Part2_2025_06_11 South Canton Park 100_ CD Se.pdf

PDF 45 MB Posted Jun 17, 2025

Attached to: South Canton Park RFQ
Solicitation number: PE-66114-NONST-2025-000000024
Issued by: Cherokee County, Georgia

About this file

Written by GovTribe AI · Jun 23, 2025

This document is a landscape architecture and civil engineering plan set for the South Canton Park project, prepared for the City of Canton, Georgia. The project is located at 2939 Marietta Highway in Canton, Cherokee County, and involves comprehensive site development including utility infrastructure, erosion control, tree protection, and accessibility planning. The documents are dated April 30, 2025, and represent 100% Construction Documents, with specific focus on site grading, utility installation, stormwater management, and park amenities. The total site area is approximately 6.20 acres, with 4.54 acres of disturbed area, and the anticipated construction start date is August 18, 2025.

The project includes detailed plans for utility installation such as water lines, sanitary sewer services, and stormwater management, with specific attention to erosion control measures and environmental protection. The engineering plans outline comprehensive strategies for managing site development, including tree protection zones, sensitive root zone management, and accessibility considerations. Specific technical elements include 6" PVC sanitary sewer services, 4" and 2" waterlines, fire hydrants, and multiple erosion control phases. The documents also provide extensive notes on construction sequencing, environmental compliance, and specific technical requirements for site development, emphasizing careful management of existing vegetation and site conditions.

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Other files

File	Type	Posted
2025_06_11 South Canton Park _ Project Manual.pdf	PDF	Jun 17, 2025
Part5_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part6_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part4_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part10_2025_06_11 South Canton Park 100_ CD S.pdf	PDF	Jun 17, 2025
Part9_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part8_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part3_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part1_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025
Part7_2025_06_11 South Canton Park 100_ CD Se.pdf	PDF	Jun 17, 2025

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NOW OR FORMERLY

ANGELA J. WHITAKER

(DB 1653, PG 1)

(DB MM, PG 446)

NOW OR FORMERLY

JENNA STONER

(DB 14825, PG 833)

NOW OR FORMERLY

GEORGIA POWER COMPANY

(PER TAX RECORDS)

W W

W W W W W

W W W

W W

G G G G G G G G G G G G

G G G GG

G G

G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G

L.L.

W W W W

G G G G G G

G G

W G

G NOW OR FORMERLY

PROPERTY SOLUTIONS

MANAGEMENT, LLC

(DB 14761, PG 2488)

(PB 29, PG 163)

14-0162-0017

NOW OR FORMERLY

CHEROKEE COUNTY

(DB 14145, PG 189)

14-0127-0234

W W W W

M A

T T

A H

W A

Y (F

.K .A

E O

R G

W Y

N O

. 5

' R

IVEY DRIVE

40' R.W.

SUNSET DRIVE

50' R.W.

RIDGE PINE DRIVE

(40' R/W)

PINECREST DRIVE

60' R.W.

PINECREST DRIVE

60' R.W.

Xref P:\2102\008\CAD\Engineering\Park\XREFs\ARCH - Pavilion.dwg

Xref P:\2102\008\CAD\Engineering\Park\X REFs\ARCH - Restroom.dwg

34 33

36 34

373839

31 11

T 39 38 37

FTE

FNTN

GFC

GFCI

C#003

C#002

F#001

C#001

C#004

C#005

Xref P:\2102\008\CAD\Engineering\Park\XREFs\STRUCTURAL - Boardwalk.dwg

VAN

IRR

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

1 1

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

SSMH

EXSS MH 236

SSMH

EXSS MH 211

SSMH

SS1

SEE MEP PLANS FOR WATER AND SANITARY SEWER

CONTINUATION

SSCO (TYP.)

SEE MEP PLANS FOR WATER

6" PVC SANITARY SEWER SERVICE (TO BE

INSTALLED AT 2% MIN. SLOPE)

ADJUST EXISTING MANHOLE TOP TO

PROPOSED GRADE

ADJUST EXISTING MANHOLE TOP TO

PROPOSED GRADE

4" C900 WATERLINE

2" SDR-26 WATERLINE

FIRE HYDRANT

4" COMMERCIAL

METER

4"X2"X2" TEE

END OF 4" WATERLINE

2"X2"X3

4" TEE

4" CTS PE 4710

WATERLINE

IRRIGATION

CONTROLLER AND

CISTERN PUMP

FOOD TRUCK

PEDESTALS

3/4" CTS PE 4710

WATERLINE

3/4" CTS PE 4710

WATERLINE

HOSE BIB

3/4" C900 WATERLINE

8"x6" TS&V

6" C900 WATERLINE

TO VAULTS

6" METER -

COMPACT FIRE LINE

ASSEMBLY VAULT

6"X6"X4" TEE

3/4" CTS PE 4710

WATERLINE

2"X2"X3/4" TEE

6" DIP TO METER

6" C900 FIRELINE

2"X2"X3/4" TEE

2" SDR-26 WATERLINE

CONTRACTOR TO

COORDINATE WITH

WATER PROVIDER

ON SPECIFICS AND

INSTALLATION.

THRUST BLOCKING

TO BE PROVIDED

ON ALL BENDS

RELOCATE EX.

HYDRANT OUTSIDE

OF DITCH

EIR

SIZE

EIR

SIZE

EIR

SIZE

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

1 1

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

SSMH

EXSS MH 236

SSMH

EXSS MH 211

SSMH

SS1

SEE MEP PLANS FOR WATER AND SANITARY SEWER

CONTINUATION

SSCO (TYP.)

SEE MEP PLANS FOR WATER

6" PVC SANITARY SEWER SERVICE (TO BE

INSTALLED AT 2% MIN. SLOPE)

ADJUST EXISTING MANHOLE TOP TO

PROPOSED GRADE

ADJUST EXISTING MANHOLE TOP TO

PROPOSED GRADE

4" C900 WATERLINE

2" SDR-26 WATERLINE

FIRE HYDRANT

4" COMMERCIAL

METER

4"X2"X2" TEE

END OF 4" WATERLINE

2"X2"X3

4" TEE

4" CTS PE 4710

WATERLINE

IRRIGATION

CONTROLLER AND

CISTERN PUMP

FOOD TRUCK

PEDESTALS

3/4" CTS PE 4710

WATERLINE

3/4" CTS PE 4710

WATERLINE

HOSE BIB

3/4" C900 WATERLINE

8"x6" TS&V

6" C900 WATERLINE

TO VAULTS

6" METER -

COMPACT FIRE LINE

ASSEMBLY VAULT

6"X6"X4" TEE

3/4" CTS PE 4710

WATERLINE

2"X2"X3/4" TEE

6" DIP TO METER

6" C900 FIRELINE

2"X2"X3/4" TEE

2" SDR-26 WATERLINE

CONTRACTOR TO

COORDINATE WITH

WATER PROVIDER

ON SPECIFICS AND

INSTALLATION.

THRUST BLOCKING

TO BE PROVIDED

ON ALL BENDS

RELOCATE EX.

HYDRANT OUTSIDE

OF DITCH

EIR

SIZE

EIR

SIZE

EIR

SIZE

N.I.C. - SITE FEATURES WITHIN THIS BOUNDARY ARE

NOT TO BE COMPLETED AS PART OF THESE

DOCUMENTS. TO BE COMPLETED AS A SEPARATE

PROJECT

SITE FEATURES WITHIN THIS BOUNDARY

TO BE COMPLETED AFTER THE ELEVATED

TANK PROJECT HAS COMPLETED.

SS1

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

115.80 L.F. 6" PVC @ 3.43%

I.O

(S S1

TO BLDG

I.O

S M

6) I.I

SS1

I.O

S M

7) I.I

M H

I.I

(S S1

EXSS MH 236

115.80 L.F. 6" PVC @ 3.43%

16.36 L.F. 6" PVC @ 2.00%

SS1

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

115.80 L.F. 6" PVC @ 3.43%

I.O

(S S1

TO BLDG

I.O

S M

6) I.I

SS1

I.O

S M

7) I.I

M H

I.I

(S S1

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115.80 L.F. 6" PVC @ 3.43%

16.36 L.F. 6" PVC @ 2.00%

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m ck in ne y checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

Copyright. All rights reserved. Reproduction in whole or in part is prohibited. This drawing as an instrument of service is the property of TSW and may not be used in any way without the written permission of this office.

p r o j e c t i n f o r m a t i o n

0 105 2515 scale: 1" = 10'-0"

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

W es t G rid

00 30'

Horizontal Profile Scale 1" = 30'

Ve rti ca l P ro fil e Sc al e

00 30' 60'

Graphic Scale in Feet 1" = 30'

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

C-4.1

UTILITY

PLAN

UTILITY NOTES:

CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING

UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES OR CONFLICTS.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES

PRIOR TO BEGINNING WORK AND SHALL COMPLY WITH THEIR REQUIREMENTS.

CALL 811 (OR LOCAL UTILITY NOTIFICATION CENTER) A MINIMUM OF 72 HOURS PRIOR

TO EXCAVATION.

ALL WATER MAIN MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL UTILITY

STANDARDS AND AWWA SPECIFICATIONS.

MINIMUM COVER FOR WATER MAINS SHALL BE 3.5 FEET UNLESS OTHERWISE NOTED.

ALL WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED PER APPLICABLE

STANDARDS BEFORE BEING PLACED INTO SERVICE.

CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDER FOR SERVICE TAPS,

METERS, AND INSPECTIONS.

SANITARY SEWER PIPES AND MANHOLES SHALL BE INSTALLED PER MUNICIPAL

STANDARDS.

MINIMUM SLOPE AND COVER SHALL BE MAINTAINED AS SHOWN ON PLANS UNLESS

APPROVED OTHERWISE.

ALL SANITARY SEWER LINES SHALL BE TESTED FOR INFILTRATION, EXFILTRATION, AND

DEFLECTION AS REQUIRED.

STORM DRAIN SYSTEMS SHALL BE INSTALLED PER PLAN AND LOCAL STANDARDS.

STRUCTURES SHALL BE SET TO FINISH GRADE AND ADJUSTED AS NEEDED FOR FINAL

PAVING.

CONTRACTOR SHALL PROTECT INLETS DURING CONSTRUCTION TO PREVENT SEDIMENT

ACCUMULATION.

PERFORM VISUAL INSPECTION AND CLEANING OF STORM PIPES BEFORE PROJECT

CLOSEOUT.

COORDINATE WITH RESPECTIVE UTILITY COMPANIES FOR INSTALLATION AND

INSPECTION OF ELECTRIC, GAS, TELEPHONE, FIBER, AND CABLE SERVICES.

CONTRACTOR SHALL PROVIDE ALL TRENCHING, BACKFILLING, AND CONDUIT PER

UTILITY COMPANY REQUIREMENTS UNLESS OTHERWISE NOTED.

MAINTAIN REQUIRED HORIZONTAL AND VERTICAL CLEARANCES BETWEEN UTILITIES.

CONFLICT RESOLUTION

IN THE EVENT OF UTILITY CONFLICTS NOT SHOWN ON THE PLANS, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER AND AWAIT RESOLUTION BEFORE PROCEEDING.

LEGEND

CRITICAL ROOT ZONE (CRZ)

STRUCTURAL ROOT PLAT (SRP)

C :\U se rs

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Ac Pu bl is h_

C -0

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P la n.

dw g (4

.2 ) P lo tte d on

Ju n

, 2

- 9

:5 3a m b y de bo ra h.

m ck in ne y checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

p r o j e c t i n f o r m a t i o n

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

00 50' 100'

Graphic Scale in Feet 1" = 50'

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

C-4.2

UTILITY

DETAILS

W W

W W W W W

W W W

W W

G G G G G G G G G G G G

G G G GG

G G

G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G

POB

W W W W

G G

VAN

TcE

MjE

Ds1

Ds2

Ds3

ALL DISTURBED AREA

Sd2-S

X X

CONCRETE WASHDOWN AREA

Sd2-S

C-TF

C-

C-TF

C-TF C-

C-

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF C-TF

C-

C-TF

C-

C C

C-TF

C-

C-TFC-TFC-TFC-TF

C-TF

C-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TFC-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C

C C C

C C

C C C C C C

C C

C C C C C C

X X

XX XX

X X

TEMPORARY SEDIMENT TRAP 1

0.78 AC.

X X

TFTFTFTF

TF TF

TFTFTFTFTFTF

TF TF

TFTF

TF TF

TFTF

TF TF TF

TFTF

X X

TEMPORARY SEDIMENT TRAP 2

0.21 AC.

SILT FENCE STORAGE AREA 1

0.13 AC.

SILT FENCE STORAGE AREA 2

0.10 AC.

SILT FENCE STORAGE AREA 3

0.14 AC.

SILT FENCE STORAGE AREA 4

0.09 AC.

SILT FENCE STORAGE AREA 5

0.06 AC.

TEMPORARY SEDIMENT TRAP 3

3.26 AC.

Cd-HB

N.I.C. - SITE FEATURES WITHIN THIS BOUNDARY ARE

NOT TO BE COMPLETED AS PART OF THESE

DOCUMENTS. TO BE COMPLETED AS A SEPARATE

PROJECT

SITE FEATURES WITHIN THIS BOUNDARY

TO BE COMPLETED AFTER THE ELEVATED

TANK PROJECT HAS COMPLETED.

MAP UNIT NAMEMAP SYMBOL SOIL NAME

SOILS LEGEND

CA CARTECAY

6 TO 10 % SLOPES

CECIL SANDY LOAMCeC CECIL

WEHADKEE SOILSWF WEHADKEE

0 TO 2 % SLOPES

C :\U se rs

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C -0

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Ju n

, 2

- 9

:5 3a m b y de bo ra h.

m ck in ne y checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

p r o j e c t i n f o r m a t i o n

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

VEGETATIVE MEASURESSTRUCTURAL PRACTICES

UNIFORM CODING SYMBOLS (2016)

Cd-Hb Straw-bale Checkdam

Cd-S Stone Checkdam

Ch-1 Channel Stabilization Category 1 (0-5 ft/sec)

Ch-2

Ch-3

Co Construction Exit

Cr Construction Road Stabilization

Dc-A Stream Diversion with Geotextile, Polyethylene, or Sod Lining

Dc-B Stream Diversion with Geotextile Lining.

Dc-C Stream Diversion with Geotextile & Rip-Rap Lining.

Di Diversion Ditch or Channel

Dn1 Temporary Downdrain Structure

Dn2 Permanent Downdrain Structure

Fr Filter Ring

Ga Gabion

Gr Grade Stabilization Structure

Lv Level Spreader

Rd Rock Filter Dam

Re Retaining Wall

Rt Retrofit

Sd1-NS Sediment Barrier Nonsensitive Areas

Sd1-S Sediment Barrier Sensitive Areas

Sd1-BB Sediment Barrier Brush Barrier

Sd1-Hb Sediment Barrier Hay Bales

Sd1-Bb Sediment Barrier Brush Barrier

Ds2 Disturbed Area Stabilization with Temporary Seeding

Disturbed Area Stabilization with Permanent SeedingDs3

Ds1 Disturbed Area Stabilization with Mulching Only

Bf Buffer Zone

Disturbed Area Stabilization with SoddingDs4

Dust Control on Disturbed AreasDu

Slope StabilizationSs

Stream Bank Stabilization with Permanent VegetationSb

Tackifiers - Synthetic PolymersTac-1

Sd2-B Inlet Sediment Trap Baffle Box

Sd2-Bg Inlet Sediment Trap Block & Gravel

Sd2-E Inlet Sediment Trap Excavated Inlet Protection

Sd2-F Inlet Sediment Trap - Filter Ring or Filter Fabric w/ Frame

Sd2-G Inlet Sediment Trap Gravel Inlet Protection

Sd2-P Inlet Sediment Trap Curb Inlet Protection

Sd2-S Inlet Sediment Trap Sod Inlet Protection

Sd3 Temporary Sediment Basin

Sr Temporary Stream Crossing

St Storm Drain Outlet Protection

Su Surface Roughening

Tc Tubidity Curtain

Wt Vegetated Waterway or Conveyance Channel

Sd4 Temporary Sediment Trap

Tr Tree Protection

Tackifiers - Organic PolymersTac-2

Tackifiers - Synthetic/Organic BlendsTac-3

Tackifiers - Organic with Synthetic FibersTac-4

Tackifiers - Synthetic/Organic Blends wit Synthetic FibersTac-5

Cd-Fs Compost Filter Sock Checkdam

Channel Stabilization Category 2 (5-10 ft/sec)

Channel Stabilization Category 3 (>10 ft/sec)

Sk Floating Surface SkimmerSb Seep Berm

Tp Topsoiling

SpB Seep Berm

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES

AND PERMITS.

AMENDMENTS OR REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

WASTE MATERIALS SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION

404 PERMIT.

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

CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

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

TEMPORARY SEEDING.

ANY DISTURBED AREA REMAINING IDLE FOR 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREA SHALL BE TEMPORARY STABILIZED USING 2"-4" OF MULCH (Ds1). ADDITIONAL PLANTINGS WILL BE NECESSARY IF A

SUFFICIENT STAND OF GRASS FAILS TO GROW.

THE LOCAL ISSUING AUTHORITY'S DESIGNEE WILL VERIFY ADEQUATE COVER (100% COVER, 70% COVER) OF PERMANENT STABILIZATION (Ds3, Ds4).

THE ES&PC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES, AND IN SUCH A MANNER AS TO INSURE THAT SEDMIENT-LADEN WATER DO NOT ENTER THE

DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.

THE PROPERTY OWNER AND CONTRACTOR ARE EQUALLY RESPONSIBLE FOR ALL EROSION CONTROL

ACTIVITIES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES, NOT THE LOCAL ISSUING

AUTHORITY.

FOR EACH SITE ON WHICH LAND DISTURBING ACTIVITY OCCURS, EACH ENTITY OR PERSON ACTING AS EITHER A PRIMARY, SECONDARY, OR TERTIARY PERMITTEE, AS DEFINED IN THE STATE GENERAL PERMIT, SHALL HAVE AS A MINIMUM ONE PERSON WHO IS IN RESPONSIBLE CHARGE OF EROSION AND SEDIMENTATION CONTROL ACTIVITIES ON BEHALF OF SAID ENTITY OR PERSON AND MEETS THE APPLICABLE (LEVEL A1) EDUCATION OR TRAINING CERTIFICATION REQUIREMENTS (O.C.G.A 12-7-19(a)(2)).

SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL MEET THE EDUCATION REQUIREMENTS

(LEVEL 1) DESCRIBED IN O.C.G.A. 12-7-19.

THE ES&PC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION / LAND DISTURBANCE PERIOD, THESE ES&PC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN

WATER DO NOT LEAVE THE SITE.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND

REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY

ON-SITE INSPECTION.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171 - TYPE C TEMPORARY SILT FENCE, OF THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION, 1993 EDITION, AND BE WIRE

REINFORCED.

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

BLANKETS ONCE THE ACTIVITY IS COMPLETE.

STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AT THE BEGINNING OF LAND DISTURBANCE AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE

THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

SEDIMENT STORAGE VOLUME @ 67 CY/ACRE MUST BE INSTALLED PRIOR TO ANY OTHER LAND

DISTURBANCE ACTIVITY AND IN PLACE UNTIL FINAL STABILIZATION OCCURS.

AMENDMENTS/REVISION TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL, AND SUBSEQUENTLY

APPROVED BY THE SITE DEVELOPMENT STAFF.

X X X

XX XX XX

SILT FENCE SINGLE ROW

SILT FENCE DOUBLE ROW

C-TF C-TF C-TF L.O.D. AND TREE SAVE FENCE

TREE SAVE FENCETF TF TF TF

C C C C LIMITS OF DISTURBANCE

W es t G rid

CARTECAY SOILS

00 30' 60'

Graphic Scale in Feet 1" = 30'

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

C-5.1

ES&PC PHASE 1 -

INITIAL PLAN

W W

W W W W W

W W W

W W

G G G G G G G G G G G G

G G G GG

G G

G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G

POB

W W W W

G G

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

EIR

SIZE

EIR

SIZE

EIR

SIZE

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

EIR

SIZE

EIR

SIZE

EIR

SIZE

TcE

MjE

Ds1

Ds2

Ds3

ALL DISTURBED AREA

Sd2-S

X X

CONCRETE WASHDOWN AREA

Sd2-S

Sd2-F

Sd2-F/P

Sd2-F

Sd2-F/P

Sd2-F

Sd2-F/P

Sd2-F

Sd2-E

Sd2-F

Sd2-S

C-TF

C-

C-TF

C-TF C-

C-

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF C-TF

C-

C-TF

C-

C C

C-TF

C-

C-TFC-TFC-TFC-TF

C-TF

C-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TFC-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C

C C C

C C

C C C C C

C C

C C C C C C

X X

XX XX

X X

TFTFTFTF

TF TF

TFTFTFTFTFTF

TF TF

TFTF

TF TF

TFTF

TF TF TF

TFTF

Sd2-E

EXCAVATED INLET SEDIMENT TRAP A

EXCAVATED INLET SEDIMENT TRAP B

EXCAVATED INLET SEDIMENT TRAP A

EXCAVATED INLET SEDIMENT TRAP B

EXCAVATED INLET SEDIMENT TRAP C

EXCAVATED INLET SEDIMENT TRAP A

EXCAVATED INLET SEDIMENT TRAP C

Sd2-F/P

Sd2-F

Sd2-E

Sd2-F

Q25: 38.00 CFS

V25: 7.5 FT/S

LA: 20'

D50: 0.90'

Q25: 29.9 CFS

V25: 9.7 FT/S

LA: 18'

D50: 0.80'

Q25: 1.8 CFS

V25: 10.0 FT/S

LA: 16'

D50: 0.70'

STONE

D50: 1.0'

N.I.C. - SITE FEATURES WITHIN THIS BOUNDARY ARE

NOT TO BE COMPLETED AS PART OF THESE

DOCUMENTS. TO BE COMPLETED AS A SEPARATE

PROJECT

SITE FEATURES WITHIN THIS BOUNDARY

TO BE COMPLETED AFTER THE ELEVATED

TANK PROJECT HAS COMPLETED.

C :\U se rs

O R

A~ 1.

M C

K\ Ap pD at a\ Lo ca l\T em p\

Ac Pu bl is h_

C -0

S ite

P la n.

dw g (5

.2 ) P lo tte d on

Ju n

, 2

- 9

:5 4a m b y de bo ra h.

m ck in ne y checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

p r o j e c t i n f o r m a t i o n

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

VEGETATIVE MEASURESSTRUCTURAL PRACTICES

UNIFORM CODING SYMBOLS (2016)

Cd-Hb Straw-bale Checkdam

Cd-S Stone Checkdam

Ch-1 Channel Stabilization Category 1 (0-5 ft/sec)

Ch-2

Ch-3

Co Construction Exit

Cr Construction Road Stabilization

Dc-A Stream Diversion with Geotextile, Polyethylene, or Sod Lining

Dc-B Stream Diversion with Geotextile Lining.

Dc-C Stream Diversion with Geotextile & Rip-Rap Lining.

Di Diversion Ditch or Channel

Dn1 Temporary Downdrain Structure

Dn2 Permanent Downdrain Structure

Fr Filter Ring

Ga Gabion

Gr Grade Stabilization Structure

Lv Level Spreader

Rd Rock Filter Dam

Re Retaining Wall

Rt Retrofit

Sd1-NS Sediment Barrier Nonsensitive Areas

Sd1-S Sediment Barrier Sensitive Areas

Sd1-BB Sediment Barrier Brush Barrier

Sd1-Hb Sediment Barrier Hay Bales

Sd1-Bb Sediment Barrier Brush Barrier

Ds2 Disturbed Area Stabilization with Temporary Seeding

Disturbed Area Stabilization with Permanent SeedingDs3

Ds1 Disturbed Area Stabilization with Mulching Only

Bf Buffer Zone

Disturbed Area Stabilization with SoddingDs4

Dust Control on Disturbed AreasDu

Slope StabilizationSs

Stream Bank Stabilization with Permanent VegetationSb

Tackifiers - Synthetic PolymersTac-1

Sd2-B Inlet Sediment Trap Baffle Box

Sd2-Bg Inlet Sediment Trap Block & Gravel

Sd2-E Inlet Sediment Trap Excavated Inlet Protection

Sd2-F Inlet Sediment Trap - Filter Ring or Filter Fabric w/ Frame

Sd2-G Inlet Sediment Trap Gravel Inlet Protection

Sd2-P Inlet Sediment Trap Curb Inlet Protection

Sd2-S Inlet Sediment Trap Sod Inlet Protection

Sd3 Temporary Sediment Basin

Sr Temporary Stream Crossing

St Storm Drain Outlet Protection

Su Surface Roughening

Tc Tubidity Curtain

Wt Vegetated Waterway or Conveyance Channel

Sd4 Temporary Sediment Trap

Tr Tree Protection

Tackifiers - Organic PolymersTac-2

Tackifiers - Synthetic/Organic BlendsTac-3

Tackifiers - Organic with Synthetic FibersTac-4

Tackifiers - Synthetic/Organic Blends wit Synthetic FibersTac-5

Cd-Fs Compost Filter Sock Checkdam

Channel Stabilization Category 2 (5-10 ft/sec)

Channel Stabilization Category 3 (>10 ft/sec)

Sk Floating Surface SkimmerSb Seep Berm

Tp Topsoiling

SpB Seep Berm

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES

AND PERMITS.

AMENDMENTS OR REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

WASTE MATERIALS SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION

404 PERMIT.

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

CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

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

TEMPORARY SEEDING.

ANY DISTURBED AREA REMAINING IDLE FOR 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

SUFFICIENT STAND OF GRASS FAILS TO GROW.

THE LOCAL ISSUING AUTHORITY'S DESIGNEE WILL VERIFY ADEQUATE COVER (100% COVER, 70% COVER) OF PERMANENT STABILIZATION (Ds3, Ds4).

THE ES&PC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES, AND IN SUCH A MANNER AS TO INSURE THAT SEDMIENT-LADEN WATER DO NOT ENTER THE

DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.

THE PROPERTY OWNER AND CONTRACTOR ARE EQUALLY RESPONSIBLE FOR ALL EROSION CONTROL

ACTIVITIES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES, NOT THE LOCAL ISSUING

AUTHORITY.

SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL MEET THE EDUCATION REQUIREMENTS

(LEVEL 1) DESCRIBED IN O.C.G.A. 12-7-19.

WATER DO NOT LEAVE THE SITE.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND

REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY

ON-SITE INSPECTION.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171 - TYPE C TEMPORARY SILT FENCE, OF THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION, 1993 EDITION, AND BE WIRE

REINFORCED.

BLANKETS ONCE THE ACTIVITY IS COMPLETE.

STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AT THE BEGINNING OF LAND DISTURBANCE AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE

THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

SEDIMENT STORAGE VOLUME @ 67 CY/ACRE MUST BE INSTALLED PRIOR TO ANY OTHER LAND

DISTURBANCE ACTIVITY AND IN PLACE UNTIL FINAL STABILIZATION OCCURS.

AMENDMENTS/REVISION TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL, AND SUBSEQUENTLY

APPROVED BY THE SITE DEVELOPMENT STAFF.

X X X

XX XX XX

SILT FENCE SINGLE ROW

SILT FENCE DOUBLE ROW

C-TF C-TF C-TF L.O.D. AND TREE SAVE FENCE

TREE SAVE FENCETF TF TF TF

C C C C LIMITS OF DISTURBANCE

W es t G rid

CARTECAY SOILS

MAP UNIT NAMEMAP SYMBOL SOIL NAME

SOILS LEGEND

CA CARTECAY

6 TO 10 % SLOPES

CECIL SANDY LOAMCeC CECIL

WEHADKEE SOILSWF WEHADKEE

0 TO 2 % SLOPES

00 30' 60'

Graphic Scale in Feet 1" = 30'

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

C-5.2

ES&PC PHASE 2 -

INTERMEDIATE PLAN

W W

W W W W W

W W W

W W

G G G G G G G G G G G G

G G G GG

G G

G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G

W W W W

G G

15.00

68.78 20.00

20.00

10.00 10.00

10.00

Xref P:\2102\008\CAD\Engineering\Park\XREFs\ARCH - Pavilion.dwg

Xref P:\2102\008\CAD\Engineering\Park\X REFs\ARCH - Restroom.dwg

34 33

36 34

373839

31 11

39 38 37

FTE

FNTN

GFC

GFCI

C#003

C#002

F#001

C#001

C#004

C#005

2 1

1 1

2 2

2 2 2

2 2

1 1 1

1 1

1 1 1

1 1

2 2

1 1

11 1

1 1

2 2

1 1

2 2

1 1

11 111

1 1 11

1 1 1

1 1

2 2

1 1

11 1

1 1

1 1 1 1

1 1

3 3

1 1

Xref P:\2102\008\CAD\Engineering\Park\XREFs\STRUCTURAL - Boardwalk.dwg

VAN

IRR

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

1 1

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

EIR

SIZE

EIR

SIZE

EIR

SIZE

SS SS SS

1135 1130

05 1100

11 4 1

1125112

2''W

4''W

6''W

6''W 6''W

2''W

W W

6''W

11011105

41 1140

1 1

WEIR

SIZE

WEIR

SIZE

WEIR

SIZE

EIR

SIZE

EIR

SIZE

EIR

SIZE

TcE

MjE

Ds1

Ds2

Ds3

ALL DISTURBED AREA

Sd2-S

X X

CONCRETE WASHDOWN AREA

Sd2-S

Sd2-F

Sd2-F/P

Sd2-F

Sd2-F/P

Sd2-F

Sd2-F/P

Sd2-F

Sd2-S

C-TF

C-

C-TF

C-TF C-

C-

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF C-TF

C-

C-TF

C-

C C

C-TF

C-

C-TFC-TFC-TFC-TF

C-TF

C-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF

C-TF

C-TFC-TFC-TF

C-TF

C-TF C-TF

C-TF

C-TF C-TF C-TF

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC

C C

C C C

C C

C C C C C

C C

C C C C C C

X X

XX XX

X X

TFTFTFTF

TF TF

TFTFTFTFTFTF

TF TF

TFTF

TF TF

TFTF

TF TF TF

TFTF

Sd2-F/P

Sd2-F

Q25: 38.00 CFS

V25: 7.5 FT/S

LA: 20'

D50: 0.90'

Q25: 29.9 CFS

V25: 9.7 FT/S

LA: 18'

D50: 0.80'

Q25: 1.8 CFS

V25: 10.0 FT/S

LA: 16'

D50: 0.70'

STONE

D50: 1.0'

N.I.C. - SITE FEATURES WITHIN THIS BOUNDARY ARE

NOT TO BE COMPLETED AS PART OF THESE

DOCUMENTS. TO BE COMPLETED AS A SEPARATE

PROJECT

SITE FEATURES WITHIN THIS BOUNDARY

TO BE COMPLETED AFTER THE ELEVATED

TANK PROJECT HAS COMPLETED.

C :\U se rs

O R

A~ 1.

M C

K\ Ap pD at a\ Lo ca l\T em p\

Ac Pu bl is h_

C -0

S ite

P la n.

dw g (5

.3 ) P lo tte d on

Ju n

, 2

- 9

:5 3a m b y de bo ra h.

m ck in ne y checked by:

project number:

contact:

drawn by:

s h e e t n u m b e r s h e e t t i t l e d r a w i n g d a t e d r a w i n g i n f o r m a t i o n c l i e n t i n f o r m a t i o n p r o j e c t a d d r e s s s e a l r e v i s i o n s

1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

p r o j e c t i n f o r m a t i o n

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

VEGETATIVE MEASURESSTRUCTURAL PRACTICES

UNIFORM CODING SYMBOLS (2016)

Cd-Hb Straw-bale Checkdam

Cd-S Stone Checkdam

Ch-1 Channel Stabilization Category 1 (0-5 ft/sec)

Ch-2

Ch-3

Co Construction Exit

Cr Construction Road Stabilization

Dc-A Stream Diversion with Geotextile, Polyethylene, or Sod Lining

Dc-B Stream Diversion with Geotextile Lining.

Dc-C Stream Diversion with Geotextile & Rip-Rap Lining.

Di Diversion Ditch or Channel

Dn1 Temporary Downdrain Structure

Dn2 Permanent Downdrain Structure

Fr Filter Ring

Ga Gabion

Gr Grade Stabilization Structure

Lv Level Spreader

Rd Rock Filter Dam

Re Retaining Wall

Rt Retrofit

Sd1-NS Sediment Barrier Nonsensitive Areas

Sd1-S Sediment Barrier Sensitive Areas

Sd1-BB Sediment Barrier Brush Barrier

Sd1-Hb Sediment Barrier Hay Bales

Sd1-Bb Sediment Barrier Brush Barrier

Ds2 Disturbed Area Stabilization with Temporary Seeding

Disturbed Area Stabilization with Permanent SeedingDs3

Ds1 Disturbed Area Stabilization with Mulching Only

Bf Buffer Zone

Disturbed Area Stabilization with SoddingDs4

Dust Control on Disturbed AreasDu

Slope StabilizationSs

Stream Bank Stabilization with Permanent VegetationSb

Tackifiers - Synthetic PolymersTac-1

Sd2-B Inlet Sediment Trap Baffle Box

Sd2-Bg Inlet Sediment Trap Block & Gravel

Sd2-E Inlet Sediment Trap Excavated Inlet Protection

Sd2-F Inlet Sediment Trap - Filter Ring or Filter Fabric w/ Frame

Sd2-G Inlet Sediment Trap Gravel Inlet Protection

Sd2-P Inlet Sediment Trap Curb Inlet Protection

Sd2-S Inlet Sediment Trap Sod Inlet Protection

Sd3 Temporary Sediment Basin

Sr Temporary Stream Crossing

St Storm Drain Outlet Protection

Su Surface Roughening

Tc Tubidity Curtain

Wt Vegetated Waterway or Conveyance Channel

Sd4 Temporary Sediment Trap

Tr Tree Protection

Tackifiers - Organic PolymersTac-2

Tackifiers - Synthetic/Organic BlendsTac-3

Tackifiers - Organic with Synthetic FibersTac-4

Tackifiers - Synthetic/Organic Blends wit Synthetic FibersTac-5

Cd-Fs Compost Filter Sock Checkdam

Channel Stabilization Category 2 (5-10 ft/sec)

Channel Stabilization Category 3 (>10 ft/sec)

Sk Floating Surface SkimmerSb Seep Berm

Tp Topsoiling

SpB Seep Berm

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES

AND PERMITS.

AMENDMENTS OR REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

WASTE MATERIALS SHALL NOT BE DISCHARGED INTO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION

404 PERMIT.

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

CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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

MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

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

TEMPORARY SEEDING.

ANY DISTURBED AREA REMAINING IDLE FOR 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

SUFFICIENT STAND OF GRASS FAILS TO GROW.

THE LOCAL ISSUING AUTHORITY'S DESIGNEE WILL VERIFY ADEQUATE COVER (100% COVER, 70% COVER) OF PERMANENT STABILIZATION (Ds3, Ds4).

THE ES&PC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES, AND IN SUCH A MANNER AS TO INSURE THAT SEDMIENT-LADEN WATER DO NOT ENTER THE

DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.

THE PROPERTY OWNER AND CONTRACTOR ARE EQUALLY RESPONSIBLE FOR ALL EROSION CONTROL

ACTIVITIES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES, NOT THE LOCAL ISSUING

AUTHORITY.

SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL MEET THE EDUCATION REQUIREMENTS

(LEVEL 1) DESCRIBED IN O.C.G.A. 12-7-19.

WATER DO NOT LEAVE THE SITE.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND

REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED NECESSARY BY

ON-SITE INSPECTION.

SILT FENCE SHALL MEET THE REQUIREMENTS OF SECTION 171 - TYPE C TEMPORARY SILT FENCE, OF THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION, 1993 EDITION, AND BE WIRE

REINFORCED.

BLANKETS ONCE THE ACTIVITY IS COMPLETE.

STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AT THE BEGINNING OF LAND DISTURBANCE AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE

THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.

SEDIMENT STORAGE VOLUME @ 67 CY/ACRE MUST BE INSTALLED PRIOR TO ANY OTHER LAND

DISTURBANCE ACTIVITY AND IN PLACE UNTIL FINAL STABILIZATION OCCURS.

AMENDMENTS/REVISION TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL, AND SUBSEQUENTLY

APPROVED BY THE SITE DEVELOPMENT STAFF.

X X X

XX XX XX

SILT FENCE SINGLE ROW

SILT FENCE DOUBLE ROW

C-TF C-TF C-TF L.O.D. AND TREE SAVE FENCE

TREE SAVE FENCETF TF TF TF

C C C C LIMITS OF DISTURBANCE

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CARTECAY SOILS

MAP UNIT NAMEMAP SYMBOL SOIL NAME

SOILS LEGEND

CA CARTECAY

6 TO 10 % SLOPES

CECIL SANDY LOAMCeC CECIL

WEHADKEE SOILSWF WEHADKEE

0 TO 2 % SLOPES

00 30' 60'

Graphic Scale in Feet 1" = 30'

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

C-5.3

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FINAL PLAN

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1447 Peachtree Street NE, Suite 850 Atlanta, Georgia 30309 404.873.6730 www.tsw-design.com c o n s u l t a n t n o r t h a r r o w + s c a l e

p r o j e c t i n f o r m a t i o n

SHEET TITLE

GAB

GREG BRENNER (256) 508-3406

GREG.BRENNER@LAND.ENGINEERING

2102-008

CITY OF CANTON

110 ACADEMY STREET

CANTON, GA 30114

770.720.7674

2939 MARIETTA HWY

CANTON, GA 30114

SOUTH CANTON

PARK

APRIL 30, 2025

100% CONSTRUCTION DOCUMENTS

1601 S Zack Hinton Parkway McDonough, Georgia 30253

T 678.814.4346, F 678.814.4348 www.land.engineering

GA COA LSF0946 / PEF6180

PROFESSIONAL ENGINEERS AND SURVEYORS

2102-008 Project Number:

CANTON

State:

County:

City:

Section:

District:

Land Lot:

Project Location:

CANTON

CHEROKEE

4/30/2025

A - 2ND SUBMITTAL - 05/29/25

1. PRIOR TO THE LAND DISTURBING CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE

AREA SITE DEVELOPMENT INSPECTOR.

2. THE CONTRACTOR SHALL OBSERVE THE PROJECT SEQUENCE SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE TO INSURE THAT LAND STRIPPED OF ITS NATURAL COVER IS EXPOSED ONLY IN SMALL

QUANTITIES.

3. THE OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY DURING THE ENTIRE

CONSTRUCTION PERIOD.

4. NO STAGING AREAS, MATERIAL STORAGE, CONCRETE WASH OUT AREAS, OR DEBRIS BURN AND BURIAL HOLES SHALL BE LOCATED

WITHIN 500 FEET OF DESIGNATED TREE PROTECTION AREAS.

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

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

MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND-DISTURBING ACTIVITIES.

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

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

8. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY

TO, OR EXIT FROM, THE SITE OR ONTO ANY PUBLIC ROADWAY.

9. THE FOLLOWING INITIAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY.

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

REQUIREMENTS OF AASHTO M288-96, SECTION 7.3 SEPARATION REQUIREMENTS.

b. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCE/EXITS, ALL PERIMETER EROSION CONTROL AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED AS SHOWN ON THE CLEARING-PHASE I-EROSION CONTROL PLAN.

c. TYPE "C" SILT FENCE SHOULD BE INSTALLED AT THE PERIMETER OF THE DISTURBED AREA AS SHOWN ON THE PLAN. THE SILT FENCE SHOULD BE PLACED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL IN GEORGIA, TABLE 6-20.2. THE SILT FENCE SHOULD BE KEPT ERECT AT ALL TIMES AND REPAIRED WHEN REQUESTED BY THE SITE INSPECTOR OR THE PROJECT DESIGN PROFESSIONAL OF RECORD. SILT SHOULD BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF HEIGHT OF THE BARRIER. THE PERIMETER SILT FENCE SHOULD BE INSPECTED DAILY FOR ANY FAILURES. ANY FAILURES OF SAID FENCING

SHOULD BE REPAIRED IMMEDIATELY.

d. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL EXISTING STORM STRUCTURES AS SHOWN ON THE

PLAN. SEE SEPARATE DETAILS FOR SPECIFICS ON TYPE OF INLET PROTECTION SPECIFIED.

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

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

FAILURES OF SAID FENCING SHOULD BE REPAIRED IMMEDIATELY.

10. AFTER INSTALLATION OF INITIAL EROSION CONTROL MEASURES, THE SITE CONTRACTOR SHALL SCHEDULE AN INSPECTION BY THE PROJECT DESIGN PROFESSIONAL. NO OTHER CONSTRUCTION ACTIVITIES SHALL OCCUR UNTIL THE PROJECT DESIGN PROFESSIONAL APPROVES THE INSTALLATION OF SAID EROSION CONTROL MEASURES. IF UNFORESEEN CONDITIONS EXIST IN THE FIELD THAT WARRANT ADDITIONAL EROSION CONTROL MEASURES, THE CONTRACTOR MUST CONSTRUCT ANY ADDITIONAL EROSION CONTROL

DEVICES DEEMED NECESSARY BY THE SITE INSPECTION.

CLEARING - PHASE I - EROSION CONTROL NOTES

11. AFTER APPROVAL OF THE INITIAL EROSION CONTROL INSTALLATION, THE CONTRACTOR MAY PROCEED WITH CLEARING AND

GRUBBING ACTIVITIES. AS CLEARING PERMITS, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT PONDS AND DIVERSION DIKES AS SHOWN ON THE CLEARING PHASE PLAN TO CONTROL EROSION AND STORM WATER RUN-OFF.

12. THE CONTRACTOR CAN UTILIZE CLEARED TREES AS BARRIER BRUSH SEDIMENT CONTROL IN AREAS SHOWN ON PLAN WHERE INITIAL

GRADING ACTIVITIES WILL NOT OCCUR.

13. NO BURN OR BURY PITS SHALL BE PERMITTED ON THE CONSTRUCTION SITE WITHOUT WRITTEN PERMISSION BY THE OWNER AND/OR

THE ENGINEER OF RECORD.

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

PHASE EROSION CONTROL PLAN.

15. ALL SILT FENCE MUST MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE FOR THE DEPARTMENT OF

TRANSPORTATION, STATE OF GEORGIA, STANDARD SPECIFICATIONS, 1983 EDITION.

16. ALL ITEMS IN THIS SECTION OF THE SPECIFICATIONS SHALL MEET THE REQUIREMENTS AS SET FORTH IN SECTION 161, 162, 163, AND

164 OF THE GEORGIA D.O.T. STANDARD SPECIFICATIONS, FOR ROADS AND BRIDGES.

17. MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 7 DAYS OF LAND DISTURBANCE.

18. ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS SHALL BE STABILIZED WITH TEMPORARY VEGETATION.

19. SEDIMENT AND EROSION CONTROL MEASURES SHOULD BE CHECKED AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE-HALF THE CAPACITY OF THE DEVICE. ADDITIONAL DEVICES MUST BE

INSTALLED IF NEW CHANNELS HAVE DEVELOPED.

20. THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1-3" OF STONE, AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED

IMMEDIATELY.

21. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE, THE CONTRACTOR SHALL NOT DEPOSIT ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC. IN THE DRAINAGE COURSE OR ASSOCIATED FLOOD PLAIN.

22. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY THE MEANS OF BRIDGING OR CULVERTS, EXCEPT WHEN SUCH METHODS ARE NOT FEASIBLE; ALL STREAM CROSSINGS WILL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION OF THE "MANUAL

FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA."

23. DISCHARGE OF STORMWATER RUN-OFF FROM DISTURBED AREAS TO A STREAM SHALL BE CONTROLLED TO THE EXTENT THAT TURBIDITY OF THE STREAM DOWNSTREAM FROM THE DISCHARGE SHALL NOT EXCEED 25 NEPHELOMETRIC TURBIDITY UNITS HIGHER THAN THE TURBIDITY LEVEL OF THE RECEIVING STREAM IMMEDIATELY UPSTREAM FROM THE STORMWATER RUN-OFF DISCHARGE AT

THE TIME OF SUCH DISCHARGE.

24. DISPOSE OF WASTE SOILS AND CLEARED AND GRUBBED MATERIALS OFF-SITE AT A LOCATION SECURED BY THE CONTRACTOR, AND IN

ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

25. CONTRACTOR SHALL INSPECT CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING

PROPERLY.

26. 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 AS DIRECTED BY THE ON SITE INSPECTOR OR THE DESIGN PROFESSIONAL.

27. FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL…

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