET OF

VERTICAL DROP (TYP.)

Ds1 Ds2 Du

Ds1 Ds2

LIMITS OF DISTURBANCE (±2.2 AC)

FOR INITIAL PHASE - ONLY WHAT IS

REQUIRED TO INSTALL PERIMETER

SILT FENCE

1" = 100'

G \D

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O N

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-P L0

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL PLAN -

INITIAL PHASE

EC1.2

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100

CONSTRUCTION SEQUENCE - INITIALIZATION

1. THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION EXIT IN ACCORDANCE WITH THE "MANUAL FOR

EROSION AND SEDIMENT CONTROL IN GEORGIA" PRIOR TO COMMENCEMENT OF CLEARING AND

GRUBBING.

2. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB AREAS NECESSARY FOR THE INSTALLATION OF INITIAL ES & PC BMPs SHOWN ON THIS PLAN.

3. THE CONTRACTOR SHALL MAINTAIN OR REPLACE THE SILT FENCE ALONG THE PERIMETER OF THE SITE AS

NEEDED.

4. THE ONLY GRADING THAT SHALL TAKE PLACE DURING THE INITIAL PHASE, AND PRIOR TO 7-DAY LETTER

ISSUANCE IS FOR THE SEDIMENT BASIN.

5. ONCE ALL INITIAL PHASE CONTROLS ARE IN PLACE AND THE 7-DAY LETTER IS ISSUED, THE CONTRACTOR

CAN THEN COMPLETE THE REMAINING CLEARING AND GRUBBING. THE SEDIMENT BASIN MAY BE

INSTALLED AFTER THE 7-DAY INSPECTION BUT MUST BE IN PLACE PRIOR TO INITIATING MAJOR GRADING

OPERATIONS.

6. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES FOR ALL DISTURBED AREAS BY WATER

TRUCK OR TEMPORARY MULCHING.

7. ONCE ALL ES & PC BMPs PER THIS PLAN ARE IN PLACE, THE CONTRACTOR SHALL NOTIFY THE DESIGN

ENGINEER TO PERFORM THE 7-DAY INSPECTION.

8. THE ONLY STORM WATER POLLUTANT ANTICIPATED DURING CONSTRUCTION IS SEDIMENT. THE BMPs INCLUDED ON THIS PLAN ARE DESIGNED TO REDUCE THE SEDIMENT DEPOSITION ONTO DOWNSTREAM

PROPERTIES & RECEIVING WATERS.

9. SEDIMENT STORAGE FOR THE INITIAL PHASE HAS BEEN PROVIDED BY SILT FENCE.

10. NO WORK IS PERMITTED TO BE DONE IN JURISDICTIONAL WETLANDS OR STATE WATERS AS PART OF THIS

PLAN.

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

COMPOST FILTER SOCK

CONSTRUCTION EXIT

DIVERSION

DOWNDRAIN STRUCTURES

(TEMPORARY)

ROCK FILTER DAM

SILT FENCE - TYPE S

TEMPORARY SEDIMENT BASIN

TEMPORARY SEDIMENT TRAP

FLOATING SURFACE SKIMMER

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Fs

Dn1

Sd1-S

Sd3

Sd4

SOIL SERIES LEGEND

SOIL SERIES SOIL DESCRIPTION

ArF ASHLAR SANDY LOAM

CCA CARTECAY AND CHEWACLA

CeC CECIL SANDY LOAM

GeC GWINNETT SANDY LOAM

GwD2 GWINNETT SANDY CLAY LOAM

Heb HIWASSEE SANDY LOAM

HwB2 HIWASSEE SANDY CLAY LOAM 2-6%

SLOPE

HwC2 HIWASSEE SANDY CLAY LOAM 6-10%

SLOPE

PaC PACOLET SANDY LOAM

PfC2 PACOLET SANDY CLAY LOAM 2-10%

SLOPE

PfD2 PACOLET SANDY CLAY LOAM 10-15%

SLOPE

PfE2 PACOLET SANDY CLAY LOAM 15-25%

SLOPE

Rk ROANOKE SILT LOAM

TCA TOCCOA AND CONGAREE

HATCHING LEGEND

WETLANDS:

FLOOD ZONE A:

http://www.thomasandhutton.com rutt.z Snapshot

''F

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12''FM

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X X X

X X

XXXXXX

X X

X X X X X

X X

X X X

X X

X X X X X X X

X X X

X X

W W

UTL

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP

UTL

UTL UTL

UTL

UGC

UTL

UGC

UGG

UGG UGG

UGG

GAS

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

10+68.87

CCA

PfD2PfC2

HwC2

HwB2 HwC2

GwD2

HwC2

PfD2

PaC

PfE2

TCA

HeB GeC

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

15' 6'

13' 14"

9" 6"

MIN

3.39 8.72

24"

72472

65665

652654656658

664666668672674

682684

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

11' 3'

10' 14"

9" 6"

MIN

7.12 5.54

12"

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

13.5' 4.5'

9' 14"

9" 6"

MIN

1.05 1.25

18"

PROVIDE CHECK-DAMS

IN DITCH FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE TWO ROWS OF

Sd1-S ALONG STATE WATERS

AND SENSITIVE AREAS (TYP.)

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LIMITS OF DISTURBANCE (TYP.)

COMBINATION OUTLET

X X

X LO

LOD

LAT: 33.6059

LONG: -83.7159

UPSTREAM SAMPLING LOCATION

LITTLE RIVER

TRIBUTARY TO LITTLE RIVER

(INTERMITTENT STREAM)

25' STATE WATERS

BUFFER (TYP)

EXISTING WETLANDS (TYP.)

FLOOD ZONE A (TYP.)

PROPERTY BOUNDARY (TYP.)

LITTLE RIVER

(PERENNIAL STREAM)

25' STATE WATERS

BUFFER (TYP)

SOIL SERIES

DELINEATION (TYP.)

DRAINAGE BASIN (TYP.)

BASIN 3

2.0 ACRE

LIMITS OF CLEARING (TYP.)

Du Ds1 Ds2 Ds3

Sd3

SkCd-Fs

Cd-Fs Du Ds1 Ds2 Ds3

Sd1-S

St 1" = 100'

G \D

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O N

TIO

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-P L0

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL PLAN -

CONSTRUCTION - FINAL PHASE

EC2.1

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100

CONSTRUCTION SEQUENCE - CONSTRUCTION AND STABILIZATION

1. ONCE ALL INITIAL PHASE CONTROLS ARE IN PLACE AND THE 7-DAY LETTER IS ISSUED, THE CONTRACTOR

CAN THEN COMPLETE THE REMAINING CLEARING AND GRUBBING.

2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE WILL BE REMOVED.

3. DISTURBED SLOPES SHALL BE ROUGHENED WITH TRACKED MACHINERY.

4. ALL BMPs SHALL BE INSPECTED DAILY AND REPAIRED AS NECESSARY.

5. THE ONLY STORM WATER POLLUTANT ANTICIPATED DURING CONSTRUCTION IS SEDIMENT. THE BMPs

INCLUDED ON THIS PLAN ARE DESIGNED TO REDUCE THE SEDIMENT DEPOSITION ONTO DOWNSTREAM

PROPERTIES & RECEIVING WATERS.

6. ALL CLEARED AND GRUBBED AREAS SHALL BE STABILIZED USING TEMPORARY SEEDING AND MULCHING

WITHIN 14 DAYS OF THE END OF DISTURBANCE.

7. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES FOR ALL DISTURBED AREAS BY WATER

TRUCK OR TEMPORARY MULCHING.

8. THE CONSTRUCTION EXITS SHALL BE REMOVED PRIOR TO COMPACTION OF SUB-BASE AND INSTALLATION

OF GRADED AGGREGATE BASE FOR ROAD CONSTRUCTION.

9. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH PERMANENT GRASSES AND TEMPORARY GRASSES IN ACCORDANCE WITH THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA."

10. ONCE GRASSING HAS A 70% DENSITY OF THE ENTIRE COVERAGE AREA AND THE FINAL LOT NOTICE OF TERMINATION IS ACCEPTED, THE EROSION CONTROL BMPs CAN BE REMOVED, INCLUDING PERIMETER

SILT FENCE AND TEMPORARY SEDIMENT TRAPS AND BASINS.

11. ANY AREAS OF EROSION THAT OCCUR PRIOR TO FINAL STABILIZATION SHALL BE REPAIRED BY THE

CONTRACTOR.

12. ALL TEMPORARY BMP'S TO BE REMOVED AFTER THE SITE ACHIEVES FINAL STABILIZATION.

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

COMPOST FILTER SOCK

CONSTRUCTION EXIT

DIVERSION

DOWNDRAIN STRUCTURES

(TEMPORARY)

ROCK FILTER DAM

SILT FENCE - TYPE S

TEMPORARY SEDIMENT BASIN

TEMPORARY SEDIMENT TRAP

FLOATING SURFACE SKIMMER

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Fs

Dn1

Sd1-S

Sd3

Sd4

SOIL SERIES LEGEND

SOIL SERIES SOIL DESCRIPTION

ArF ASHLAR SANDY LOAM

CCA CARTECAY AND CHEWACLA

CeC CECIL SANDY LOAM

GeC GWINNETT SANDY LOAM

GwD2 GWINNETT SANDY CLAY LOAM

Heb HIWASSEE SANDY LOAM

HwB2 HIWASSEE SANDY CLAY LOAM 2-6%

SLOPE

HwC2 HIWASSEE SANDY CLAY LOAM 6-10%

SLOPE

PaC PACOLET SANDY LOAM

PfC2 PACOLET SANDY CLAY LOAM 2-10%

SLOPE

PfD2 PACOLET SANDY CLAY LOAM 10-15%

SLOPE

PfE2 PACOLET SANDY CLAY LOAM 15-25%

SLOPE

Rk ROANOKE SILT LOAM

TCA TOCCOA AND CONGAREE

HATCHING LEGEND

WETLANDS:

FLOOD ZONE A:

LIMITS OF MULCH ONLY:

http://www.thomasandhutton.com rutt.z Snapshot

12''FM

''F

12''FM

''F

''F M

''F

''F M

''F

X X X

X X

UTL

9+00

10+00

10+68.87

PaC TCA

PfD2

HeB GeC

ArF

CCA

CeC

CCA

HeB

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

11' 3'

10' 14"

9" 6"

MIN

7.12 5.54

12"

694696

65665

6 706 706

662 664 666 668

642644646648

65465

704 702 700 698 696 694 692

700 698

690 686

686688

692690

704 Dn1

Dn1

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

13.5' 4.5'

9' 14"

9" 6"

MIN

1.05 1.25

18"

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE CHECK-DAMS IN

THE DIVERSIONS FOR EVERY

2 FEET OF VERTICAL DROP

PROVIDE TWO ROWS OF

Sd1-S ALONG STATE WATERS

AND SENSITIVE AREAS (TYP.)

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LEAVE OPENING IN

SILT FENCE AND PROVIDE

ROCK DAM

LIMITS OF DISTURBANCE (TYP.)

X X

LOD LOD LOD LOD

LOD

UPSTREAM

SAMPLING LOCATION

NELSON CREEK

DOWNSTREAM SAMPLING LOCATION

NELSON CREEK

DOWNSTREAM SAMPLING LOCATION

LITTLE RIVER

(PERENNIAL STREAM)

NELSON CREEK

(PERENNIAL STREAM)

WETLAND (TYP)

FLOOD ZONE A (TYP.)

PROPERTY BOUNDARY (TYP.)

25' STATE WATERS

BUFFER (TYP)

25' STATE WATERS

BUFFER (TYP.)

SOIL SERIES

DELINEATION (TYP.)

DRAINAGE BASIN (TYP.)

BASIN 1

9.1 ACRE

BASIN 2

6.0 ACRE

LIMITS OF CLEARING (TYP.)

Dn1 - 18" HDPE (TYP.)

6.0 ACRES DRAINED

6 DOWNDRAINS

Dn1 - 18" HDPE (TYP.)

9.1 ACRES DRAINED

10 DOWNDRAINS

Cd-Fs

Sd3

Du Ds1 Ds2 Ds3

Cd-Fs

Sd1-S Sd1-S

1" = 100'

G \D

S\ C

O N

TIO

N P

-P L0

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL PLAN -

CONSTRUCTION - FINAL PHASE

EC2.2

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100

CONSTRUCTION SEQUENCE - CONSTRUCTION AND STABILIZATION

1. ONCE ALL INITIAL PHASE CONTROLS ARE IN PLACE AND THE 7-DAY LETTER IS ISSUED, THE CONTRACTOR

CAN THEN COMPLETE THE REMAINING CLEARING AND GRUBBING.

2. ALL TREES WITHIN THE LIMITS OF DISTURBANCE WILL BE REMOVED.

3. DISTURBED SLOPES SHALL BE ROUGHENED WITH TRACKED MACHINERY.

4. ALL BMPs SHALL BE INSPECTED DAILY AND REPAIRED AS NECESSARY.

5. THE ONLY STORM WATER POLLUTANT ANTICIPATED DURING CONSTRUCTION IS SEDIMENT. THE BMPs

INCLUDED ON THIS PLAN ARE DESIGNED TO REDUCE THE SEDIMENT DEPOSITION ONTO DOWNSTREAM

PROPERTIES & RECEIVING WATERS.

6. ALL CLEARED AND GRUBBED AREAS SHALL BE STABILIZED USING TEMPORARY SEEDING AND MULCHING

WITHIN 14 DAYS OF THE END OF DISTURBANCE.

7. THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES FOR ALL DISTURBED AREAS BY WATER

TRUCK OR TEMPORARY MULCHING.

8. THE CONSTRUCTION EXITS SHALL BE REMOVED PRIOR TO COMPACTION OF SUB-BASE AND INSTALLATION

OF GRADED AGGREGATE BASE FOR ROAD CONSTRUCTION.

9. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITH PERMANENT GRASSES AND TEMPORARY GRASSES IN ACCORDANCE WITH THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA."

10. ONCE GRASSING HAS A 70% DENSITY OF THE ENTIRE COVERAGE AREA AND THE FINAL LOT NOTICE OF TERMINATION IS ACCEPTED, THE EROSION CONTROL BMPs CAN BE REMOVED, INCLUDING PERIMETER

SILT FENCE AND TEMPORARY SEDIMENT TRAPS AND BASINS.

11. ANY AREAS OF EROSION THAT OCCUR PRIOR TO FINAL STABILIZATION SHALL BE REPAIRED BY THE

CONTRACTOR.

12. ALL TEMPORARY BMP'S TO BE REMOVED AFTER THE SITE ACHIEVES FINAL STABILIZATION.

EROSION CONTROL

LEGEND

DESCRIPTION PLAN SYMBOL

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT VEGETATION)

DUST CONTROL

COMPOST FILTER SOCK

CONSTRUCTION EXIT

DIVERSION

DOWNDRAIN STRUCTURES

(TEMPORARY)

ROCK FILTER DAM

SILT FENCE - TYPE S

TEMPORARY SEDIMENT BASIN

TEMPORARY SEDIMENT TRAP

FLOATING SURFACE SKIMMER

STORM DRAIN OUTLET PROTECTION

Ds1

Ds2

Ds3

Cd-Fs

Dn1

Sd1-S

Sd3

Sd4

SOIL SERIES LEGEND

SOIL SERIES SOIL DESCRIPTION

ArF ASHLAR SANDY LOAM

CCA CARTECAY AND CHEWACLA

CeC CECIL SANDY LOAM

GeC GWINNETT SANDY LOAM

GwD2 GWINNETT SANDY CLAY LOAM

Heb HIWASSEE SANDY LOAM

HwB2 HIWASSEE SANDY CLAY LOAM 2-6%

SLOPE

HwC2 HIWASSEE SANDY CLAY LOAM 6-10%

SLOPE

PaC PACOLET SANDY LOAM

PfC2 PACOLET SANDY CLAY LOAM 2-10%

SLOPE

PfD2 PACOLET SANDY CLAY LOAM 10-15%

SLOPE

PfE2 PACOLET SANDY CLAY LOAM 15-25%

SLOPE

Rk ROANOKE SILT LOAM

TCA TOCCOA AND CONGAREE

HATCHING LEGEND

WETLANDS:

FLOOD ZONE A:

LIMITS OF MULCH ONLY:

http://www.thomasandhutton.com rutt.z Snapshot

DOWNDRAIN PIPE AND INLET DETAIL

LEVEL SECTION

INLET DETAIL SECTION A-A

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

TEMPORARY SEDIMENT TRAP

COMBINATION OUTLET

COMPOST SOCKS FOR CHECK DAMS

TYPICAL PLAN

PIPE OUTLET TO WELL DEFINED CHANNEL

PIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNEL

RIPRAP OUTLET PROTECTION

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

SILT FENCE MAINTENANCESILT FENCE MAINTENANCE

Sd1-S Sd1-NS Co Dn1

Sd4 StCd-Fs

1" = 1'

G \D

S\ C

O N

TIO

N P

-D T.

D W

M ay

- 8

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL DETAILS

EC4.1

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN

SEEDING RATES FOR TEMPORARY & PERMANENT COVER

* 1*

APPLY AGGRICULTURAL LIME AT A

RATE OF 1-2 TONS/ACRE UNLESS SOIL

TESTS INDICATE OTHERWISE. PLEASE

REFER TO TABLE 2 FOR INITIAL

FERTILZATION, NITROGEN,

OPDRESSING, AND MAINTENANCE

FERTILIZER REQUIREMENTS FOR EACH

SPECIES.

NOTES

1. UNSCARIFIED

2. SCARIFIED

3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME

EXCEPT JUNE THRU OCTOBER ALL

PERMANENT GRASS PLANTINGS SHALL BE MULCHED

* INDICATES MARGINAL (BUT PERMISSIBLE) PLANTING DATE

Ds1

Ds2

Ds3

1" = 1'

G \D

S\ C

O N

TIO

N P

-D T.

D W

M ay

- 8

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL DETAILS

EC4.2

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

PLAN VIEW

BASIC COMPONENTS OF TEMPORARY

CROSS SECTION

SEDIMENT BASIN Sd3

1" = 1'

G \D

S\ C

O N

TIO

N P

-D T.

D W

M ay

- 8

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL DETAILS

EC4.3

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

ROCK FILTER DAM

1" = 1'

G \D

S\ C

O N

TIO

N P

-D T.

D W

M ay

- 8

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL DETAILS

EC4.4

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

Sk Sk

1" = 1'

G \D

S\ C

O N

TIO

N P

-D T.

D W

M ay

- 8

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EROSION CONTROL DETAILS

EC4.5

26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

''F

''F M

''F

''F M

''F

''F M

12''FM

''F

''F M

''F

12''FM

X X X

X X

XXXXXX

X X

X X X X X

X X

X X X

X X

X X X X X X X

X X X

X X

W W

UTL

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP

UTL

UTL UTL

UTL

UGC

UTL

UGC

UGG

UGG UGG

UGG

GAS

60 LF 24" RCP

@ 1.00%

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

10+68.87

CCA

PfD2PfC2

HwC2

HwB2 HwC2

GwD2

HwC2

PfD2

PaC

PfE2

TCA

HeB GeC

72472

65665

652654656658

664666668672674

682684

62 LF 18" RCP

@ 0.57%

FES #1

INV. OUT: 701.60 (NE)

FES #2

INV. IN: 701.00 (SW)

FES #3

INV. OUT: 707.65 (E)

FES #4

INV. IN: 707.30 (W)

12" CMP

DOWNDRAIN (Dn1) -

18" HDPE (TYP.)

ENTRY ROAD ALIGNMENT

ENTRY ROAD

STATIONS: -0+25 - 11+50

SCALE: HORZ.: 1" = 100'

VERT.: 1" = 10'

-0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50

PVI STA: 0+10.54

PVI ELEV: 714.06

I S

: 1

I E

: 7

16.5' COMMUNICATIONS

EASEMENT

136' VC

K=40.00

A.D.=3.40

PVI ELEV=712.67

PVI STA=0+80

C S:

8 148' VC

K=20.00

A.D.=7.39

PVI ELEV=719.72

PVI STA=8+93.93

C S:

H.P. ELEV=718.58

H.P. STA=8+63.60

24" RCP

: 1

PC: 1+18.44

710.49

: 6

+6 6.

PT: 2+06.70

706.11

: 7

+5 8.

76' VC

K=10.00

A.D.=7.58

PVI ELEV=705.05

PVI STA=2+21.09

+8 3.

C E:

C S:

L.P. ELEV=705.64

L.P. STA=2+37.19

-2.00%

-5.40%

-5.21% 2.18%

26900.0015 - Drainage - Run 1

STATIONS: -0+25 - 2+50

SCALE: HORZ.: 1" = 100'

VERT.: 1" = 10'

-0+250+00 1+00 2+00 2+50

. O

: 7

(N E)

60 LF 24" RCP

@ 1.00%

. I N

: 7

(S W

50 YR HGL

PROPOSED GRADE

EXISTING GRADE

26900.0015 - Drainage - Run 2

STATIONS: -0+50 - 2+00

SCALE: HORZ.: 1" = 100'

VERT.: 1" = 10'

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

. O

: 7

62 LF 18" RCP

@ 0.57%

. I N

: 7

EXISTING GRADE

PROPOSED GRADE

50 YR HGL

1" = 100'

G \D

S\ C

O N

TIO

N P

D -P

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRADING AND DRAINAGE

PLAN AND PROFILE

C3.1 26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100 http://www.thomasandhutton.com rutt.z Snapshot

12''FM

''F

12''FM

''F

''F M

''F

''F M

''F

X X X

X X

UTL

9+00

10+00

10+68.87

PaC TCA

PfD2

HeB GeC

ArF

CCA

CeC

CCA

HeB

670680

6688692

694696698

702704

65665

6 706 706

662 664 666 668

642644646648

65465

704 702 700 698 696 694 692

700 698

690 686

686688

692690

62 LF 18" RCP

@ 0.57%

FES #3

INV. OUT: 707.65 (E)

FES #4

INV. IN: 707.30 (W)

12" CMP

DOWNDRAIN (Dn1) -

18" HDPE (TYP.)

DOWNDRAIN (Dn1) -

18" HDPE (TYP.)

1" = 100'

G \D

S\ C

O N

TIO

N P

D -P

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRADING AND DRAINAGE

PLAN

C3.2 26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

100 FEET

100 50 100 http://www.thomasandhutton.com rutt.z Snapshot

1" = 1'

G \D

S\ C

O N

TIO

N P

D -D

W G

M ay

- 8 :1

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRADING AND DRAINAGE

DETAILS

C3.3 26900.0015

ESPC GRADING PLAN

MOORE TRACT

13924 HWY 278

SOCIAL CIRCLE, GA 30025

NAD-83 GAW NAVD 88

JDA STANTON SPRINGS

ANDREA GRAY

300 E CHURCH STREET

1 FEET

1 .5 1 http://www.thomasandhutton.com rutt.z Snapshot

Sheets and Views

C0 COVER SHEET

C1.1 EXISTING CONDITIONS - OVERALL SITE

EC0.1 EROSION CONTROL NOTES

EC0.2 EROSION CONTROL NOTES

EC0.3 EROSION CONTROL NOTES

EC1.1 EROSION CONTROL PLAN - INITIAL PHASE

EC1.2 EROSION CONTROL PLAN - INITIAL PHASE

EC2.1 EROSION CONTROL PLAN - CONSTRUCTION - FINAL PHASE

EC2.2 EROSION CONTROL PLAN - CONSTRUCTION - FINAL PHASE

EC4.1 EROSION CONTROL DETAILS

EC4.2 EROSION CONTROL DETAILS

EC4.3 EROSION CONTROL DETAILS

EC4.4 EROSION CONTROL DETAILS

EC4.5 EROSION CONTROL DETAILS

C3.1 GRADING AND DRAINAGE PLAN AND PROFILE

C3.2 GRADING AND DRAINAGE PLAN

C3.3 GRADING AND DRAINAGE DETAILS

File details come from the government source that posted it. Updated Jul 1, 2026.