ROCKDALE WATER RESOURCES

LOCATION MAP

SITE 2

VICINITY MAPNTSNTS

PROJECTLOCATION

BACKFLOW PREVENTION DEVICE INSTALLATIONAT GWINNETT COUNTY INTERCONNECTS

SITE 1: LENORA CHURCH RD. - SITE 2: MINK LIVSEY RD.

SITE 1

ROCK

DALE

WAT

ER R

ESOU

RCES

TITL

E, V

ICIN

ITY

AN

D L

OC

ATI

ON

G-00

LEGEND

LEGEND

WM

LEGENDABBREVIATIONS

DRAWING LIST

SHEET DRAWING No. DESCRIPTION

GENERAL

CIVIL

ROCK

DALE

WAT

ER R

ESOU

RCES

DR

AW

ING

LIS

T, S

YM

BO

LS&

AB

BR

EV

IATI

ON

S

G-01

”

“ ”“ ”

ROCK

DALE

WAT

ER R

ESOU

RCES

GE

NE

RA

L N

OTE

S

G-02

MIN

K LIV

SE

Y R

D.

BELLE GLADE TRL.

LOR

IENT C

T.

BRITTAN GLADE TRL.

HARLEY BETH DR.

ASH TR

EE ST.

LAYTH

AN

JAC

E CT.

MICHAEL JAY ST.

BEAU POIN

T CT.

GRAND MANOR TRL.

HEATHER MILL TRCE.

BRYANT DR.

NOTTING

GLENN LN.

WYN

SHIP LN

.

RU

BY LN

NW

.

PLEASANT H

ILL R

D NW

.

RO

SEBU

D PAR

K D

R.

RO

SEBU

D D

R.

DU

VAL POIN

T WAY

FOSTER RIDGE TRL

PEMBROOK FARM WAY.

DURATION

CT

MILLENIUM

VIEW CT

LENORA CHURCH RD NW

MEADOW POINT DR

WH

ISPERIN

G PIN

ES TRL N

W

WH

ISPERIN

G PIN

ES LN N

W

GA

HW

Y 20 N

W.

N

E

S

W

RO

SEBU

D D

R.

MED

LOC

K TR

AIL CT SW

MIC

HA

EL JAY ST SW

BO

TTLE B

RU

SH

Ct S

W

AN

GE

RS

CT

WYNSHIP CT SW

MIN

K LIV

SE

Y R

D.

BR

YAN

T RD

NW

CHAFIN POINT CT

MEADOW POINT CT

WHIS

PERIN

G P

INES

TAX

IWAY

NW

PLEASANT HILL RD NW.

ROSEBUD DR

SCORE CT

GWIN

NETT COUNTY

ROCKDALE C

OUNTY

ROCK

DALE

WAT

ER R

ESOU

RCES

SIT

E P

LAN

G-03

1

8

S

D

>

1

8

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>

1

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>

1

8

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>

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>

1

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>

1

8

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>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

W

W

1

0

W

1

0

W

1

0

W

1

0

W

1

0

W

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H

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T

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U

G

T

U

G

T

2

4

W

2

4

W

2

4

W

2

4

W

2

4

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

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2

0

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2

0

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P

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

8

W

8

W

8

W

8

W

8

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

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2

0

W

2

0

W

2

0

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2

0

W

2

0

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2

0

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2

0

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2

0

W

2

0

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2

0

W

2

0

W

2

0

W

2

0

W

9

3

0

9

2

5

9

2

6

9

2

7

9

2

8

9

2

9

1

6

W

1

6

W

1

6

W

1

6

W

1

6

W

LENORA CHURCH ROAD

(80' R/W)

R

/

W

R

/

W

ACCES DRIVE TO WATER TANK B

F

V

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

P/L

P/L

E/P

E/P

E/P

E/P

E

X

I

S

T

I

N

G

S

I

D

E

W

A

L

K

E

X

I

S

T

I

N

G

C

U

R

B

&

G

U

T

T

E

R

IPF

TBX

PP

IPF

N

E

S

W

C-01

SITE

# 1

PLA

N - LE

NO

RA

C

HU

RC

H R

D

TW

O 12" D

OU

BLE

C

HE

CK

V

ALV

ES

& V

AU

LT

( IN FEET )

1 inch = ft.5

ROCK

DALE

WAT

ER R

ESOU

RCES

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

9

0

9

.

0

0

9

1

1

.0

0

9

1

1

.

0

0

912.00

9

1

3

.0

0

9

1

4

.

0

0

1

2

W

1

2

W

1

2

W

8

W

8

W

1

2

W

1

2

W

1

2

W

W

M

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

8

W

8

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

R

/

W

9

0

9

.

0

0

9

1

1

.0

0

9

1

1

.

0

0

912.00

9

1

3

.0

0

9

1

4

.

0

0

1

2

W

1

2

W

1

2

W

8

W

8

W

1

2

W

1

2

W

1

2

W

W

M

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

8

W

8

W

E

/

P

E

/

P

E

/

P

MINK LIVSEY ROAD

(

8

0

'

R

/

W

)

N

E

S

W

C-02

SIT

E # 2

PLA

N - M

IN

K LIV

SE

Y R

OA

D

8" D

OU

BLE

C

HE

CK

V

ALV

E

& V

AU

LT

ROCK

DALE

WAT

ER R

ESOU

RCES

NOT TO SCALE

STANDARD DRAWING No. A-15

STANDARD LAYINGCONDITION FOR PIPE

ROCKDALE WATER RESOURCES

NOT TO SCALETHRUST COLLARS

STANDARD DRAWING No. A-17ROCKDALE WATER RESOURCES

NOT TO SCALE

CONNECTIONS TOWATER MAINS

STANDARD DRAWING No. A-8

3/4" & 1" SERVICE CONNECTONS

1 1/2" & 2" SERVICE CONNECTONS

3" & LARGER SERVICE CONNECTONS

ROCKDALE WATER RESOURCES

NOT TO SCALEWATER VALVE MARKER

ROCKDALE WATER RESOURCESNOT TO SCALE

BURIED GATE VALVE BOXAND CONCRETE PAD

ROCKDALE WATER RESOURCESNOT TO SCALE

TYPICAL 4"-12"VALVE BOX ASSEMBLIES

ROCKDALE WATER RESOURCES

NOT TO SCALE

8" DOUBLE CHECK VALVEAND VAULT

MINK LIVSEY ROAD

ROCKDALE WATER RESOURCES

NOT TO SCALE

TWO 12" DOUBLE CHECK VALVESAND VAULT

LENORA CHURCH ROAD

ROCKDALE WATER RESOURCES

ROCKDALE WATER RESOURCESNOT TO SCALE

PIPE SUPPORT DETAIL

930 930

920 920

910 910

LENORA CHURCHVAULT PROFILE

ROCK

DALE

WAT

ER R

ESOU

RCES

CIV

IL D

ETA

IL

C-03

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

1

8

S

D

>

W

W

1

0

W

1

0

W

1

0

W

1

0

W

1

0

W

O

H

T

O

H

T

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U

G

T

U

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U

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2

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2

4

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2

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2

4

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2

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2

0

W

2

0

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2

0

W

2

0

W

2

0

W

2

0

W

2

0

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2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

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2

0

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R

/

W

R

/

W

R

/

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R

/

W

R

/

W

8

W

8

W

8

W

8

W

8

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

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2

0

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2

0

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2

0

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2

0

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2

0

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2

0

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2

0

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2

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2

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2

0

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2

0

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2

0

W

2

0

W

2

0

W

2

0

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9

3

0

9

2

5

9

2

6

9

2

7

9

2

8

9

2

9

1

6

W

1

6

W

1

6

W

1

6

W

1

6

W

LENORA CHURCH ROAD

(80' R/W)

R

/

W

R

/

W

ACCES DRIVE TO WATER TANK B

F

V

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

2

0

W

P/L

P/L

E/P

E/P

E/P

E/P

E

X

I

S

T

I

N

G

S

I

D

E

W

A

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K

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C

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B

&

G

U

T

T

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Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ds2

Ds3

Ss

Sd1-NS

Sd1-NS

Ss

Ss

Ss

Ss

Ss

IPF

TBX

PP

IPF C-04

SIT

E # 1

LE

NO

RA

C

HU

RC

H R

D

ER

OS

IO

N C

ON

TR

OL P

LA

N

ROCK

DALE

WAT

ER R

ESOU

RCES

( IN FEET )

1 inch = ft.5

N

E

S

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

W

1

2

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1

2

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1

2

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1

2

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1

2

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1

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1

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1

2

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1

2

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2

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MINK LIVSEY ROAD

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CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES.

THERE IS ESTABLISHED A 25 FOOT BUFFER ALONG THE BANKS OF ALL STATE WATERS,AS MEASURED HORIZONTALLY FROM THE POINT WHERE VEGETATION HAS BEEN WRESTEDBY NORMAL STREAM FLOW OR WAVE ACTION. NO LAND DISTURBING ACTIVITIES SHALLBE CONDUCTED WITHIN A BUFFER AND A BUFFER SHALL REMAIN IN ITS NATURAL,UNDISTURBED, STATE OF VEGETATION UNTIL ALL LAND-DISTURBING ACTIVITIES ON THECONSTRUCTION SITE ARE COMPLETED. ONCE THE FINAL STABILIZATION OF THE SITE ISACHIEVED, A BUFFER MAY BE THINNED OR TRIMMED OF VEGETATION AS LONG AS APROTECTIVE VEGETATIVE COVER REMAINS TO PROTECT WATER QUALITY AND AQUATICHABITAT AND A NATURAL CANOPY IS LEFT SUFFICIENT QUANTITY TO KEEP SHADE ONTHE STREAM BED; PROVIDED, HOWEVER, THAT ANY PERSON CONSTRUCTING ASINGLE-FAMILY RESIDENCE, WHEN SUCH RESIDENCE IS CONSTRUCTED BY OR UNDERCONTRACT WITH THE OWNER FOR HIS OR HER OWN OCCUPANCY, MAY THIN OR TRIMVEGETATION IN A BUFFER AT ANY TIME AS LONG AS PROTECTIVE VEGETATIVE COVERREMAINS TO PROTECT WATER QUALITY AND AQUATIC HABITAT AND A NATURAL CANOPYIS LEFT IN SUFFICIENT QUANTITY TO KEEP SHADE ON THE STREAM BED.

APPLICATIONS AND SHALL BE FREE OF WEED SEEDS AND SPREAD AT A RATE OF 90 POUNDS PER7. STRAW MULCHING SHALL BE USED WITH TEMPORARY AND PERMANENT VEGETATION

10. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS ACCUMULATED TO ONE-HALFTHE ORIGINAL HEIGHT OF THE BARRIER.

1,000 SQUARE FEET.

Georgia House Bill 1426

AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED.CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION

12. EROSION CONTROL MEASURES WILL BE MAINTAINED UNTIL ALL DISTURBED SOIL WITHIN THE

2. MATERIAL STAGING AREA SHALL BE ENCOMPASSED WITH REFERENCED SILT FENCE.

PRIOR TO LAND-DISTURBING ACTIVITIES.

3. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

4. CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL

THIS MAY REQUIRE PERIODIC DRESSING WITH STONE, AS CONDITIONS DEMAND, ANDREPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL CREATED BY

1. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND

ONTO PUBLIC ROADWAY OR INTO STORM DRAIN SHALL BE REMOVED IMMEDIATELY.

DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKESRIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALLAUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THEDURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALLOCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

3. THE LOCATION OF SOME EROSION CONTROL DEVICES MAY BE ALTERED FROM THAT

4. FAILURE TO INSTALL, OPERATE AND/OR MAINTAIN ALL EROSION CONTROL MEASURES SHALL

1. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON

9. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED BY THE CERTIFIED INSPECTOR

2. EROSION AND SEDIMENT CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR

BE JUSTIFICATION TO STOP CONSTRUCTION ON THE JOB SITE UNTIL SUCHMEASURES ARE CORRECTED IN ACCORDANCE WITH THE APPROVED PLANS OR AS

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF EROSION AND SEDIMENTOF ANY FAILED OR INADEQUATELY INSTALLED SEDIMENT CONTROL DEVICE. THETHE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT

COMPLIANCE, INSTALLATION, MAINTENANCE AND REMOVAL AS REQUIRED BY THE STATE OF

MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE

SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION.

CONTRACTOR SHALL BECOME FAMILIAR WITH THESE SPECIFICATIONS PRIOR TO ANYAS PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION. THE

CONSTRUCTION ACTIVITIES. THE INSTALLATION OF THE REQUIRED EROSION AND

GEORGIA MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA 2016 EDITION

SHOWN ON PLANS AS APPROVED BY THE DESIGN ENGINEER AND CLAYTON COUNTY

DIRECTED BY THE ENGINEER.

PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT OF WAY.

DRAINAGE PATTERNS AT VARIOUS STAGES DURING CONSTRUCTION. EROSION

AT THE END OF EACH DAYS WORK AND AT THE END OF EACH AND EVERY RAIN EVENT.

CONTROL DEVICES.

THE SITE WHENEVER WORK IS IN PROGRESS.

GENERAL NOTES

SITE PREPARATION

DURING CONSTRUCTION

2. 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.

5. CONTROL DUST USING WATER OR OTHER METHODS AS REQUIRED TO PREVENT DUST FROMBEING A NUISANCE TO THE PUBLIC AND CONCURRENT WITH ON SITE WORK.

TO FINAL GRADE. (B) EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED. EACH DAY AND PRIOR TO ANY RAIN EVENT AS FOLLOWS. (A) DISTURBED SOIL SHALL BE RETURNED

6. DISTURBED SOIL SHALL BE STABILIZED WITH EROSION AND SEDIMENT CONTROL MEASURES

(C) GRADED SOIL SHALL BE TREATED WITH LIME AND FERTILIZER. (D) APPLY TEMPORARYAND/OR PERMANENT VEGETATION.

8. THE CONTRACTOR SHALL INSTALL MATTING AND BLANKETS WITHIN ALL DRAINAGE DITCHESUNLESS NOTED OTHERWISE.

11. ALL SILTS AND/OR SEDIMENT REMOVED FROM THE EROSION/SEDIMENT CONTROL DEVICESSHALL BE DISPOSED OF ONSITE IN SUCH A MANNER AS TO PREVENT SAID SILTS AND/ORSEDIMENTS FROM REENTERING THE CONTROL DEVICES AND/OR EXITING THE SITE THROUGH THE STORM DRAINAGE SYSTEMS AND/OR SURFACE DRAINAGE.

SITE COMPLETION

2. THE CONTRACTOR SHALL REMOVE SILT FENCE IN AREAS THAT HAVE UNDERGONE FINALSTABILIZATION AS DETERMINED BY CCWA INSPECTOR. CONTRACTOR SHALL DISPOSESAID SILT FENCE IN ACCORDANCE WITH LOCAL REGULATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND OR MAINTAINING ALL JOBSITE WORK AREAS THAT ARE BEING STABILIZED OR HAVE UNDERGONE FINAL STABILIZATIONUNTIL CCWA HAS ISSUED A LETTER OF FINAL ACCEPTANCE.

9.

10. STREAM BANK RESTORATION AND STABILIZATION ARE REQUIRED IN ALL DISTURBEDSTATE WATERS BUFFERS. THE STREAM BANK CANOPY IS TO BE RESTORED WITHIN THE STATE WATERS BUFFERS. GEOMAT AND RIP RAP ARE TO BE PLACED AS NECESSARY TO PREVENT EROSION WITHIN THE STREAM BANKS.

3. CONTRACTOR SHALL CONTACT LOCAL COUNTY EXTENSION FOR WETLAND SPECIES TO REPLANT.

THE PERSON ULTIMATELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OFEROSION AND SEDIMENT CONTROL PRACTICES ON THIS SITE AND WHO IS TO BECONTACTED IN THE EVENT OF A STOP WORK ORDER, IS:DAVID CERVONEGSWCC LEVEL II CERTIFIED DESIGN PROFESSIONALCERTIFICATION NUMBER: 0000074205OFFICE 770-278-7486MOBILE 678-476-4728

5.

ANY REVISION TO THE PLANS AFTER THE INITIAL SUBMITTAL, OTHER THAN THERESPONSE TO THE PLAN REVIEW COMMENTS, WILL BE INDICATED ON REVISIONS ANDSUBMITTED WITH A WRITTEN EXPLANATION OF THE REVISIONS AND THE REASONS.

6.

ANY VARIATIONS FROM THE PERMITTED PLANS, CHANGES IN DESIGN RESULTING FROMFIELD CONDITIONS, OR SUBSTITUTION OF CONSTRUCTION MATERIALS ARE TO BEREVIEWED AND APPROVED BY THE RESPONSIBLE DESIGN ENGINEER AND CLAYTON COUNTYLAND DEVELOPMENT.

7.

PLANS ARE REVIEWED IN GENERAL. SPECIFIC DETAILS AND CALCULATIONS MAY NOT BECHECKED. THE ENGINEERS STAMP AND SIGNATURE GUARANTEES THE ACCURACY OF THECALCULATIONS AND DESIGN. PLAN APPROVAL DOES NOT OBLIGATE THE COUNTY TOACCEPT THE WORK, NOR DOES IT RELIEVE THE DEVELOPER AND / OR ENGINEER FROMCOMPLIANCE WITH ANY OTHER COUNTY, STATE OR FEDERAL ORDINANCES AND LAWS.PLAN APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY FORDAMAGES TO ADJACENT OR DOWNSTREAM PROPERTY RESULTING FROM THISDEVELOPMENT.

8.

LAND DEVELOPMENT.

FINAL STABILIZATION SHALL BE WITH SAME VEGETATION AS EXISTING. UNPAVED AREASAND AREAS NOT COVERED BY PERMANENT STRUCTURES WILL BE CONSIDERED ACCEPTABLEWHEN 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATIONWITH A DENSITY OF 70% OR GREATER, OR EQUIVALENT PERMANENT STABILIZATIONMEASURES HAVE BEEN USED.

1.

ES & PC NOTES:

CONSTRUCTION SCHEDULE

START PROJECT DATE: XX/XX/XXXXCOMPLETE PROJECT DATE: XX/XX/XXXX

1. INSTALL EROSION CONTROL FENCE.2. CLEAR, CRUB AND GRADE SITE.3. INSTALL AND MAINTAIN GRASSING AND MULCH

(TEMPORARY VEGETATION)4. CONSTRUCT WATER MAIN.5. FINE GRADING.6. FINAL STABILIZATION (PERMANENT VEGETATION), CLEAN

STORM DRAIN SYSTEM.7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL

MEASURES.

1. INITIAL CONTROLS: INSTALL PERIMETER SILT FENCE WHEREAPPLICABLE PRIOR TO CONDUCTING GRADING ACTIVITIES.

2. INTERMEDIATE CONTROLS: INSTALL SILT FENCE, CHECK DAMS,MATTS AND BLANKETING, TEMPORARY/PERMANENT SEEDINGWITH MULCH AND GRAVEL (PAVEMENT AREAS) EVERY DAY ANDPRIOR TO ANY RAIN EVENT.

3. FINAL CONTROLS: INSTALL TEMPORARY/PERMANENT SEEDINGWITH MULCH EVERY DAY AND PRIOR TO ANY RAIN EVENT.INSTALL PAVEMENT TO MATCH EXISTING PAVEMENT ASCONDITIONS PERMIT.

THE PROJECT CONSISTS OF INSTALLING AN 8 INCH DOUBLE CHECK VALVE IN SIDE A 10FT. X 5 FT. CONCRETE VAULT ALONG THE WEST SIDE OF MINK LIVSEY ROAD. AT 5061MINK LIVSEY ROAD. INSTALL A 10 INCH DOUBLE CHECK VALVE IN SIDE A 12 FT. X 6 FT.CONCRETE VAULT ALONG THE WEST SIDE OF LENORA CHURCH ROAD ONE LOT NORTH OF4850 LENORA CHURCH ROAD. TOTAL PROJECT ACREAGE AND DISTURBED ACREAGE IS0.038 IN QWINNETT COUNTY CURRENTLY STABILIZED WITH GRASS.

DESCRIPTION AND CONSTRUCTION ACTIVITY

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CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

TYPICAL STRAW BALE CHECK DAM

PLAN

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SECTION B-B

FASTENERS FOR SILT FENCES

OVERLAP AT FABRIC ENDS

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

TYPICAL INSTALLATION GUIDELINES FOR ROLLED

EROSION CONTROL PRODUCTS (RECP)

BLANKET AND MATTING CROSS-SECTIONS

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CONSTRUCTION EXIT

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