PROFESSIONAL

No. 29411

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09/28/2018

280719 - R

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GSWCC NO. 09374

NT

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CAUTION

THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT

SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK

ALL DAMAGE MADE TO EXISTING UTILITIES BY THE

CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

SITE

PRELIMINARY SURVEYING CERTIFICATE:

I HEREBY CERTIFY THAT THIS PRELIMINARY PLAT IS A TRUE REPRESENTATION OF THE RESULTS OF AN ACTUAL SURVEY BY ME OR UNDER

MY SUPERVISION, CONFORMING TO THE NORMAL STANDARDS OF CARE OF PROFESSIONAL SURVEYORS PRACTICING IN THE STATE OF

GEORGIA AND THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST OR ARE MARKED "FUTURE" AND THAT THE SURVEYING

REQUIREMENT FOR PRELIMINARY PLATS OF THE "DEVELOPMENT REGULATIONS" AND "ZONING REGULATIONS" OF COWETA COUNTY,

GEORGIA, HAVE BEEN FULFILLED. ACCORDING TO THE STATE OF GEORGIA SAFE DAMS ACT MAP FOR COWETA COUNTY, GEORGIA, I HAVE

DETERMINED THAT THIS DEVELOPMENT DOES NOT LIE IN A BASIN BELOW A CATEGORY II DAM.

BY: REGISTERED LAND SURVEYOR NO.

DATE:

PRELIMINARY ENGINEERING CERTIFICATE:

I HEREBY CERTIFY THAT THE ENGINEERING REQUIREMENTS FOR THIS PRELIMINARY PLAT AS SET FORTH IN THE DEVELOPMENT

REGULATIONS OF COWETA COUNTY, GEORGIA, HAVE BEEN FULFILLED.

BY: REGISTERED PROFESSIONAL ENGINEER NO.

DATE:

WETLANDS AND JURISDICTIONAL WATERS CERTIFICATION:

I HEREBY CERTIFY THAT THIS SITE CONTAINS AREAS OF JURISDICTIONAL WATERS AS SHOWN ON THIS PLAT. THESE AREAS HAVE BEEN

EVALUATED IN ACCORDANCE WITH THE PROCEDURES AND CRITERIA OUTLINED IN THE 1987 UNITED STATES ARMY CORPS OF ENGINEERS

WETLAND DELINEATION MANUAL.

BY: DATE:

SOIL ANALYSIS CERTIFICATE:

I HEREBY CERTIFY THAT THIS DOCUMENT IS A TRUE REPRESENTATION OF THE RESULTS OF AN ACTUAL COMPREHENSIVE SOIL ANALYSIS

AT A MINIMUM DHR LEVEL THREE (3) SOIL SURVEY BY ME OR UNDER MY SUPERVISION AND THAT AREAS ARE SHOWN THAT ARE NOT

ACCEPTABLE SITES FOR AN INDIVIDUAL SEPTIC SYSTEM AS REQUIRED BY THE LOCAL AND/OR STATE HEALTH DEPARTMENT.

BY: PROFESSIONAL SOIL SCIENTIST NO.

DATE:

PRELIMINARY PLAT APPROVAL CERTIFICATE

ALL REQUIREMENTS OF THE COWETA COUNTY DEVELOPMENT REGULATIONS RELATIVE TO THE PREPARATION AND SUBMISSION OF A

PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PRELIMINARY PLAT IS HEREBY GRANTED, SUBJECT TO THE FURTHER

REQUIREMENT OF SAID REGULATIONS.

THIS CERTIFICATE SHALL EXPIRE (DATE) _____________________

DATE OF EXECUTION ______________________________________

BY COUNTY PLANNER ______________________________________

COWETA COUNTY ENVIRONMENTAL HEALTH CERTIFICATE

PURSUANT TO THE STATE HEALTH REQUIREMENTS A COMPREHENSIVE SOIL ANALYSIS AT A MINIMUM DHR LEVEL THREE (3) SOIL SURVEY WAS

GIVEN FINAL APPROVAL BY THE COWETA COUNTY ENVIRONMENTAL HEALTH DEPARTMENT ON_________________. ALL OF THE CONDITIONS OF

APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.

BY: _______________________________ DATE: __________________

RIVERWOOD S/D

PRELIMINARY PLAT

(NOT TO BE RECORDED)

SHARED DRIVEWAY - TYPICAL SECTION

TYPICAL DRIVEWAY PROFILE

OWNER/DEVELOPER:

24 HOUR CONTACT

PRIMARY PERMITTEE

NOLA PROPERTIES, LLC.

MARK WOODS

PO BOX 71909

NEWNAN, GA. 30271

PH: 470-272-9319

mwoods107@yahoo.com

F4

SOIL SUITABILITY LEGEND

A1Soils are typically suitable for conventional absorption field with proper design, installation and maintenance.

Soils consist of local alluvium or wash over natural soils. Residual soil is suitable for conventional absorption field installation at

recommended trench depth. Storm water runoff must be diverted from this area if it is used for absorption field.

Soils are located in a landscape position that renders them unsuitable for on-site wastewater disposal due to flooding and/ or storm water

drainage patterns.

A2

Estimated Perc Rate

(min/in)

Slope

Gradient

(percent)

Soil

Suit.

Code

Depth to Seasonal

High

Water Table (in)

Depth to

Bedrock

(in)

Soil Units

SOIL INTERPRETIVE DATA

Recommended

Trench

Depth (in)

>72 >72 36-48 A12-10 Cecil

>72 >72 30-48 A12-10 Rion45

>72 >72 36-48 A22-10

Wash over

Cecil

65

----

60

Recommended

Hydraulic

Loading Rate

(gal/day/sq.ft.)

----

F42-10 Starr >72>72

----

>72 >72 30-48 A12-10 Pacolet45

----

----

----

----

NOTES:

Soil boundary lines should be considered transitional zones between different soil

conditions or series rather than an exact boundary.

System installation should not occur under saturated soil conditions

Absorption fields should not be installed on concave slopes.

Surface drainage should be diverted away from absorption field lines.

Gutter downspouts should be discharged away from the vicinity of the on site

wastewater system.

Estimated percolation rates are based on full-sized system performance. However, no

guarantee is given or implied as to the performance of any particular system installed.

Location Map N.T.S.

MUD AND SILT ARE STRICTLY PROHIBITED FROM

LEAVING THIS SITE.

PROJECT INFORMATION:

PANEL 13077C 0240D DATED: FEB. 6, 2013

4) THIS PROPERTY IS NOT LOCATED WITHIN A FEDERALLY DESIGNATED ZONE PER FEMA MAP:

7) SOURCE OF TOPOGRAPHY: COWETA COUNTY GIS

1) TOTAL AREA = 47.458 ACRES

3) DIMENSIONAL REQUIREMENTS:

DATUM: MEAN SEA LEVEL

8) WATER SERVICE TO BE PROVIDED BY COWETA COUNTY WATER DEPT.

9) SEWER SERVICE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS.

WATER SYSTEM TO BE DESIGNED IN ACCORDANCE WITH COWETA COUNTY STANDARDS.

10) BOUNDARY SURVEY BY WIDE OPEN LAND SURVEYING, DATED: 07-18-18.

2) EXISTING ZONING: RC (RE 2.5)

5) PER THE COUNTY GIS MAPS THERE IS NO FLOODPLAIN LOCATED ON THIS SITE.

6) A LEVEL III SOIL STUDY WAS PREPARED BY APPLIED ENVIRONMENTAL SCIENTISTS ON 9-17-18.

LAND LOTS 176

LAND DISTRICT 2

TAX PARCEL: 052 2144 001

BASE DENSITY = N/A

MINIMUM REQUIRED OPEN SPACE = N/A

MAXIMUM DENSITY = 0.4 UNITS PER ACRE x 47.458 = 18.98

UNITS MAXIMUM NUMBER OF LOTS = 19 LOTS (NO BONUS)

ACTUAL NUMBER OF LOTS DESIGNED = 11 LOTS

MIN. LOT SIZE = 2.5 ACRES

FRONT YARD = 100'

SIDE YARD = 15'

REAR YARD = 50'

MIN. STREET FRONTAGE = 220'

MIN. LOT WIDTH AT FRONT SETBACK LINE = 220'

MIN. LOT DEPTH = N/A

MIN. FLOOR AREA OF HOUSE = 1,725 SF

MIN. CONTIGUOUS BUILDING AREA: 1.3 ACRES

MAX. HEIGHT OF STRUCTURE = 40' / 3 STORIES

MAX. IMPERVIOUS AREA = 15%

11) THERE ARE STATE WATERS LOCATED ON THIS TRACT. THERE ARE NO WETLANDS.

12) THE ACCESS ROAD MUST HAVE AN UNOBSTRUCTED CLEARANCE HEIGHT OF 13'-6" FOR THE

THE WIDTH OF THE DRIVE FOR FIRE APPARATUS ACCESS.

L.L.175

L.L.176

L.L.178

L.L.177

CH=314.31'N56°49'18"EA=315.08'

R=1300.38'

N63°45'47"E 337.88'

S01°

15'3

5"W

697

.41'

S01°03'30"E 1150.25'

N89°58'58"W 1601.91'

N31°54'51"W 382.66'

CH=512.82'N47°02'32"EA=513.03'

R=5179.17'

CH=1040.38'N45°09'20"EA=1040.43'

R=31338.00'

POB

N46°06'25"E105.83'

N44°12'16"E61.54'

APPARENT LAND LOT LINE

APPARENT LL LIN

ETAX PARCEL #052 2144 001

2,067,276.49 SF.(47.458 AC.)

BEAVER

S ROAD 80

' R/W

557'304' 741'

3

8

3

'

4

2

0

'

417'

439'

4

2

6

'

4

7

5

'

2

4

2

'

1

6

7

'

2

1

8

'

2

4

2

'

2

6

1

'

2

5

7

'

2

6

5

'

6

5

6

'

5

4

7

'

253'

4

3

7

'

4

5

1

'

4

6

4

'

4

6

5

'

2

6

3

'

2

9

2

'

2

6

8

'

2

6

7

'

2

3

4

'

2

7

8

'

3

4

2

'

4

2

9

'

3

1

'

575'

573'

546'

151'

8

6

3

'

6

8

7

'

1

2

3

4

5

6

7

8

9

10 11

161,383 SF.3.70 AC.

117,526 SF.2.70 AC.

115,297 SF.2.65 AC.

108,808 SF.2.50 AC.

117,149 SF.2.69 AC.

111,918 SF.2.57 AC.

117,082 SF.2.69 AC.

171,708 SF.3.94 AC.

354,191 SF.8.13 AC. 344,794 SF.

7.92 AC.

347,419 SF.7.98 AC.RIVERWOODTRAIL

PROFESSIONAL

No. 29411

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09/28/2018

280719 - R

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GSWCC NO. 09374

OWNER/DEVELOPER:

24 HOUR CONTACT

PRIMARY PERMITTEE

NOLA PROPERTIES, LLC.

MARK WOODS

PO BOX 71909

NEWNAN, GA. 30271

PH: 470-272-9319

mwoods107@yahoo.com

1" =

1

00

'

C2

PR

EL

IM

IN

AR

Y P

LA

T

S

P/L

I.P.F.

I.P.S.

C.M.F.

L.L.L.

B.O.C.

O.T.P.

P.O.R.

P.O.B.

DRAINAGE FLOW

HEADWALL

SINGLE-WING CATCHBASIN (SWCB)

DOUBLE-WING CATCHBASIN (DWCB)

DROP INLET (DI)

JUNCTION BOX (JB)

WV

PR. WATER VALVE

EX. WATER VALVE

EX. FIRE HYDRANT

PR. FIRE HYDRANT

LEGEND

POINT OF BEGINNING

POINT OF REFERENCE

EB

PROPERTY LINE

IRON PIN FOUND

IRON PIN SET

CONCRETE MONUMENT FOUND

LAND LOT LINE

BACK OF CURB

LIGHT POLE (LP)

SANITARY SEWER MANHOLE - SA

WATER METER

ELECTRIC BOX

OPEN TOP PIPE

FLARED END SECTION

SANITARY SEWER LINE

SIGN

FENCE

SS

WWATER LINE

WM

E.O.P. EDGE OF PAVEMENT

T.W.

B.W.

TOP OF WALL

BOTTOM OF WALL

D.E. DRAINAGE EASEMENT

POWER POLE (PP)

LT-DUTY ASPHALT PAVING

HEAVY-DUTY ASPHALT PAVING

PROPOSED PR.

EXISTING EX.

TREE PROTECTION FENCING TPF

BASED ON THE INFORMATION SHOWN ON THE FLOOD HAZARD BOUNDARY MAPS

FURNISHED BY THE DEPT. OF HUD THROUGH THE FEMA IT IS MY OPINION THAT THE

PROPERTY SHOWN HEREON IS OUTSIDE OF ANY FLOOD HAZARD AREA.

COMMUNITY PANEL #13077C 0240D DATED: FEBRUARY 6, 2013

CAUTION

THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT

SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK

ALL DAMAGE MADE TO EXISTING UTILITIES BY THE

CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

PROJECT INFORMATION:

PANEL 13077C 0240D DATED: FEB. 6, 2013

4) THIS PROPERTY IS NOT LOCATED WITHIN A FEDERALLY DESIGNATED ZONE PER FEMA MAP:

7) SOURCE OF TOPOGRAPHY: COWETA COUNTY GIS

1) TOTAL AREA = 47.458 ACRES

3) DIMENSIONAL REQUIREMENTS:

DATUM: MEAN SEA LEVEL

8) WATER SERVICE TO BE PROVIDED BY COWETA COUNTY WATER DEPT.

9) SEWER SERVICE PROVIDED BY INDIVIDUAL SEPTIC SYSTEMS.

WATER SYSTEM TO BE DESIGNED IN ACCORDANCE WITH COWETA COUNTY STANDARDS.

10) BOUNDARY SURVEY BY WIDE OPEN LAND SURVEYING, DATED: 07-18-18.

2) EXISTING ZONING: RC (RE 2.5)

5) PER THE COUNTY GIS MAPS THERE IS NO FLOODPLAIN LOCATED ON THIS SITE.

6) A LEVEL III SOIL STUDY WAS PREPARED BY APPLIED ENVIRONMENTAL SCIENTISTS ON 9-17-18.

LAND LOTS 176

LAND DISTRICT 2

TAX PARCEL: 052 2144 001

BASE DENSITY = N/A

MINIMUM REQUIRED OPEN SPACE = N/A

MAXIMUM DENSITY = 0.4 UNITS PER ACRE x 47.458 = 18.98

UNITS MAXIMUM NUMBER OF LOTS = 19 LOTS (NO BONUS)

ACTUAL NUMBER OF LOTS DESIGNED = 11 LOTS

MIN. LOT SIZE = 2.5 ACRES

FRONT YARD = 100'

SIDE YARD = 15'

REAR YARD = 50'

MIN. STREET FRONTAGE = 220'

MIN. LOT WIDTH AT FRONT SETBACK LINE = 220'

MIN. LOT DEPTH = N/A

MIN. FLOOR AREA OF HOUSE = 1,725 SF

MIN. CONTIGUOUS BUILDING AREA: 1.3 ACRES

MAX. HEIGHT OF STRUCTURE = 40' / 3 STORIES

MAX. IMPERVIOUS AREA = 15%

11) THERE ARE STATE WATERS LOCATED ON THIS TRACT. THERE ARE NO WETLANDS.

12) THE ACCESS ROAD MUST HAVE AN UNOBSTRUCTED CLEARANCE HEIGHT OF 13'-6" FOR THE

THE WIDTH OF THE DRIVE FOR FIRE APPARATUS ACCESS.

L.L.175

L.L.176

L.L.178

L.L.177

CH=314.31'N56°49'18"EA=315.08'

R=1300.38'

N63°45'47"E 337.88'

S01°

15'3

5"W

697

.41'

S01°03'30"E 1150.25'

N89°58'58"W 1601.91'

N31°54'51"W 382.66'

CH=512.82'N47°02'32"EA=513.03'

R=5179.17'

CH=1040.38'N45°09'20"EA=1040.43'

R=31338.00'

POB

N46°06'25"E105.83'

N44°12'16"E61.54'

APPARENT LAND LOT LINE

APPARENT LL LIN

E

BEAVER

S ROAD 80

' R/W

1

2

3

4

5

6

7

8

9

10 11

B1

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

B12

B13

B14

B15

B16

B17

B18

B19

B20

B21

B22

B23

B24

B25

B26

B27

B28

B29

B30

B31

B32

B33

B34

B35

B36

B37

B38

B39

40

B41

B42

B43

B44

B45

B46

B47

B48

B49

B50

B51

B52

B53

B54

B55

B56

B57B58

B59

CECIL

RION

CECIL

RION

PACOLET

CECIL

CECIL

CECIL

CECIL

CECIL

CECIL

W

A

S

H

O

V

E

R

C

E

C

I

L

PACOLET

PACOLET

STARR

PACOLET

CECIL

CECIL

RION

PACOLET

PACOLET

CECIL

PACOLET

PACOLET

PACOLET

RIVERWOODTRAIL

PROFESSIONAL

No. 29411

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09/28/2018

280719 - R

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GSWCC NO. 09374

1" =

1

00

'

C3

PR

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IM

IN

AR

Y P

LA

T

Hand Auger Boring

MAP LEGEND

Soil Boundary

B1

Gully

F4

SOIL SUITABILITY LEGEND

A1Soils are typically suitable for conventional absorption field with proper design, installation and maintenance.

Soils consist of local alluvium or wash over natural soils. Residual soil is suitable for conventional absorption field installation at

recommended trench depth. Storm water runoff must be diverted from this area if it is used for absorption field.

Soils are located in a landscape position that renders them unsuitable for on-site wastewater disposal due to flooding and/ or storm water

drainage patterns.

A2

Estimated Perc Rate

(min/in)

Slope

Gradient

(percent)

Soil

Suit.

Code

Depth to Seasonal

High

Water Table (in)

Depth to

Bedrock

(in)

Soil Units

SOIL INTERPRETIVE DATA

Recommended

Trench

Depth (in)

>72 >72 36-48 A12-10 Cecil

>72 >72 30-48 A12-10 Rion45

>72 >72 36-48 A22-10

Wash over

Cecil

65

----

60

Recommended

Hydraulic

Loading Rate

(gal/day/sq.ft.)

----

F42-10 Starr >72>72

----

>72 >72 30-48 A12-10 Pacolet45

----

----

----

----

NOTES:

Soil boundary lines should be considered transitional zones between different soil

conditions or series rather than an exact boundary.

System installation should not occur under saturated soil conditions

Absorption fields should not be installed on concave slopes.

Surface drainage should be diverted away from absorption field lines.

Gutter downspouts should be discharged away from the vicinity of the on site

wastewater system.

Estimated percolation rates are based on full-sized system performance. However,

no guarantee is given or implied as to the performance of any particular system

installed.

OWNER/DEVELOPER:

24 HOUR CONTACT

PRIMARY PERMITTEE

NOLA PROPERTIES, LLC.

MARK WOODS

PO BOX 71909

NEWNAN, GA. 30271

PH: 470-272-9319

mwoods107@yahoo.com

S

P/L

I.P.F.

I.P.S.

C.M.F.

L.L.L.

B.O.C.

O.T.P.

P.O.R.

P.O.B.

DRAINAGE FLOW

HEADWALL

SINGLE-WING CATCHBASIN (SWCB)

DOUBLE-WING CATCHBASIN (DWCB)

DROP INLET (DI)

JUNCTION BOX (JB)

WV

PR. WATER VALVE

EX. WATER VALVE

EX. FIRE HYDRANT

PR. FIRE HYDRANT

LEGEND

POINT OF BEGINNING

POINT OF REFERENCE

EB

PROPERTY LINE

IRON PIN FOUND

IRON PIN SET

CONCRETE MONUMENT FOUND

LAND LOT LINE

BACK OF CURB

LIGHT POLE (LP)

SANITARY SEWER MANHOLE - SA

WATER METER

ELECTRIC BOX

OPEN TOP PIPE

FLARED END SECTION

SANITARY SEWER LINE

SIGN

FENCE

SS

WWATER LINE

WM

E.O.P. EDGE OF PAVEMENT

T.W.

B.W.

TOP OF WALL

BOTTOM OF WALL

D.E. DRAINAGE EASEMENT

POWER POLE (PP)

LT-DUTY ASPHALT PAVING

HEAVY-DUTY ASPHALT PAVING

PROPOSED PR.

EXISTING EX.

TREE PROTECTION FENCING TPF

CAUTION

THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S

CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT

SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK

ALL DAMAGE MADE TO EXISTING UTILITIES BY THE

CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.