110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR REPRODUCTIONS ARE THE PROPERTY OF

THE ENGINEER AND MAY NOT BE REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN PERMISSION OF THIS ENGINEER.

c

LOCATION MAP

SCALE: N.T.S.

1. OWNER / PRIMARY PERMITTEE: CITY OF CUMMING

100 MAIN STREET

CUMMING, GEORGIA

30040

(770) 781-2020

2. ENGINEER: CIVIL ENGINEERING CONSULTANTS, INC.

110 SAMARITAN DRIVE, SUITE 201

CUMMING, GEORGIA 30040

PHONE: (770) 977-5747

3. SURVEYOR: CIVIL ENGINEERING CONSULTANTS, INC.

110 SAMARITAN DRIVE, SUITE 201

CUMMING, GEORGIA 30040

PHONE: (770) 977-5747

ORIGIN OF SURVEY: FIELD RUN TOPOGRAPHY - OCTOBER 2020

4. SITE ADDRESS:

FROM: 1750 HOMESIDE DR, - TO: 2005 BUFORD DAM RD,

CUMMING, GA 30041 CUMMING, GA 30041

5. DISTURBED AREA:

TOTAL LINEAR DISTURBED AREA: 0.45 AC.

6. PORTIONS OF THIS SITE LIE WITHIN A FLOOD HAZARD

AREA PER FEMA FLOOD INSURANCE RATE MAP PANEL

13117C0161G, 03/04/2013

7. ZONING DISTRICTS: LR, CBD R2R, R3

8. LAND LOTS: 215, 216, 42

9. PROJECT DESCRIPTION:

THIS PROJECT WILL INVOLVE THE INSTALLATION OF

APPROXIMATELY 1,980 LF OF 12-INCH DIP WATER MAIN ALONG

BUFORD DAM ROAD. THE WATER MAIN WILL BE INSTALLED

UTILIZING OPEN CUT. EXISTING WATER SERVICES SHALL BE

CONNECTED TO THE PROPOSED WATER MAIN AS INDICATED ON

THE PLANS. THE PROJECT SHALL INCLUDE FURNISHING ALL

MATERIALS, LABOR, EQUIPMENT AND ANY APPURTENANCES AS

NECESSARY FOR COMPLETION OF THE WORK DESCRIBED WITHIN

THESE PLANS AND SPECIFICATIONS.

10. PROJECT LOCATION:

THIS PROJECT BEGINS AT 34°11'03.3"N, 84°06'20.0"W, AND

ENDS AT 34°10'58.1"N 84°05'57.6"W

BUFORD DAM ROAD 12" WATER LINE IMPROVEMENTS

SITE DEVELOPMENT PLANS

CITY OF CUMMING, FORSYTH COUNTY, GA

THREE WORKING DAYS BEFORE YOU DIG IT'S THE LAW

UTILITIES PROTECTION CENTER, INC.

Call FREE THROUGHOUT

GEORGIA 1-800-282-7411

IN ATLANTA: 325-5000

N

:PROPOSAL READY 04/07/2021

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PROPOSED 12" DIP

WATER LINE

LAKE SIDNEY

LANIER

Sheet List Table

Sheet Number Sheet Title

1 COVER SHEET

2 OVERALL SITE PLAN

3 PLAN & PROFILE PART 1

4 PLAN & PROFILE PART 2

5 PLAN & PROFILE PART 3

6 PLAN & PROFILE PART 4

7 MISCELLANEOUS DETAILS PART 1

8 MISCELLANEOUS DETAILS PART 2

9 MISCELLANEOUS DETAILS PART 3

10 MISCELLANEOUS DETAILS PART 4

11 ES&PC PART 1

12 ES&PC PART 2

13 ES&PC DETAILS PART 1

14 ES&PC DETAILS PART 2

15 ES&PC DETAILS PART 3

NOTIFY FORSYTH COUNTY INSPECTOR 24 HOURS BEFORE

BEGINNING PHASE OF CONSTRUCTION. (770) 781-2165

ESPCP CERTIFICATION:

1. I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS

PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED

HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT

SUPERVISION.

2. I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND

POLLUTION CONTROL (ES&PC) PLAN PROVIDES FOR AN

APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST

MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER

QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR

EROSION AND SEDIMENT CONTROL IN GEORGIA," (MANUAL)

PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION

COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE

LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE

SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE

STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF

BEST MANAGEMENT PRACTICES MEETS THE DESIGN

REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO.

GAR 100002.

EROSION CONTROL NOTES:

1. THE PROJECT RECEIVING WATERS ARE LAKE LANIER.

2. LAKE LANIER IS WITHIN 500' OF THIS PROJECT.

3. THIS SITE DOES NOT CONTAIN WETLANDS.

4. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF

THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

5. EROSION CONTROL, ANY BUFFER DELINEATIONS AND TREE

PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY

OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL

PERMANENT GROUND COVER IS ESTABLISHED.

6. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT

CONTROL MEASURES AND PRACTICES PRIOR TO, AND/OR

CONCURRENT WITH ALL LAND DISTURBING ACTIVITIES.

7. 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 AND/OR TREAT THE SEDIMENT

SOURCE.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 7 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

9. 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.

24-HOUR CONTACT PERSON: MR. JON HEARD

DIRECTOR OF UTILITIES

(770) 781-2020

GENERAL CONSTRUCTION NOTES:

1. EXISTING SITE CONDITIONS: THE PROPOSED SITE IS LOCATED IN

FORSYTH COUNTY. THE PROJECT SITE IS WITHIN THE PUBLIC

RIGHT-OF-WAY AND OTHER AREAS CONSIST OF WOODED LAND,

PRIMARILY UNDEVELOPED WITH SOME AREAS RESIDENTIAL

AREAS. THE EXISTING PROJECT SITE CONSISTS OF GRADES FROM

0.00% TO 10.00%. SURROUNDING AREAS ARE UNDISTURBED WITH

FEW EXCEPTIONS AND SURFACE RUNOFF IS MINIMAL.

2. PROPOSED CONDITIONS: PROJECT AREA IS LESS THAN ONE (1)

ACRE OF DISTURBANCE. ALL DISTURBED AREAS WILL BE

RESTORED TO EXISTING GRADE AND STABILIZED WITHIN 3 DAYS

AS SOON AS CONSTRUCTION PERMITS. THE PROJECT WILL ADD

NO IMPERVIOUS SURFACE.

3. ALL IMPROVEMENTS WILL CONFORM WITH THE CITY OF CUMMING

AND/OR FORSYTH COUNTY CONSTRUCTION STANDARDS AND

SPECIFICATIONS, LATEST EDITION.

4. ALL UNDISTURBED BUFFERS SHALL BE IDENTIFIED WITH ORANGE,

FOUR-FOOT TREE-SAVE FENCING PRIOR TO ANY LAND

DISTURBANCE (UDC SEC. 18-10.1)

5. OUTSIDE CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE

HOURS OF 7:00 A.M. TO 7:00 P.M. MONDAY TROUGH FRIDAY, 8:00

A.M. TO 6:00 P.M. SATURDAY, AND NO OUTSIDE CONSTRUCTION

ON SUNDAY (UDC 10-1.13).

6. THE PROJECT SITE IS WITHIN 200 FEET OF STATE WATERS.

7. CONSTRUCTION WASTE MAY NOT BE BURNED OR BURIED AND

MUST BE HAULED TO A STATE APPROVED LANDFILL.

8. ALL UTILITY LINES SHALL BE INSTALLED UNDERGROUND.

9. ALL DISTURBED AREAS SHALL BE RETURNED TO EXISTING GRADE

AS SOON AS CONSTRUCTION PERMITS.

FORSYTH COUNTY REQUIREMENTS:

1. FORSYTH COUNTY UTILITY PERMIT REQUIRED. CALL 770-781-2165

FOR UTILITY PERMIT INFORMATION.

2. CONTACT SCOTT GUNTER AT (770) 781-2165

24 HOURS PRIOR TO WORKING WITHIN 400' OF ANY TRAFFIC

SIGNAL.

3. NOTIFY FORSYTH COUNTY INSPECTOR 24 HOURS BEFORE THE

BEGINNING PHASE OF CONSTRUCTION. (770) 781-2165

4. IRRIGATION SYSTEMS ARE PROHIBITED ON ALL EXISTING AND

PROPOSED COUNTY RIGHT-OF-WAY AND CONSIDERED TO BE A

VIOLATION OF THE COUNTY'S ORDINANCE PROHIBITING

UN-PERMITTED RIGHT-OF-WAY ENCROACHMENTS.

5. FULL SERVICE DRIVES WILL REVERT TO RIGHT IN / RIGHT OUT

DRIVES IF FORSYTH COUNTY DETERMINES THEY ARE CREATING

TRAFFIC PROBLEMS AND/OR ACCIDENTS OR IF ROAD IS WIDENED

TO A MULTI-LANE HIGHWAY WITH MEDIAN.

6. NO STRUCTURES, FENCES OR OTHER OBSTRUCTIONS MAY BE

LOCATED WITHIN A DRAINAGE OR ACCESS EASEMENT WITHOUT

PRIOR APPROVAL BY THE FORSYTH COUNTY DEPARTMENT OF

ENGINEERING.

7. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY

FORSYTH COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN

WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY

OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY

FOR APPROVAL OF ANY WETLAND AREA DISTURBANCE.

8. MAXIMUM CUT SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL.

CONTINUOUS FILL SLOPES TEN (10) FEET IN HEIGHT OR LESS MAY

BE 2 HORIZONTAL TO 1 VERTICAL. ALL CONTINUOUS FILL SLOPES

THAT EXCEED TEN (10) FEET IN HEIGHT MUST BE 3 HORIZONTAL TO

1 VERTICAL UNLESS: a) A MECHANICALLY ENGINEERED STABILIZED

SLOPE IS APPROVED BY THE FORSYTH COUNTY DIRECTOR OF

ENGINEERING; OR b) THE DESIGNED AND CONSTRUCTED SLOPES

ARE CERTIFIED BY A REGISTERED ENGINEER EXPERIENCED IN

GEOTECHNICAL ENGINEERING AND LICENSED IN THE STATE OF

GEORGIA.

9. APPROVAL OF THESE PLANS BY FORSYTH COUNTY IS SUBJECT TO

AND CONTINGENT UPON THE APPLICANT OR OWNER OBTAINING

THE NECESSARY APPROVALS FROM OTHER JURISTICTION

AGENCIES INCLUDING BUT NOT LIMITED TO, THE UNITED STATES

ARMY CORPS OF ENGINEERS, OR UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, GEORGIA DEPARTMENT OF NATURAL

RESOURCES, GEORGIA ENVIRONMENTAL PROTECTION DIVISION,

AND THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION.

10. THIS DEVELOPMENT IS EXCEPTED FROM THE GEORGIA

STORMWATER MANAGEMENT MANUAL AND FORSYTH COUNTY

ADDENDUM TO THE GEORGIA STORMWATER MANAGEMENT

MANUAL AS THERE IS LESS THAN ONE (1) ACRE OF DISTURBANCE

AT ANY ONE TIME AND THERE IS LESS THAN 5000 SF OF NEW

IMPERVIOUS SURFACE BEING CREATED.

PURK YOTAKHONG, P.E.

GSWCC NO. 0000059231

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GENERAL PIPE LINE NOTES:

1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL

BE INSTALLED PER MANUFACTURER’S

RECOMMENDATION & INSTRUCTIONS.

2. RESTRAINED FITTINGS SHALL HAVE FULL JOINT

OF PIPE (NORMALLY 18 OR 20 FT.) ON EACH

SIDE OF THE FITTING UNLESS STATED

OTHERWISE ON THE DRAWING PLAN. WHERE

ANOTHER FITTING IS LOCATED LESS THAN 20

FT. FROM THE FIRST FITTING, THE PIPE

BETWEEN THE TWO SHALL BE A SINGLE PIECE

OF PIPE.

3. FOR RESTRAINED JOINT PIPE INSTALLATION,

JOINT PIPE ASSEMBLY EXTENSION “SLACK”

MUST BE PERFORMED PER MANUFACTURE’S

RECOMMENDATIONS AND INSTRUCTION.

4. CONTRACTOR SHALL COORDINATE ALL PIPE

TIE-INS WITH THE ENGINEER AND THE CITY.

CONTRACTOR SHALL PROVIDE A WRITTEN

WORK PLAN AND SCHEDULE FOR APPROVAL

PRIOR TO MAKING TIE-INS.

5. LOCATION OF HYDROSTATIC LEAK TESTS

SHALL BE APPROVED BY THE ENGINEER.

CONTRACTOR SHALL NOTIFY THE ENGINEER A

WEEK IN ADVANCED PRIOR TO CONDUCTING

THE HYDROSTATIC LEAK TEST.

UTILITY NOTES:

1. LOCATIONS OF UNDERGROUND UTILITIES ARE

APPROXIMATE, & SOME UTILITIES MAY EXIST THAT

ARE NOT SHOWN. BEFORE BEGINNING BORING,

CONTRACTOR SHALL FIELD LOCATE & POT HOLE

ALL EXISTING UNDERGROUND UTILITIES TO

DETERMINE THE EXACT LOCATIONS & ELEVATIONS, &

CONFIRM THAT SPECIFIED ELEVATIONS OF CASINGS

ARE NOT IN CONFLICT WITH EXISTING

UNDERGROUND UTILITIES.

2. CARE SHALL BE TAKEN WHILE EXCAVATING AROUND

ANY EXISTING UTILITIES. WATER AND GAS LINES

MARKED ON THE PLAN AS ABANDONED AND TO BE

REMOVED IF CONFLICTS WITH THE CONSTRUCTION

OF THE PROPOSED WATER MAIN SHALL BE FIELD

VERIFIED/CHECKED BY THE CONTRACTOR PRIOR TO

COMMENCING WORK. NOTIFY THE ENGINEER FOR

ANY DISCREPANCIES.

GENERAL NOTES:

1. INSTALL MARKER BALLS EVERY 200-FT, AT ALL

FITTINGS & CASING ENDS.

2. ALL PIPES SHALL BE INSTALLED W/ A MINIMUM

COVER OF 4'-0" BELOW EXISTING GRADE OR AS

SHOWN ON THE DRAWING. (SEE PROFILE FOR

REFERENCE)

3. PIPE BEDDING SHALL BE TYPE 5. REFERENCE

TYPE 5 BEDDING DETAIL ON SHEET 7.

LEGEND OF SYMBOLS

WATER VALVE

WATER METER

FIRE HYDRANT

UTILITY POLE

LIGHT POLE

SINGLE WING CATCH BASIN (LEFT/RIGHT)

DOUBLE WING CATCH BASI N

JUNCTION BOX

HEADWALL

FLARED END SECTION

SANITARY SEWER MANHOLE

SIGN SINGLE

BENCHMARK

CONTROL POINT

GUY-WIRE

W

LINE LEGEND

EXISTING (SCREENED)

PROPOSED (DARKER AND/OR COLOR)

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED STEEL CASING

PROPOSED CONTOURS

SURVEY LINE LEGEND

EX. WATER LINE

ABANDONED WATER LINE

EX. SEWER LINE

ABANDONED SEWER LINE

EX. FORCE MAIN

ABANDONED FORCE MAIN

EX. OVERHEAD POWER LINE

EX. UNDERGROUND POWER LINE

EX. STORM DRAIN LINE

EX. GUARD RAIL

EX. GAS LINE

EX. FIBER OPTIC CABLE

EX. COMMUNICATION CABLE

EX. UNDERGROUND TELEPHONE LINE

EX. OVERHEAD TELEPHONE LINE

CENTERLINE CREEK

CENTERLINE ROAD

EX. FENCE LINE

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

W W W W

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SS X

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FM X

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G G G G

FO FO FO

COMM COMM

TEL TEL TEL

TEL TEL

X X X X

1200

1200

1200

00 200' 400'

SCALE IN FEET

SCALE: 1" = 200'-0"

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

OVERALL SITE PLAN

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

2

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

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PROPOSED 12" DIP WATER LINE

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1

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7

0

~N/F~

WILLIAMS DEBORAH J ETAL

DB 5388 PG 197

PARCEL 198 363

~N/F~

LONG SUBDIVISION

PHASE 1

PB 134 PG 193

PARCEL 198 447

~N/F~

WILLIAMS DEBORAH ETAL

DB 6390 PG 229

PARCEL 198 399

BUFORD DAM ROAD

~100' R/W~

1

8

"

C

M

P

1

8

"

R

C

P

FOUND

1/2" REBAR

FOUND

DIST. CONDUIT

TBM

CITY STATE BOLT

ON HYDRANT

ELEV = 1185.14

TV

TV

TV

TV

TV

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TV

TV

TV

TVTV

TVTV

TVTV

TVTV

T

HOMESIDE DRIVE

~50' R/W~

SS

SS

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SS

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SS

SS

8" P

VC

8" P

VC

18" R

CP

8" P

VC

10" PVC

SSMH TOP = 1204.87

INV. IN = 1194.39

INV. OUT = 1194.20

SSMH TOP = 1181.07

INV. IN = 1176.37

INV. PLUGGED CORE = 1176.17 (NWLY)

INV. OUT = 1176.07

YI TOP = 1201.47

INV. OUT = 1196.07

JB TOP = 1203.95

INV. IN = 1190.85 (18" CMP ELY)

INV. IN = 1190.85 (18" CMP NWLY)

INV. IN = 1194.40 (18" RCP WLY)

INV. OUT = 1190.80 (18" RCP SLY)

1

8

"

C

M

P

1

8

"

R

C

P

CB TOP = 1204.73

INV. IN = 1191.70

INV. OUT = 1191.53

CB TOP = 1204.18

INV. OUT = 1195.32

P

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FMX

FMX

FMX

FMX

FMX

FMX

FMX

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CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

GRAVEL

DRIVE

EXISTING 12" WATER LINE

TIE IN TO EXISTING

WATER LINE w/

MJ SLEEVE RESTRAINED

EXISTING 8" WATER LINE

EX. FORCE MAIN

PROP. 12" DIP

WATER LINE CL 350

PROP. CONC. THRUST COLLAR

(SEE DETAIL)

5'-0" MIN. FROM EDGE

OF PAVEMENT

PROP. FIRE HYDRANT ASSEMBLY

(SEE DETAIL ON SHEET 8)

ABANDONED FORCE MAINS

0+50

1+50

2+50

3+50

4+50

5+50

MA

TC

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IN

E - (1)

5+

00

PROFILE:PROPOSED WATER MAIN - (1)

1145

1150

1160

1170

1180

1190

1200

1210

1220

1145

1150

1160

1170

1180

1190

1200

1210

1220

-0+25 0+00

0+25 0+50 0+75

1+00

1+25 1+50 1+75

2+00

2+25 2+50 2+75

3+00

3+25 3+50 3+75

4+00

4+25 4+50 4+75

5+00

-0+25 0+00

0+25 0+50 0+75

1+00

1+25 1+50 1+75

2+00

2+25 2+50 2+75

3+00

3+25 3+50 3+75

4+00

4+25 4+50 4+75

5+00

PROP. 12" DIP

WATER LINE CL 350

EXISTING GRADE

TIE IN TO EXISTING

WATER LINE w/

MJ SLEEVE RESTRAINED

PROP. CONC. THRUST COLLAR

(SEE DETAIL)

EX. 12" WATER LINE

EXISTING GRAVEL

DRIVEWAY

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

PLAN & PROFILE PART 1

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

3

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

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/8

/2

02

1 1

1:0

6 A

M

SCALE:

1" = 20'-0" horiz.

1" = 10'-0" vert.

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

NOTES:

1. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND COORDINATION.

2. CONTRACTOR SHALL PLACE 2" OF ASPHALT COLD PATCH OVER PIPE TRENCH

EACH EVENING FROM STATION 10+90 TO 19+70. REPLACEMENT COLD PATCH

MAY BE REQUIRED TO CORRECT UNSAFE CONDITIONS.

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1

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7

0

1160

1150

1

1

4

0

1130

1120

~N/F~

WILLIAMS MORRIS ETAL

DB 6390 PG 227

PARCEL 198 007

~N/F~

MOHEBESFAHANI MOHAMMADREZA &

FOROUSHANI SOHAYLA MOHEBBI

DB 8668 PG 450

PARCEL 198 008

TOW

NHOM

ES OF L

ANIER P

HASE IV

~N/F~

WILLIAMS DEBORAH ETAL

DB 6390 PG 229

PARCEL 198 399

K

E

M

P

D

R

I

V

E

~

6

0

'

R

/

W

~

RID

GE

R

OA

D

~60' R

/W

~

12" CPP

18" CPP

18" CPP

15" RCP

FOUND

1/2" REBAR

FOUND

DIST. CONDUIT

FOUND

5/8" REBAR

FOUND

1" O.T.P.

FOUND

1/2" REBAR

FIBER OPTIC

MARKER

"45 MPH"

"20 MPH"

"STOP"

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

BUFORD DAM ROAD

~100' R/W~

P

P

P

P

P

P

P

P

FMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFM

FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM XFM

FM FM FM FM FM

FM

FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W WW

WW

WW

WW

WW

WW

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

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S5+00 6+00 7+008+00 9+00 10+00

R/W

R/W

R/W

R/W

R/W

P

/

L

P

/L

P

/

L

P

/L

P

/

L

P

/

L

P

/L

P

/

L

FMFMFMFMFMFMFMFMFMFMFMFMFM

FM

FM

FM

F

M

F

M

CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

PROP. 12" DIP

WATER LINE CL 350

CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

GRAVEL

DRIVE

GRAVEL

DRIVE

EXISTING 8" WATER LINE

EXISTING 8" WATER LINE

EX. 6" & 2-1/2" FORCE MAINS

EX. 3" FORCE MAIN

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

5'-0" M

IN. F

ROM

EDG

E

OF P

AVEMENT

MB

MB

MB

ABANDONED FORCE MAINS

STA - 10+77

PROP. 12" GATE VALVE, MJ

4+50 5+50 6+50 7+508+50 9+50 10+50

MA

TC

H L

IN

E - (1

)

5+

00

MA

TC

H L

IN

E - (2)

10+

00

PROFILE:PROPOSED WATER MAIN - (2)

1103

1110

1120

1130

1140

1150

1160

1170

1180

1103

1110

1120

1130

1140

1150

1160

1170

1180

5+00

5+25 5+50 5+75

6+00

6+25 6+50 6+75

7+00

7+25 7+50 7+75

8+00

8+25 8+50 8+75

9+00

9+25 9+50 9+75

10+00

5+00

5+25 5+50 5+75

6+00

6+25 6+50 6+75

7+00

7+25 7+50 7+75

8+00

8+25 8+50 8+75

9+00

9+25 9+50 9+75

10+00

PROP. 12" DIP

WATER LINE CL 350

EXISTING GRADESTA. - 5+17

EXISTING 6" & 2-1/2"

FORCE MAIN

EXISTING GRAVEL

DRIVEWAY

EXISTING GRAVEL

DRIVEWAY

120'-0"

380 LF

ALL RESTRAINED

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

PLAN & PROFILE PART 2

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

4

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:0

6 A

M

SCALE:

1" = 20'-0" horiz.

1" = 10'-0" vert.

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

NOTES:

1. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND COORDINATION.

2. CONTRACTOR SHALL PLACE 2" OF ASPHALT COLD PATCH OVER PIPE TRENCH

EACH EVENING FROM STATION 10+90 TO 19+70. REPLACEMENT COLD PATCH

MAY BE REQUIRED TO CORRECT UNSAFE CONDITIONS.

T

S

W

W

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

G

G

G

G

X

X

X

X

X

X

X

X

X

1

1

3

0

1120

1

1

1

0

1

1

0

0

1

0

9

0

~N/F~

TOWNHOMES OF LANIER PHASE IV

PB 107 PG 57

PARCEL 198 587

~N/F~

HABERSHAM ACTION

COMMITTEE INC

DB 4316 PG 47

PARCEL 198 360

BUFORD DAM ROAD

~100' R/W~

TO

WN

HO

US

E

CIR

CL

E

~P

RIV

AT

E~

48" CMP

1

8

"

C

M

P

15" RCP

FOUND

1/2" REBAR

FOUND

3/8" REBAR

~N/F~

CINDY CARTER SCURRY

1945 BUFORD DAM RD

DB 9580 PG 217

PARCEL 198 036

~N/F~

DAVID WALL

1925 BUFORD DAM RD

DB 339 PG 494

PARCEL 198 035

~N/F~

U.S. ARMY CORPS

OF ENGINEERS

"LAKE SYDNEY

LANIER"

U.S

. AR

MY

CO

RP

S O

F E

NG

INE

ER

S

FIBER OPTIC

MARKER

2

5

'

S

T

A

T

E

B

U

F

F

E

R

5

0

'

U

N

D

I

S

T

U

R

B

E

D

B

U

F

F

E

R

"ABANDONED

UTILITY POLE"

25' S

TA

TE

BU

FF

ER

50' U

ND

IS

TU

RB

ED

BU

FF

ER

E

D

G

E

O

F

W

A

T

E

R

E

D

G

E

O

F

W

A

T

E

R

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

BUFORD DAM

ROAD

~100' R/W~

N

E

IG

H

B

O

R

H

O

O

D

S

IG

N

P

P

P

P

P

PP

P

P

P

P

P

P

P

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

F

M

X

F

M

X

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFM

FMFM

FMFM

FM

FM

FM

FM

FM

FM

FM

FMFM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFM

FMFM

FMFM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

~N

/F

~

U.S

. A

RM

Y C

OR

PS

O

F

EN

GIN

EE

RS

"L

AK

E S

YD

NE

Y L

AN

IE

R"

PA

RC

EL

312 145

10+00

1

1

+

0

0

12+00

13+00

14+00

15+00

R/W

R/W

R/W

R/W

P/L

P/L

P

/L

P

/L

P

/

L

P

/L

FM

FM

FM

FM

PROP. 12" DIP

WATER LINE CL 350

CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

EXISTING 8" WATER LINE

EXISTING 8" WATER LINE

EX. 6" & 2-1/2" FORCE MAINS

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

STA - 10+83

PROP. 12" DIP

45° BEND, MJ

STA - 11+12

PROP. 12" DIP

45° BEND, MJ

5'-0" FROM EDGE

OF PAVEMENT

ABANDONED

FORCE MAINS

STA - 10+77

PROP. 12" GATE VALVE, MJ

STA - 12+19

PROP. 12"x8" DIP

CROSS, MJ.

PROP. CONC. THRUST COLLAR

(SEE DETAIL)

9+50

10+50

11+50

12+50

13+50

14+50

15+50

MA

TC

H L

IN

E - (2)

10+

00

MA

TC

H L

IN

E - (3)

15+

02

PROFILE:PROPOSED WATER MAIN - (3)

1063

1070

1080

1090

1100

1110

1120

1130

1140

1063

1070

1080

1090

1100

1110

1120

1130

1140

10+00

10+25 10+50 10+75

11+00

11+25 11+50 11+75

12+00

12+25 12+50 12+75

13+00

13+25 13+50 13+75

14+00

14+25 14+50 14+75

15+00

10+00

10+25 10+50 10+75

11+00

11+25 11+50 11+75

12+00

12+25 12+50 12+75

13+00

13+25 13+50 13+75

14+00

14+25 14+50 14+75

15+00

ASPHALT ROAD

(BUFORD DAM ROAD)

STA - 10+83

PROP. 12" DIP

45° BEND, MJ

STA - 11+12

PROP. 12" DIP

45° BEND, MJ

PROP. 12" DIP

WATER LINE CL 350

EXISTING GRADE

EX. SEWER LINE

STA - 10+77

PROP. 12" GATE VALVE, MJ

STA - 12+19

PROP. 12"x8" DIP

CROSS, MJ.

120'-0" 120'-0"

380 LF

ALL RESTRAINED

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

PLAN & PROFILE PART 3

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

5

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:0

6 A

M

SCALE:

1" = 20'-0" horiz.

1" = 10'-0" vert.

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

PROP. FIRE HYDRANT ASSEMBLY

(SEE DETAIL ON SHEET 8)

NOTES:

1. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND COORDINATION.

2. CONTRACTOR SHALL PLACE 2" OF ASPHALT COLD PATCH OVER PIPE TRENCH

EACH EVENING FROM STATION 10+90 TO 19+70. REPLACEMENT COLD PATCH

MAY BE REQUIRED TO CORRECT UNSAFE CONDITIONS.

3. MILL 1 1/2" OF EXISTING PAVEMENT AND PAVE 1 1/2" - 12.5mm SUPERPAVE

SURFACE COURSE. FROM EX. CURB TO ROAD CL AS SHOWN ON PLANS.

SAW CUT & CONNECT TO EXISTING WATER LINE WITH 12 x 8 CROSS,

MJ. CONTRACTOR TO FIELD VERIFY TIE-IN LOCATION & ELEVATION.

NOTIFY ENGINEER OF CONFLICTS. ALL FITTING TO BE RESTRAINED

SAW CUT & CONNECT TO EXISTING WATER LINE WITH 12 x 8 CROSS,

MJ. CONTRACTOR TO FIELD VERIFY TIE-IN LOCATION & ELEVATION.

NOTIFY ENGINEER OF CONFLICTS. ALL FITTING TO BE RESTRAINED

REPAVE AS SHOWN

(SEE NOTE 3 THIS SHEET)

T

X

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

GGGG

G

G

G

1

0

9

0

1

1

0

0

1

1

1

0

1

1

2

0

~N/F~

NORTH COVE PHASE 2-A

PB 186 PG 44

PARCEL 199 502

BU

FOR

D D

AM

RO

AD

~100' R/W

~

12" RCP

24" RCP

1

5

"

R

C

P

FOU

ND

1/2" R

EB

AR

~N/F~

MAY LE PHAN

2005 BUFORD DAM RD

DB 9434 PG 643

PARCEL 224 380

~N

/F~

U.S

. A

RM

Y C

OR

PS

OF

EN

GIN

EE

RS

"L

AK

E S

YD

NE

Y

LA

NIE

R"

~N/F~

U.S. ARMY CORPS OF ENGINEERS

"LAKE SYDNEY LANIER"

DB 185 PG 271

PARCEL 312 145

6" DIP

WA

TER

LIN

E

EX

PO

SE

D E

LBO

W

FIBE

R O

PTIC

MA

RK

ER

2

5

' S

T

A

T

E

B

U

F

F

E

R

2

5

' S

T

A

T

E

B

U

F

F

E

R

5

0

' U

N

D

IS

T

U

R

B

E

D

B

U

F

F

E

R

25' S

TA

TE

BU

FF

ER

E

D

G

E

O

F

W

A

T

E

R

E

D

G

E

O

F

W

A

T

E

R

~N/F~

JONATHAN & LEANNE BROWN

2015 BUFORD DAM RD

DB 1823 PG 188

PARCEL 224 014

WW

WW

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

BUFORD DAM ROAD

~100' R/W

~

P

P

P

P

P

P

~N/F~

U.S. ARMY CORPS OF

ENGINEERS

"LAKE SYDNEY LANIER"

FM

FM

FM

FM

FM

FM

FM

F

M

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFM

FM

FM

F

M

FM

FM

FM

F

M

FM

FM

FM

FMFM

FM

FM

FM

FM

F

M

FM

FM

FM

FM

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

W

W

W

W

W

W

W

W

W

W

W

W

W

E

D

G

E

O

F

W

A

T

E

R

ED

GE

O

F W

AT

ER

~N

/F

~

U.S

. A

RM

Y C

OR

PS

O

F

EN

GIN

EE

RS

"L

AK

E S

YD

NE

Y L

AN

IE

R"

PA

RC

EL

312 145

15+00

16+00

17+00

18+00

19+00

19+70

R/W

R/W

R/W

P/L

P

/

L

P/L

P/L

PROP. 12" DIP

WATER LINE CL 350

CONTRACTOR TO MAINTAIN MIN. 5'-0"

SEPERATION FROM EX. GAS LINE

EXISTING 12"

WATER LINE

EXISTING 8" WATER LINE

EX. 6" & 2-1/2" FORCE MAINS

CONTRACTOR TO MAINTAIN MIN. 10'-0"

SEPERATION FROM EX. FORCE MAIN

TIE IN TO EXISTING

WATER LINE w/

MJ SLEEVE RESTRAINED

STA - 18+57

PROP. 12" DIP

45° BEND, MJ

STA - 18+81

PROP. 12" DIP

45° BEND, MJ

5'-0" FROM EDGE

OF PAVEMENT

14+50

15+50

16+50

17+50

18+50

19+50

MA

TC

H L

IN

E - (3)

15+

02

PROFILE:PROPOSED WATER MAIN - (4)

1058

1060

1070

1080

1090

1100

1110

1120

1130

1140

1058

1060

1070

1080

1090

1100

1110

1120

1130

1140

15+00

15+25 15+50 15+75

16+00

16+25 16+50 16+75

17+00

17+25 17+50 17+75

18+00

18+25 18+50 18+75

19+00

19+25 19+50 19+75

19+85

15+00

15+25 15+50 15+75

16+00

16+25 16+50 16+75

17+00

17+25 17+50 17+75

18+00

18+25 18+50 18+75

19+00

19+25 19+50 19+75

19+85

STA. - 18+71

EXISTING 4"

PLASTIC GAS LINE

PROP. 12" DIP

WATER LINE CL 350

EXISTING GRADE

STA - 18+81

PROP. 12" DIP

45° BEND, MJ

STA - 18+57

PROP. 12" DIP

45° BEND, MJ

TIE IN TO EXISTING

WATER LINE w/

MJ SLEEVE RESTRAINED

40'-0"

153 L.F.

ALL RESTRAINED

EX. 12" WATER LINE

ASPHALT ROAD

(BUFORD DAM ROAD)

EXISTING ASPHALT

DRIVEWAY

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

PLAN & PROFILE PART 4

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

6

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:0

6 A

M

SCALE:

1" = 20'-0" horiz.

1" = 10'-0" vert.

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

NOTES:

1. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND COORDINATION.

2. CONTRACTOR SHALL PLACE 2" OF ASPHALT COLD PATCH OVER PIPE TRENCH

EACH EVENING FROM STATION 10+90 TO 19+70. REPLACEMENT COLD PATCH

MAY BE REQUIRED TO CORRECT UNSAFE CONDITIONS.

3. MILL 1 1/2" OF EXISTING PAVEMENT AND PAVE 1 1/2" - 12.5mm SUPERPAVE

SURFACE COURSE. FROM EX. CURB TO ROAD CL AS SHOWN ON PLANS.

REPAVE AS SHOWN

(SEE NOTE 3 THIS SHEET)

PROP. FIRE HYDRANT ASSEMBLY

(SEE DETAIL ON SHEET 8)

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

MISCELLANEOUS DETAILS

PART 1

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

7

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:4

9 A

M

10

"

6"

6"

6"

24"

5"

10 1/2'

11 3/4"

COMPACTED GRAVEL

SUB-BASE

6"

10

"

6"

6"

24"

6"18"

ROLL BACK CURB

COMPACTED GRAVEL

SUB-BASE

SLOPE - 3/4" IN 5"

1" R

1"

2" R

5 1/4"

6"

FINISHED

GROUND

8" R

6"

FINISHED

GROUND

1"

ROADWAY

ROADWAY

HIGH BACK CURB

CITY OF CUMMING

DEPARTMENT OF UTILITIES

CURB AND GUTTER DETAILS

W-4 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

8 1/2" RAD

LATEST REVISION

SCALE: NOT TO SCALE

04/21/2020

CITY OF CUMMING

DEPARTMENT OF UTILITIES

ALLOWABLE TRENCH WIDTH

CHART

W-3B LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

CITY OF CUMMING

DEPARTMENT OF UTILITIES

BEDDING DETAILS

WATER MAINS

DETAIL NUMBER:

09/11/2020

NOTES:

1. TRENCH WIDTH MINIMUMS PER DETAIL W-3B.

2. BACKFILL SHALL BE PLACED IN MAXIMUM 4-6 INCH LIFTS, TAMPED OR COMPACTED IN ACCORDANCE WITH AWWA C600

(CURRENT EDITION).

3. NATIVE OR LOOSE SOILS ARE THOSE EXCAVATED FROM THE TRENCH, FREE OF LARGE ROCKS (GREATER THAN 2-INCHES),

FOREIGN MATERIALS, AND FROZEN EARTH.

4. GRANULAR OR SELECT FILL MATERIAL SHALL BE COMPACTED TO 90% STANDARD PROCTOR

PER AASHTO T-99.

5. TYPE "V" BEDDING REQUIRED FOR ALL WATER MAIN INSTILLATION.

6. WHERE TRENCH IS EXPOSED ROCK, 6-9 INCHES MIN. CUSHION REQUIRED BETWEEN PIPE & ROCK.

7. TYPE I AND TYPE II LAYING CONDITIONS SHALL NOT BE ALLOWED FOR WATER MAINS.

C

LATEST REVISION

W-3ASCALE: NOT TO SCALE

TYPE V BEDDING

APPROVED

GRANULAR FILL

OR # 57 STONE

1

8

O.D.

OR 6" MIN IN

ROCK TRENCH

OR 4" MIN FOR

EARTH TRENCH,

WHICHEVER IS

GREATER

O

.

D

.

L

BA

CK

FIL

L

TO

G

RA

DE

(N

OT

E 2)

EARTH OR ROCK TRENCH

(NOTE 6)

12" COVER

DIP

MJ BEND

2" X 1/4" COATED STEEL STRAP (2 REQUIRED)

DIP

6" MIN

6" MIN

9"

2" X 1/4" COATED STEEL STRAP

A

4" 4"

STRAP DETAIL

A

C

D

B

R

CONCRETE THRUST

BLOCK SEE W-16B

FOR DIMENSIONS

A,B,C,D.

CITY OF CUMMING

DEPARTMENT OF UTILITIES

THRUST RESTRAINT

UPWARD THRUST

W-14A LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

C/L

C

A

B

D

MINIMUM DIMENSIONS FOR CONCRETE BLOCKING

NOTES:

1. SEE STRAP DETAIL IN W-16A FOR REQUIRED STRAPS.

2. COVER GLANDS & BOLTS W/ 6 MIL POLYETHYLENE BEFORE PLACING

CONCRETE.

3. ALLOW CONCRETE TO SET FOR A MINIMUM OF 6 HOURS BEFORE PLACING

BACKFILL.

4. CONCRETE SHALL BE 3000 PSI CLASS A.

5. ALL DUCTILE IRON FITTINGS SHALL BE BLOCKED AND SUPPORT AS SHOWN

6. UNDER ADVERSE CONSTRUCTION CONDITIONS,

CONCRETE SHALL BE "HIGH EARLY" TYPE.

7. COAT STEEL STRAP W. BITUMINOUS ASPHALT COATING.

CITY OF CUMMING

DEPARTMENT OF UTILITIES

THRUST RESTRAINT SIZE CHART

UPWARD THRUST

W-14B LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

DESIGN DATA

1. DIMENSION OF THRUST BLOCK IN FEET BASED ON 2000 POUNDS PER SQUARE FOOT SOIL BEARING PRESSURE. ACTUAL

INSIDE DIAMETER OF DIP, CLASS 50, 250 PSI TEST PRESSURE.

2. CONCRETE SHALL BE CLASS A, 3000 PSI.

3. UNDER ADVERSE CONSTRUCTION CONDITIONS, CONCRETE SHALL BE "HIGH EARLY" TYPE.

SECTION "A"

NOTES:

1. SOIL CONDITIONS SHALL BE VERIFIED BY THE ENGINEER

BEFORE THRUST BLOCK DESIGN IS IMPLEMENTED.

2. COVER GLANDS & BOLTS W/ POLYETHYLENE BEFORE

PLACING CONCRETE.

3. ALLOW CONCRETE TO SET UP A MIN. OF 6 HOURS BEFORE

PLACING BACKFILL.

MINIMUM DIMENSIONS FOR CONCRETE BLOCKING

B

D

1/2 D

C

A

A

A

CONCRETE THRUST BLOCK

BEND, TEE, OR PLUG

WRAP FITTING W/ 6MILPOLYETHYLENE BEFORE

POURING CONCRETE THRUST BLOCK

UNDISTURBED SOIL

UNDISTURBED

SOIL

BEND, TEE, OR PLUG

CONCRETE THRUST BLOCK

A

CITY OF CUMMING

DEPARTMENT OF UTILITIES

THRUST RESTRAINT:

HORIZONTAL THRUST

W-13 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

NOTES:

1. IF "G" IS GREATER THAN 1 / 2", AT ITS NARROWEST POINT, THEN A FULL-CIRCLE SPACER OR "DUTCHMAN" MUST BE

CUT AND PLACED IN THE GAP BEFORE THE SLEEVE IS USED TO CLOSE THE JOINT.

2. THE "DUTCHMAN" SPACER SHALL BE CUT TO A WIDTH NO LESS THAN 1 / 4" LESS THAN THE NARROWEST WIDTH OF

"G".

3. EACH PIPE SPIGOT SHALL BE MARKED TO INDICATE THE POINT WHERE THE SLEEVE WILL BE PROPERLY CENTERED

OVER THE POINT.

4. "FULL-CIRCLE" REPAIR CLAMPS ARE NOT APPROVED FOR JOINING PIPE.

DIP SOLID SLEEVE OR DRESSER

TYPE

"G"

"DUTCHMAN" SPACER

SPACES ARE FOR ILLUSTRATION PURPOSES ONLY.

CITY OF CUMMING

DEPARTMENT OF UTILITIES

PIPE JOINING: USE OF SOLID SLEEVE

W-11 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

DESIGN DATA

1. DIMENSION OF THRUST BLOCK IN FEET BASED ON 2000 POUNDS PER SQUARE FOOT SOLI BEARING PRESSURE AND 250 PSI

TEST PRESSURE. ACTUAL INSIDE DIAMETER OF DIP, CLASS 50, USED AS STANDARDS.

2. CONCRETE SHALL BE CLASS A, 3000 PSI. UNDER ADVERSE CONSTRUCTION CONDITIONS, CONCRETE SHALL BE "HIGH

EARLY" TYPE.

MINIMUM DIMENSIONS FOR CONCRETE BLOCKING

A

1/2 O.D

A

B

A

C

1/2 D

D

SECTION "A"

CONCRETE

THRUST BLOCK

BEND, TEE, OR PLUG

WRAP FITTING W/ 6MILPOLYETHYLENE BEFORE

POURING CONCRETE THRUST BLOCK

UNDISTURBED

SOIL

NOTES:

1. SOIL CONDITIONS SHALL BE VERIFIED BY THE ENGINEER

BEFORE THRUST BLOCK DESIGN IS IMPLEMENTED.

2. COVER GLANDS & BOLTS W/ POLYETHYLENE BEFORE

PLACING CONCRETE.

3. ALLOW CONCRETE TO SET UP A MIN. OF 6 HOURS BEFORE

PLACING BACKFILL.

CONCRETE

THRUST BLOCK

BEND, TEE, OR PLUG

A

CITY OF CUMMING

DEPARTMENT OF UTILITIES

THRUST RESTRAINT:

DOWNWARD THRUST

W-15 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

MISCELLANEOUS DETAILS

PART 2

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

8

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:4

9 A

M

NOTES:

1. PIPE SHALL BE DUCTILE IRON.

2. SOIL CONDITIONS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO THRUST RESTRAINT DESIGN.

3. WATER MAINS 4"-8" DIAMETER SHALL USE #5'S AT 9" ON CENTER E.W.E.F. WITH 3" CLEAR COVER.

10"-16" DIAMETER SHALL BE ON #6'S AT 9".

4. WATER MAINS LARGER THAN 16" I.D. SHALL BE SIZED AND DESIGNED BY THE ENGINEER.

DESIGN DATA:

1. DIMENSION OF THRUST RESTRAINT IN FEET BASED ON 2000 POUNDS PER SQUARE FOOT SOIL

BEARING PRESSURE AND 250 PER SQUARE INCH TEST PRESSURE. ACTUAL INSIDE DIAMETER OF

DUCTILE IRON PIPE, CLASS 50, USED AS STANDARD.

2. CONCRETE SHALL BE CLASS A, 3000 PSI.

3. CONCRETE SHALL BE "HIGH EARLY" TYPE FOR ADVERSE APPLICATIONS.

4. ALLOW CONCRETE TO SETUP A MINIMUM OF 6 HOURS BEFORE PLACING BACKFILL.

DIP

(TO BE USED WITH EMBEDDED DUCTILE IRON RETAINER GLAND)

THRUST COLLAR

(INSPECTOR MUST WITNESS

INSTALLATION)

CENTER

IN COLLAR

CITY OF CUMMING

DEPARTMENT OF UTILITIES

THRUST RESTRAINT

CONCRETE COLLAR

W-16 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

NOTE 3

A

B

C

D

E

3" CLR

MINIMUM DIMENSIONS

NOTES:

1. ALL CROSSINGS SHALL BE FREE-BORE UNLESS

SPECIFIED BY CONTRACT DRAWINGS OR

APPROVED BY THE CITY.

2. SUBGRADE COMPACTION AND MATERIALS

SHALL MEET CITY SPECIFICATIONS AND

TRENCHING STANDARD DETAILS.

3. SAW CUTS SHALL BE VERTICAL AND

EXPANSION MATERIAL INSTALLED AS

REQUIRED.

4. FOR CONCRETE DRIVEWAYS REMOVE &

REPLACE BACK TO THE NEAREST

CONSTRUCTION JOINT(S).

5. FINISHED GRADE TO BE FLUSH WITH EDGE OF

DRIVE.

6. FINISHED SURFACE OF REPAIRED AREA TO

MATCH EXISTING SURFACE.

CITY OF CUMMING

DEPARTMENT OF UTILITIES

DRIVEWAY CUT REPAIRS

W-27 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

CONCRETE

GRAVEL

ASPHALT

DRIVEWAY WIDTH REPAIR

MATCH EXISTING

MATERIALS

3,000 PSI

CONCRETE

MATCH

EXISTING

(4'' MIN)

DRIVEWAY WIDTH REPAIR

MATCH EXISTING

MATERIALS

DRIVEWAY WIDTH REPAIR

MATCH EXISTING

MATERIALS

SECTION A - A

GRAVEL OR

GRADED

AGGREGATE BASE

COMPACT TO 98%

STD. PROCTER

PLAN VIEW

SUBGRADE (NOTE 2)

SUBGRADE

(NOTE 2)

SUBGRADE

(NOTE 2)

MATCH

EXISTING

(6'' MIN)

RO

AD

WA

Y / S

TR

EE

T

DR

IV

EW

AY

A

CULVERT/

STORM DRAIN

TRENCH

A

CONSTRUCTION

JOINT (NOTE 3,4)

RIG

HT

O

F

WA

Y

ED

GE

O

F

P

VM

T

TOP OF

PAVEMENT

MATCH EXISTING

(2-1/2" MIN)

6" MIN GRADED

AGGREGATE BASE

PIPE O.D.

8"

TRENCH WIDTH

8"

PIPE O.D.

8"

REPLACE ORIGINAL

EXCAVATED MATERIAL AS FILL

AND CONSOLIDATE

CLASS "B"

CONCRETE

ENCASEMENT

REQUIRED

NOTE:

WHERE CONCRETE ENCASEMENT IS

REQUIRED, ANY OVER EXCAVATION

OF TRENCH SHALL BE FILLED

W/CLASS "B" CONCRETE

8"

CITY OF CUMMING

DEPARTMENT OF UTILITIES

CONCRETE ENCASEMENT

DETAIL

W-32 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

TRENCH WIDTH SHALL BE IN ACCORDANCE WITH THE SEE

ALLOWABLE TRENCH WIDTH CHART STANDARD DETAIL.

FINISH GRADE

PVC CAP

LOCATOR BALL

6" MIN.

2'-0" MAX.

3'-0" MAX.

6" PVC SCHEDULE

40

INSTALL TRUE

AND PLUMB

TEMPORARY GRADE

MARKER POST AND CAP TO

BE PROTECTED UNTIL

FINAL GRADE

ESTABLISHED

SAND OR No.57

STONE BACKFILL TO

TOP OF PIPE

PVC CAP

MARKER BALL TABLE

MARKER BALL #

165-9312

245-3944

DESCRIPTION

36 IN X 45 DEG BEND

END 48" CASING

NORTHING

1526675.18

1522406.26

EASTING

2300936.89

2302786.52

ELEVATION: TOP OF PIPE OR FITTING

1196.60

1224.20

CITY OF CUMMING

DEPARTMENT OF UTILITIES

TYPE V BEDDING & ASPHALT

REPAIR /REPLACEMENT

SCALE: NOT TO SCALE

DETAIL NUMBER:

NON-STANDARD

DETAIL

NOTES:

1. ALL PAVEMENT TO BE SAW CUT

2. D = NOMINAL PIPE DIAMETER

3. SURFACES TO BE CLEANED AND BITUMINOUS TACK COAT PRIME APPLIED

BEFORE PLACEMENT OF ASPHALTIC TOP.

4. SHEETING, SHOREUP, AND BRACE TRENCH WHEN LOOSE SOIL

& SAFETY REQUIRES.

"42"

"12"

8" MIN. UNDER BELL

12"

4'-0" M

IN

. (S

EE

P

RO

FIL

E)

12"12"

BEDDING OF

COMPACTED #57

STONE OR OTHER

APPROVED

GRANULAR

MATERIAL.

SELECT MATERIAL

COMPACTED TO

100% STD. PROCTOR.

1-1/2" MIN. TYPE "E" OR "F"

ASPHALT SURFACE COURSE

OR MATCH EXISTING DEPTH

℄

6" GRADED

AGGREGATE

COMPACT TO

SPECIFICATIONS

EDGE OF

CONC.

CURB &

GUTTER

REFER TO PLAN

℄

EX. ASPHALT

PAVEMENT REPAIR TYPE "A"

TACK COAT

PRIME COAT

2-1/2" MIN. TYPE "B" ASPHALT

BASE COURSE OR MATCH

EXISTING DEPTH

CITY OF CUMMING

DEPARTMENT OF UTILITIES

MARKER BALLS

W-38 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

NOTES:

1. MARKER BALLS SHALL BE 3M DYNATEL SERIES EMS ID BALL MARKERS, MODEL NUMBER 1424-XR/ID FOR SEWER,

WITH LOCATOR 3M DYNATEL 2250M-ID-UU-3W-RT.

2. IN ASPHALT PAVING, CUT OFF MARKER POST TO BRING TOP OF CAP FLUSH WITH TEMPORARY PAVING.

3. MARKER BALLS SHALL BE INSTALLED ALONG ℄OF PIPE AT A MAXIMUM 200 FT INTERVALS, AT ALL TEES, BENDS

AND CASING ENDS.

DURING CONSTRUCTION FINISHED CONSTRUCTION

No. 57 STONE

BACKFILL

PIPE SIZE AND TYPE VARIES

C/L

MA

RK

ER

P

OS

T

PIPE SIZE AND TYPE VARIES

INSIDE MARKER POST SHALL BE KEPT FREE

OF DIRT,GRAVEL AND DEBRIS UNTIL

MARKER BALL IS GPS LOCATED AND

MEASURED

C/L

MA

RK

ER

P

OS

T

CITY OF CUMMING

DEPARTMENT OF UTILITIES

VALVE MARKER DETAIL

W-39 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

04/21/2020

1/8" X 2" LONG

DOWEL (2)

3/32"

DETAIL OF

ALUMINUM PLATE

2"

1 1/4"

4'-0

"

1'-6

"

MARKED ON

TWO SIDES

2 - #3

BARS

4"

4"

NOTES:

1. ALUMINUM PLATE CAST IN SIDE OF MARKER POST.

2. DISTANCE (NEAREST FOOT) FROM CENTER LINE OF POST TO CENTER LINE OF

VALVE BOX AND DIRECTION ARROW TO BE STAMPED INTO PLATE WITH STEEL DIE

AFTER MARKER IS SET.

1'-0"

MIN

.

RIG

HT

O

F W

AY

1

1

2

"

17" M

IN

.

MIN. 4'-0" COVER

MAX. 5'-0" COVER

5'-0"

BACK OF CURB

#57

STONE

(TYP)

BURY

DEPTH

NO CONTACT ONVALVE BONNET

BRICK

GATE VALVE MJ

WEEP HOLE

CONC.

THRUST

BLOCK

HYDRANT TEE

CONCRETE

THRUST BLOCK

(SEE DETAIL W-13)

CITY OF CUMMING

DEPARTMENT OF UTILITIES

FIRE HYDRANT INSTALLATION

W-19 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

08/30/2017

CAST IRONSLIP-TYPE

ADJUSTABLEVALVE BOX

MJ W/

RETAINER GLANDS

12" MIN.

D.I.P. ANCHORING

PIPE COUPLING

18"

16"

NOTES:

1. WORK WITHIN GEORGIA D.O.T. OR COUNTY RIGHT OF WAYS REQUIRE A PERMIT FROM THE APPROPRIATE AGENCY AND

MORE STRINGENT STANDARDS MAY APPLY.

2. WATER MAINS SHALL HAVE MIN. 4-FT COVER (FIN. GRADE TO TOP OF PIPE).

3. SET HYDRANT PLUMB WITH MIN. 1.5 IN. FROM FIN. GRADE TO BOTTOM FLANGE.

4. FOR REGULAR TEE FITTING, MIN. NIPPLE LENGTH SHALL BE 12-INCHES.

5. COMPACTED #57 STONE UNDER HYDRANT. STONE SHALL BE PLACED 6-INCHES ABOVE WEEP HOLES, 18-INCHES BELOW

WEEP HOLES AND 18-INCHES TOWARDS THE MAIN. ALSO 16-INCHES LATERALLY ON EACH SIDE.

6. THRUST BLOCKING SHALL NOT COVER WEEP HOLES

PLAN VIEW

FINISHED

GRADE

CONC. VALVE PAD2'-0" SQ.

ANCHOR

COUPLING

VALVE w/

MEGALUGS

STAINLESS

STEEL RODS

MEGALUGS

C/L

W A T E R

CAST IRON COVER WITH

"WATER" CAST ON TOP

ADJUSTABLE - TYPE

CAST IRON

VALVE BOX

PROVIDE CONCRETE

COLLAR IN UNPAVED AREA

GATE VALVES FOR

LINES 10" AND

SMALLER

BASE OF VALVE

BOX SHALL NOT

REST ON VALVE

BLOCK

SUPPORTS

4"

NOTES:

1. ALL GATE VALVES SHALL HAVE A VALVE BOX.

2. VALVE STEM REQUIRED ON INSTALLATIONS OVER 4' OF DEPTH, BROUGHT TO WITHIN 2' OF FINISHED GRADE.

3. VALVE EXTENSION TO HAVE SET SCREWS.

CITY OF CUMMING

DEPARTMENT OF UTILITIES

GATE VALVE INSTALLATION DETAIL

20" AND SMALLER

W-6 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

2'-0" SQUARE

VALVE

VALVE OPERATING NUT

STANDARD OPERATING

WRENCH COUPLING

SQUARE SOLID STEEL

STEM (LENGTH VARIES)

STANDARD VALVE

OPERATING NUT

CENTERING STEEL PLATE

VALVE STEM EXTENSION DETAIL

COMPACTED

#57 STONE

SET SCREWS

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

MISCELLANEOUS DETAILS

PART 3

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

9

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:4

9 A

M

THOROUGHLY COMPACTED BACKFILL

TO SPECIFICATION REQUIREMENTS

COPPER (TYPE K)

EXIST. WATER LINE: 4'' TO 16''

DOUBLE

STRAP

TAPPING

SADDLE

CORPORATION STOP

A.Y. McDONALD BRASS

OUTLET PIPE SIZE: 3/4'' TO 2''

DOUBLE STRAP

BRASS SADDLE

COPPER (TYPE K)

DOUBLE STRAP BRASS SADDLE

CORPORATION STOP

CITY OF CUMMING

DEPARTMENT OF UTILITIES

TAPPING SADDLE AND

CORPORATION STOP

W-8B LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

EXIST. WATER LINE: 4'' TO 16''

( 1 FULL JOINT )

NOTES:

1. IF PIPE ON BOTH SIDES OF VALVE IS NOT DIP, THEN VALVE

MUST BE SUPPORTED AND STRAPPED DOWN TO A CONCRETE

PAD.

2. STUB OUT MUST BE HYDROSTATICALLY TESTED WITH REST

OF WATER MAIN.

3. IN LIEU OF SLIP-JOINT AND COMPRESSION PLUG, AN M.J.

JOINT MAY BE USED WITH A M.J. PLUG

4. STUB OUT PLUG SHALL BE TAPPED W/ 3/4" COPPER

CORPORATION STOP & ROUTED TO METER BOX & CURB STOP

CAST IRON

SLIP-TYPE

ADJUSTABLE VALVE

BOX

SEE BLOW OFF VALVE DETAIL 4-INCH AND LARGER

DETAIL

PROPERTY

LINE OR

AS DIRECTED

DUCTILE IRON RETAINER

GLAND

DETAIL W-16

3' MINIMUM

COVER FOR 10"

& SMALLER.

4' MINIMUM

FOR 12" &

LARGER

GATE VALVE

NO CONTACT WITH

TOP OF VALVE

DIP-SEE

NOTE 1

CONCRETE COLLAR THRUST

RESTRAINT SEE DETAIL W-16

FOR EXACT DIMENSIONS

FOR VARIOUS PIPE

DIAMETERS

STUB OUT

MJ PLUG

(NOTE 4)

3FT MIN.

12" MIN.

+/- 10FT

CITY OF CUMMING

DEPARTMENT OF UTILITIES

STUB OUT DETAIL

W-9 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

CITY OF CUMMING

DEPARTMENT OF UTILITIES

AIR VALVE INSTALLATION

(WATER MAIN SIZE 20" AND

SMALLER)

W-21 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

4' DIA PRECAST MH

(TOP SLAB NOT SHOWN)

CRISPIN COMBINATION AIR VALVE

OR VENT-TECHWATER MAIN SIZE

VARIES

12"

MIN

. 24"

FINISHED GRADE

HIG

H P

OIN

T

PLAN

SECTION A-A SECTION B-B

2"

A

A

B

B

NOTES:

1. ALL NIPPLES TO BE "ALL

THREADED" MINIMUM LENGTH.

2. ALL PIPE TO BE RED BRASS.

3. ALL FITTINGS TO BE BRASS.

AIR VALVE SIZING

MAIN

SIZE

AIR VALVE

SIZE

6" - 10" 1"

12" - 20" 2"

VALVE MAY NOT BE LOCATED UNDER PAVEMENT WITH

MANHOLE IN THE FLOW OF TRAFFIC. IF MANHOLE MUST BE IN

PAVEMENT, IT IS TO BE VENTED TO OUT OF THE PAVEMENT AND

FLOW OF TRAFFIC.

FLAT TOP W/ MANHOLE FRAME AND

VENTED COVER (BOLTED DOWN).

(SEE W-40)

CRISPIN OR VENT-TECH

COMBINATION AIR VALVE

BRASS UNION

CORP. COCK

"FORD" BALL VALVE

WITH HANDLE

MANHOLE STEPS

@16" C.C.

WATER MAIN

SIZE VARIES

FILL WITH

FLEXIBLE

SEALANT

#57 STONE

4' DIA.

PRECAST

MH RISER

12"

#57 STONE

PAVED LOCATIONS

12" A

BO

VE

DOUBLE STRAP

BRASS TAPPING

SADDLE

CITY OF CUMMING

DEPARTMENT OF UTILITIES

WATER LINE CONSTRUCTION

OR SINGLE SERVICE DETAIL

W-2B LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

07/14/2017

3/4-INCH COPPERTUBING TYPE "K"

1-INCH X 34-INCHREDUCER

1-INCH TYPE "K" HARD COPPERTUBING SERVICE LINE

SAW-CUT"W" IN

CURBPAINTED

BLUE

CORPORATION STOP

1-INCH DOUBLE STRAPBRASS SADDLE

WATER MAIN

18" MAX

DEPTH TO

BALL VALVE

NOTE: TAP MAY BE POSITIONED UP TO 20 DEGREES FROM

HORIZONTAL IF APPROVED BY CITY WATER INSPECTOR

WATER METERBOX W-37

ENCASED IN 2" PVCCONDUIT (LONG SIDESERVICE ONLY).

LONG SIDE SERVICE

SHORT SIDE SERVICE

3-FT MINIMUM (NOTE 3)

R/W

PAVEMENT

1" DOUBLE STRAP SADDLE

WITH CORP. STOP

1-INCH COPPER

TUBING TYPE "K"

5'-0" OFFSET FROM BACK

RIGHT-OF-WAY

VARIES

WATER MAIN

PAVING

1" COPPER SERVICE

LINE W/ 2" CASING PER

DOT STANDARDS

(NOTE 1&2)

1" DOUBLE STRAP

SADDLE WITH

CORP. STOP

C/LR/W

CITY OF CUMMING

DEPARTMENT OF UTILITIES

1-INCH METER LOCATION

GA DOT & COUNTY ROADS

W-23C

NOTES:

1. IN THE EVENT CASING IS NOT PRESENT ON LONG SIDE LOT, BORING SHALL BE PERMITTED.

2. NO PAVEMENT CUTS WILL BE PERMITTED WITHOUT APPROVAL OF THE CITY WATER INSPECTOR AND THE

(CITY, COUNTY, OR STATE) ROAD ENGINEER.

3. 3-4 FT MIN. COVER FOR SUBDIVISION ROADS. STATE AND COUNTY ROADS, MIN. 4 FT COVER.

4. ALL CUTS IN PAVEMENT SHALL BE REPAIRED IN ACCORDANCE WITH GA D.O.T. OR FORSYTH CO.

STANDARDS. SEE PAVEMENT CUT REPAIR STANDARD DETAIL.

5. METERS SHALL NOT BE OFFSET LATERALLY FROM TAP ON WATER MAIN,SET DIRECTLY OPPOSITE TAP

LOCATION.

6. FOR SERVICE LINE RELOCATIONS TO NEW MAINS COPPER TUBING TYPE "K" SHALL BE REQUIRED.

LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

TBD

WATER MAIN

5'-0" OFFSET FROM BACK

RIGHT-OF-WAY

METER VALVE

BACK FLOW

BACK FLOW

METER VALVE WATER METER

WATER METER

GRAVEL

C

I

T

Y

O

F

C

U

M

M

I

N

G

4 1/2 X 7 1/2 C.I. METER LID

OPENS UNDER 90°

1/2" X 4" PULL SLOT

WITH 3/16" CENTER PIN

TAMPER RESISTANT

S.S. PENTA HEAD BOLT

(2 REQD.)

THRU HOLE DEEP

COUNTERBORE

1 3/4" DIA THRU HOLE

WITH 4 5/8" DIA X 7/16"

DEEP COUNTERBORE

SKID RESISTANT

SURFACE MS-86

(2) 4" X 4" MOUSEHOLE

CENTERED AT EACH END

3/8-7 SELF ALIGNING

REPLACEABLE S.S.

EZ-NUT

2 PLACES

NOTES:

1. ASSEMBLY RATED FOR STATIC DESIGN LOAD OF 5,000 LBS. OVER A 10 X 10 AREA

PASSING A MIN. STATIC TEST LOAD OF 7,500 LBS.

2. ACCEPTABLE MANUFACTURERS: HUBBELL OR OLD CASTLE

(EQUIVALENT BY DESIGN SUBMITTAL AND PRIOR APPROVAL ONLY).

CITY OF CUMMING

DEPARTMENT OF UTILITIES

WATER SERVICE METER BOX

W-37 LATEST REVISION

SCALE: NOT TO SCALE

DETAIL NUMBER:

09/11/2020

18"

25"

15 1/2"

"CITY OF CUMMING"

LETTERING

S.S. FLAT

WASHER (2 REQD.)

HUBBLE MODEL SHOWN

FOR CLARITY

(ITEM No. PG1324BB18)

METER BOX COVER

(HUBBLE MODEL No. PG1324C538)

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

MISCELLANEOUS DETAILS

PART 4

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

10

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:4

9 A

M

S

W

W

S

T

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE E E E E E

GG

G GG

GG

GG

GG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

SS

SS

SSSS

SS

XX

1

2

1

0

1

2

0

0

1

1

9

0

1

1

8

0

1

1

7

0

~N/F~

WILLIAMS DEBORAH J ETAL

DB 5388 PG 197

PARCEL 198 363

~N/F~

LONG SUBDIVISION

PHASE 1

PB 134 PG 193

PARCEL 198 447

~N/F~

WILLIAMS DEBORAH ETAL

DB 6390 PG 229

PARCEL 198 399

BUFORD DAM ROAD

~100' R/W~

1

8

"

C

M

P

1

8

"

R

C

P

FOUND

1/2" REBAR

FOUND

DIST. CONDUIT

TBM

CITY STATE BOLT

ON HYDRANT

ELEV = 1185.14

TV

TV

TV

TV

TV

TV

TV

TV

TV

TVTV

TVTV

TVTV

TVTV

T

HOMESIDE DRIVE

~50' R/W~

SS

SS

SS

SS

SS

SS

SS

SS

8" P

VC

8" P

VC

18" R

CP

8" P

VC

10" PVC

SSMH TOP = 1204.87

INV. IN = 1194.39

INV. OUT = 1194.20

SSMH TOP = 1181.07

INV. IN = 1176.37

INV. PLUGGED CORE = 1176.17 (NWLY)

INV. OUT = 1176.07

YI TOP = 1201.47

INV. OUT = 1196.07

JB TOP = 1203.95

INV. IN = 1190.85 (18" CMP ELY)

INV. IN = 1190.85 (18" CMP NWLY)

INV. IN = 1194.40 (18" RCP WLY)

INV. OUT = 1190.80 (18" RCP SLY)

1

8

"

C

M

P

1

8

"

R

C

P

CB TOP = 1204.73

INV. IN = 1191.70

INV. OUT = 1191.53

CB TOP = 1204.18

INV. OUT = 1195.32

P

P

P

P

F

H

F

H

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FMX

FMX

FMX

FMX

FMX

FMX

FMX

FMX

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

W

W W W W W WW

WW

WW

WW

WW

WW

WW

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

WW

W

W

W

W

W

W

0+00

1+00

2+00

3+00

4+00

5+00

R/W

R/W

R/W

R/W

P

/L

P

/L

P

/L

P

/L

P

/L

P

/L

GRAVEL

DRIVEX

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

X

X

XX

X

XX

X

X

Sd1-C

PROP. 12"

WATER LINE

Ds1 Ds2 Ds3

ALL DISTURBED AREAS

X

X

X

0+50

1+50

2+50

3+50

4+50

5+50

MA

TC

H L

IN

E - (1)

5+

00

W

T

T

T

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

EE

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

G

G

G

GG

GG

GG

GG

GG

GG

GG

G

G

G

G

X

X XX

1

1

7

0

1160

1150

1

1

4

0

1130

1120

~N/F~

WILLIAMS MORRIS ETAL

DB 6390 PG 227

PARCEL 198 007

~N/F~

MOHEBESFAHANI MOHAMMADREZA &

FOROUSHANI SOHAYLA MOHEBBI

DB 8668 PG 450

PARCEL 198 008

TOW

NHOM

ES OF L

ANIER P

HASE IV

~N/F~

WILLIAMS DEBORAH ETAL

DB 6390 PG 229

PARCEL 198 399

K

E

M

P

D

R

I

V

E

~

6

0

'

R

/

W

~

RID

GE

R

OA

D

~60' R

/W

~

12" CPP

18" CPP

18" CPP

15" RCP

FOUND

1/2" REBAR

FOUND

DIST. CONDUIT

FOUND

5/8" REBAR

FOUND

1" O.T.P.

FOUND

1/2" REBAR

FIBER OPTIC

MARKER

FORCE MAIN

MARKER

"45 MPH"

"20 MPH"

"STOP"

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

TV

BUFORD DAM ROAD

~100' R/W~

P

P

P

P

P

P

P

P

FMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFMXFM

FM X FM X FM X FM X FM X FM X FM X FM X FM X FM X FM XFM X FM X FM X FM X FM X FM X FM X

FM

FM FM FM FM FM

FM

FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W WW

WW

WW

WW

WW

WW 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

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S5+00 6+00 7+008+00 9+00 10+00

R/W

R/W

R/W

R/W

R/W

P

/

L

P

/L

P

/

L

P

/L

P

/

L

P

/

L

P

/L

P

/

L

FMFMFMFMFMFMFMFMFMFMFMFMFM

FM

FM

FM

F

M

F

M

GRAVEL

DRIVE

GRAVEL

DRIVE

X

X

XX

X

X

X XX X X X X X X X X XX X X X

X

XX

XX

XX

X

X

X

X

X

X

X

XX

X X X

Sd1-C

PROP. 12" WATER LINE

Ds1

ALL DIS

TURBED AREAS

Ds1 Ds2 Ds3

ALL DISTURBED AREAS

Cd-S

Cd

MB

MB

MB

4+50 5+50 6+50 7+508+50 9+50 10+50

MA

TC

H L

IN

E - (1)

5+

00

MA

TC

H L

IN

E - (2)

10+

00

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

ES&PC PART 1

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

11

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

ER

L

IN

E - J

ES

SE

N

EL

SO

N - 4

/8

/2

02

1 1

1:0

6 A

M

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

T

S

W

W

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

G

G

G

G

G

G

G

G

G

X

X

X

X

X

X

X

X

X

1

1

3

0

1120

1

1

1

0

1

1

0

0

1

0

9

0

~N/F~

TOWNHOMES OF LANIER PHASE IV

PB 107 PG 57

PARCEL 198 587

~N/F~

HABERSHAM ACTION

COMMITTEE INC

DB 4316 PG 47

PARCEL 198 360

BUFORD DAM ROAD

~100' R/W~

TO

WN

HO

US

E

CIR

CL

E

~P

RIV

AT

E~

48" CMP

1

8

"

C

M

P

15" RCP

FOUND

1/2" REBAR

FOUND

3/8" REBAR

~N/F~

CINDY CARTER SCURRY

1945 BUFORD DAM RD

DB 9580 PG 217

PARCEL 198 036

~N/F~

DAVID WALL

1925 BUFORD DAM RD

DB 339 PG 494

PARCEL 198 035

~N/F~

U.S. ARMY CORPS

OF ENGINEERS

"LAKE SYDNEY

LANIER"

U.S

. AR

MY

CO

RP

S O

F E

NG

INE

ER

S

FIBER OPTIC

MARKER

2

5

'

S

T

A

T

E

B

U

F

F

E

R

5

0

'

U

N

D

I

S

T

U

R

B

E

D

B

U

F

F

E

R

"ABANDONED

UTILITY POLE"

25' S

TA

TE

BU

FF

ER

50' U

ND

IS

TU

RB

ED

BU

FF

ER

E

D

G

E

O

F

W

A

T

E

R

E

D

G

E

O

F

W

A

T

E

R

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

BUFORD DAM

ROAD

~100' R/W~

N

E

IG

H

B

O

R

H

O

O

D

S

IG

N

P

P

P

P

P

PP

P

P

P

P

P

P

P

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

FM

X

F

M

X

F

M

X

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFM

FMFM

FMFM

FM

FM

FM

FM

FM

FM

FM

FMFM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FMFM

FMFM

FMFM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

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

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

~N

/F

~

U.S

. A

RM

Y C

OR

PS

O

F

EN

GIN

EE

RS

"L

AK

E S

YD

NE

Y L

AN

IE

R"

PA

RC

EL

312 145

10+00

1

1

+

0

0

12+00

13+00

14+00

15+00

R/W

R/W

R/W

R/W

P/L

P/L

P

/L

P

/L

P

/

L

P

/L

FM

FM

FM

FM

X

X

X

X

X

X

X

X

X

PROP. 12"

WATER LINE

Sd1-C

Ds1 Ds2 Ds3

ALL DISTURBED AREAS

Cd

9+50

10+50

11+50

12+50

13+50

14+50

15+50

MA

TC

H L

IN

E - (2)

10+

00

MA

TC

H L

IN

E - (3)

15+

02

T

X

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

G

G

GGGG

G

G

G

1

0

9

0

1

1

0

0

1

1

1

0

1

1

2

0

~N/F~

NORTH COVE PHASE 2-A

PB 186 PG 44

PARCEL 199 502

BU

FOR

D D

AM

RO

AD

~100' R/W

~

12" RCP

24" RCP

1

5

"

R

C

P

FOU

ND

1/2" R

EB

AR

~N/F~

MAY LE PHAN

2005 BUFORD DAM RD

DB 9434 PG 643

PARCEL 224 380

~N

/F~

U.S

. A

RM

Y C

OR

PS

OF

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02

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

ES&PC PART 2

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

12

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

OA

D W

AT

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IN

E - J

ES

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N - 4

/8

/2

02

1 1

1:0

6 A

M

N

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

00 20' 40'

SCALE IN FEET

SCALE: 1" = 20'-0"

CERTIFICATION

1. I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL

(ES&PC) PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST

MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY ACT AND THE

DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", PUBLISHED

BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE

YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE

SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER

OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES IS

EXPECTED TO MEET THE DESIGN REQUIREMENTS CONTAINED IN THE GENERAL NPDES

PERMIT NOS. GAR 1000001, GAR 1000002 AND GAR 1000003.

2. I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT

TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER

MY DIRECT SUPERVISION.

3. I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS

WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A

SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND

EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR

PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE

FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF

MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT

THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING

THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.

4. THE PROPOSED EROSION AND RUNOFF CONTROL MEASURES ARE IN COMPLIANCE WITH

THE FORSYTH COUNTY SEDIMENT CONTROL AND FLOOD PROTECTION REGULATIONS

AND WILL NOT INCREASE THE RUNOFF RATE FROM THE SITE FOR RAINSTORMS WITH A

RETURN PERIOD OF 2, 5, 10, 25, 50 AND/OR 100 YEARS.

DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION

DATE OF INSPECTION: ______________

I CERTIFY THE SITE WAS IN COMPLIANCE WITH ES&PC PLAN ON THE DATE OF INSPECTION.

___________________________________________________________

GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #

INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN:

_________________________________________________________________________

_________________________________________________________________________

THESE DISCREPANCIES MUST BE ADDRESSED IMMEDIATELY AND A RE-INSPECTION SCHEDULED. WORK

SHALL NOT PROCEED ON THE SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED.

INSPECTIONS:

PRIMARY PERMITTEE.

1) Each day when any type of construction activity has taken place at a primary permittee’s site, certified personnel provided by the primary

permittee shall inspect: (a) all areas at the primary permittee’s site where petroleum products are stored, used, or handled for spills and leaks

from vehicles and equipment and (b) all locations at the primary permittee’s site where vehicles enter or exit the site for evidence of off-site

sediment tracking. These inspections must be conducted until a Notice of Termination is submitted.

2) Measure and record rainfall within disturbed areas of the site that have not met final stabilization once every 24 hours except any

non-working Saturday, non-working Sunday and non-working Federal holiday. The data collected for the purpose of compliance with this

permit shall be representative of the monitored activity. Measurement of rainfall may be suspended if all areas of the site have undergone final

stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region.

3) Certified personnel (provided by the primary permittee) shall inspect the following at least once every fourteen (14) calendar days and

within 24 hours of the end of a storm that is 0.5 inches rainfall or greater (unless such storm ends after 5:00 PM on any Friday or on any

non-working Saturday, non-working Sunday or any non-working Federal holiday in which case the inspection shall be completed by the end of

the next business day and/or working day, whichever occurs first): (a) disturbed areas of the primary permittee’s construction site; (b) areas

used by the primary permittee for storage of materials that are exposed to precipitation; and (c) structural control measures. Erosion and

sediment control measures identified in the Plan applicable to the primary permittee’s site shall be observed to ensure that they are operating

correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are

effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization or established a crop

of annual vegetation and a seeding of target perennials appropriate for the region, the permittee must comply with Part IV.D.4.a.(4). These

inspections must be conducted until a Notice of Termination is submitted.

4) Certified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e., until a

Notice of Termination is submitted to EPD) the areas of the site that have undergone final stabilization or established a crop of annual

vegetation and a seeding of target perennials appropriate for the region. These areas shall be inspected for evidence of, or the potential for,

pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be

observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain

whether erosion control measures are effective in preventing significant impacts to receiving water(s).

5) Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion,

Sedimentation and Pollution Control Plan, the Plan shall be revised as appropriate not later than seven (7) calendar days following each

inspection. Implementation of such changes shall be made as soon as practical but in no case later than seven (7) calendar days following

each inspection.

6) A report of each inspection that includes the name(s) of certified personnel making each inspection, the date(s) of each inspection,

construction phase (i.e., initial, intermediate or final), major observations relating to the implementation of the Erosion, Sedimentation and

Pollution Control Plan, and actions taken in accordance with Part IV.D.4.a.(5). of the permit shall be made and retained at the site or be

readily available at a designated alternate location until the entire site or that portion of a construction site that has been phased has

undergone final stabilization and a Notice of Termination is submitted to EPD. Such reports shall be readily available by end of the second

business day and/or working day and shall identify all incidents of best management practices that have not been properly installed and/or

maintained as described in the Plan. Where the report does not identify any incidents, the inspection report shall contain a statement that the

best management practices are in compliance with the Erosion, Sedimentation and Pollution Control Plan. The report shall be signed in

accordance with Part V.G.2. of this permit.

PRODUCT SPECIFIC PRACTICES

PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS WILL

BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY

INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT

MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER, NATURAL DRAINS AND STORM WATER

DRAINING INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT

LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS

PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND

DISPOSAL AS REQUIRED BY LOCAL AND STATE REQUIREMENTS.

PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS

WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER COLLECTION

SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND PRODUCT CONTAINERS WILL BE

DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

CONCRETE TRUCK WASHING - PROVIDE WASHDOWN CONTAINMENT FOR THE WASH-DOWN WATER FROM

CONCRETE MIXER CHUTES, HOPPERS, AND OTHER TOOLS AND EQUIPMENT. PREVENT ANY WATER THAT

CONTACTS UNCURED OR PARTLY CURED CONCRETE DURING ACTIVITIES LIKE EXPOSED AGGREGATE

WASH-OFF, WET CURING, OR EQUIPMENT WASHING FROM DIRECTLY OR INDIRECTLY ENTERING ANY

WATERCOURSE OR STORMWATER SYSTEM.

FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED THE

MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT

OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. ANY STORAGE OF THESE

MATERIALS WILL BE UNDER ROOF IN SEALED CONTAINERS.

BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF

ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES.

WASTE MATERIALS

ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL

DUMPSTER. THE DUMPSTER WILL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL

TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER.

THE DUMPSTER WILL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF

NECESSARY AND TRASH WILL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO

CONSTRUCTION WASTE WILL BE BURIED ON SITE.

ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A

NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOB SITE AND THE CONTRACTOR

WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.

NO WASTE MATERIALS WILL BE DISPOSED OF INTO STORM WATER INLETS OR

WATERS OF THE STATE

HAZARDOUS WASTES

ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY

LOCAL, STATE AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH

PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING

THAT THESE PRACTICES ARE FOLLOWED, WILL INSTRUCT SITE PERSONNEL IN THESE

PRACTICES. MATERIAL SAFETY DATA SHEETS (MSDS's) FOR EACH SUBSTANCE WITH

HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE WILL BE OBTAINED AND USED FOR

THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE

PRODUCTS. AN MSDS WILL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS

STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS WILL BE MAINTAINED IN THE

ESPCP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYER WHO MUST

HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF

MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT

HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.

THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION AND COUNTERMEASURES (SPCC)

PLAN FOUND WITHIN THIS ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP

AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS

WASTES WILL BE ALLOWED TO COME IN CONTACT WITH STORM WATER DISCHARGES. IF SUCH

CONTACT OCCURS, THE STORM WATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL

APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE

TAKEN TO DISPOSE OF SUCH CONTAMINATED STORM WATER. IT SHALL BE THE

RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN

THE USE OF THE SPCC PLAN.

SANITARY WASTES

A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY TEN (10)

WORKERS ON THE SITE. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE

UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN

COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS.

ALL SANITARY WASTE UNITS WILL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE

UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL

CONTAINMENT BMP's MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY

DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES FROM

CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS

MUST BE IDENTIFIED ON THE EROSION CONTROL PLANS, SHEET 4, BY THE CONTRACTOR

ONCE THE LOCATIONS HAVE BEEN DETERMINED.

SPILL CLEANUP AND CONTROL POLICIES

- LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE

CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

- MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL

STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO,

BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND

PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS.

- SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND

ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.

- ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE

REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

- FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE

NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675.

- FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE

CONTACTED WITHIN 24 HOURS AT 1-800-426-2675.

- FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE

CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF

MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ON SITE (THIS INCLUDES CAPACITIES OF

EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS.

THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES

PLAN PREPARED BY THAT LICENSED PROFESSIONAL.

AMENDMENTS

ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAS A SIGNIFICANT EFFECT ON BMPs

WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

OFFSITE VEHICLE TRACKING

A STABILIZED CONSTRUCTION EXIT HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF

SEDIMENT. THE PAVED STREET ADJACENT TO THE SITE EXIT WILL BE INSPECTED DAILY FOR

TRACKING OF MUD, DIRT OR ROCK.

STREAM BUFFERS

NON-EXEMPT ACTIVITIES DOES NOT PROPOSED TO ENCROACH INTO 25' STATE STREAM

BUFFERS.

POST-CONSTRUCTION STORM WATER POLLUTANT CONTROL

IN ORDER TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION

OPERATIONS HAVE BEEN COMPLETED THE FOLLOWING MEAURES SHALL BE INSTALLED:

- PERMANENT GRASSING IN ALL DISTURBED AREAS SHALL BE ACCEPTABLE AS DETERMINED BY THE

ENGINEER AND DEFINED AS COVERING 98% OF THE AREA TO BE GRASSED WITH NO BARE AREA

GREATER THAN ONE SQUARE FOOT AND THE ENTIRE AREA FULLY STABILIZED AGAINST EROSION.

RETENTION OF RECORDS

- EACH PRIMARY PERMITTEE SHALL RETAIN A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION

CONTROL PLAN AT THE CONSTRUCTION SITE OR THE PLAN SHALL BE READILY AVAILABLE AT A

DESIGNATED ALTERNATE LOCATION FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL

STABILIZATION. PRIMARY PERMITTEES SHOULD POST COPIES OF THE NOI, EROSION, SEDIMENTATION

& POLLUTION CONTROL PLAN, SAMPLING RESULTS, INSPECTION REPORTS, ETC. ON OR IN A PERMIT

BOARD AT THE BEGINNING OF EACH PHASE TO FACILITATE INSPECTIONS BY EPD.

- COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, REPORTS, PLANS, MONITORING

REPORTS, MONITORING INFORMATION, INCLUDING ALL CALIBRATION AND MAINTENANCE RECORDS

AND ALL ORIGINAL STRIP CHART RECORDINGS FOR CONTINUOUS MONITORING INSTRUMENTATION,

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO

COMPLETE THE NOTICE OF INTENT AND ALL OTHER REQUIRED RECORDS SHALL BE RETAINED BY THE

PERMITTEE FOR A PERIOD OF THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED.

THESE RECORDS MUST BE MAINTAINED AT THE PERMITTEE'S PRIMARY PLACE OF BUSINESS ONCE THE

CONSTRUCTION ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE EXTENDED BY

THE REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.

SAMPLING FREQUENCY

STORM WATER SAMPLES SHALL BE TAKEN FOR THE FOLLOWING STORM EVENTS:

(a) FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING STREAM, THE FIRST

RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR MONITORING

DURING NORMAL BUSINESS HOURS (MONDAY THROUGH FRIDAY, 8:00 AM TO 5:00 PM AND

SATURDAY 8:00 AM TO 5:00 PM WHEN CONSTRUCTION ACTIVITY IS BEING CONDUCTED BY

THE PRIMARY PERMITTEE) THAT OCCURS AFTER ALL CLEARING AND GRUBBING

OPERATIONS HAVE BEEN COMPLETED IN THE DRAINAGE AREA OF THE LOCATION

SELECTED AS THE SAMPLING LOCATION;

(b) IN ADDITION TO (a) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A

RECEIVING STREAM, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH AND

ALLOWS FOR MONITORING DURING NORMAL BUSINESS HOURS (MONDAY THROUGH

FRIDAY, 8:00 AM TO 5:00 PM AND SATURDAY 8:00 AM TO 5:00 PM WHEN CONSTRUCTION

ACTIVITY IS BEING CONDUCTED BY THE PRIMARY PERMITTEE) THAT OCCURS EITHER 90

DAYS AFTER THE FIRST SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS

HAVE BEEN COMPLETED IN THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE

SAMPLING LOCATION, WHICHEVER COMES FIRST;

(c) AT THE TIME OF SAMPLING PERFORMED PERSUANT TO (a) AND (b) ABOVE, IF BMPS ARE

FOUND TO BE PROPERLY DESIGNED, INSTALLED AND MAINTAINED, NO FURTHER ACTION IS

REQUIRED. IF BMPS IN ANY AREA OF THE SITE THAT DISCHARGES TO A RECEVING

STREAM ARE NOT PROPERLY DESIGNED, INSTALLED AND MAINTAINED, CORRECTIVE

ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN 2 BUSINESS DAYS, AND TURBIDITY

SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH

SUBSEQUENT RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH DURING NORMAL

BUSINESS HOURS (MONDAY THROUGH FRIDAY, 8:00 AM TO 5:00 PM AND SATURDAY 8:00

AM TO 5:00 PM WHEN CONSTRUCTION ACTIVITY IS BEING CONDUCTED BY THE PRIMARY

PERMITTEE) UNTIL THE SELECTED TURBIDITY STANDARD IS ATTAINED, OR UNTIL

POST-STORM EVENT INSPECTIONS DETERMINE THAT BMPS ARE PROPERLY DESIGNED,

INSTALLED AND MAINTAINED.

(d). WHERE SAMPLING PURSUANT TO (A), (B) OR (C) ABOVE IS REQUIRED BUT NOT

POSSIBLE (OR NOT REQUIRED BECAUSE THERE WAS NO DISCHARGE), THE PERMITTEE, IN

ACCORDANCE WITH PART IV.D.4.A.(6), MUST INCLUDE A WRITTEN JUSTIFICATION IN THE

INSPECTION REPORT OF WHY SAMPLING WAS NOT PERFORMED. PROVIDING THIS

JUSTIFICATION DOES NOT RELIEVE THE PERMITTEE OF ANY SUBSEQUENT SAMPLING

OBLIGATIONS UNDER (A), (B) OR (C) ABOVE; AND

STORM WATER SAMPLING

STORM WATER SAMPLES ARE TO BE ANALYZED IN ACCORDANCE WITH THE METHODOLOGY

AND TEST PROCEDURES ESTABLISHED BY 40 CFR PART 136 AND THE GUIDANCE DOCUMENT

TITLED "NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT, EPA 833-8-92-001."

STORM WATER IS TO BE SAMPLED FOR NEPHELOMETRIC TURBIDITY UNITS (NTU) AT THE

OUTFALL LOCATION. A DISCHARGE OF STORM WATER RUNOFF FROM DISTURBED AREAS

WHERE BEST MANAGEMENT PRACTICES HAVE NOT BEEN PROPERLY DESIGNED, INSTALLED

AND MAINTAINED SHALL CONSTITUTE A SEPARATE VIOLATION FOR EACH DAY ON WHICH

SUCH CONDITION RESULTS IN THE TURBIDITY OF THE DISCHARGE EXCEEDING 75, THE

VALUE THAT WAS SELECTED FROM APPENDIX B IN PERMIT GAR 100002. THE NTU IS BASED

UPON THE THE DISTURBED ACREAGE OF 2.0 ACRES FOR THE PROJECT SITE, THE SURFACE

WATER DRAINAGE AREA OF 0.3 SQUARE MILES, AND RECEIVING WATER WHICH SUPPORTS

WARM WATER FISHERIES.

PURK YOTAKHONG, P.E.

GSWCC NO. 0000059231

PURK YOTAKHONG, P.E.

GSWCC NO. 0000059231

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

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CLIENT

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RELEASES

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04/07/2021 PROPOSAL READY

02/16/2021

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ES&PC DETAILS PART 1

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

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Ds3

TABLE 6-5.2 PLANTS, PLANTING RATES, AND PLANTING DATES FOR PERMANENT COVER

SPECIES

BROADCAST.

RATES 1/ - PLS 2/

PER PER

ACRE 1000

SP. FT.

RESOURCE

AREA 3/

PLANTING DATES BY RESOURCE AREAS

PLANTING DATES

REMARKS

1,787,000 SEED PER POUND.

QUICK COVER. LOW GROWING

AND SOD FORMING. FULL SUN

GOOD FOR ATHLETIC FIELDS.

PLANT WITH WINTER ANNUALS.

PLANT WITH TALL FESCUE.

A CUBIC FOOT CONTAINS

APPROXIMATELY 650 SPRIGS. A

BUSHEL CONTAINS 1.25 CUBIC

FEET OR APPROXIMATELY 800

SPRIGS.

SAME AS ABOVE

SOUTHERN COASTAL PLAIN

EFFECTIVE ADJACENT TO

CONCRETE AND IN

CONCENTRATED FLOW AREA.

IRRIGATION IS NEEDED UNTIL

FULLY ESTABLISHED. DO NOT

PLANT NEAR PASTURES.

227,000 SEED PER POUND. USE

ALONE ONLY ON BETTER SITES.

NOT FOR DROUGHTY SOILS.

MIX WITH PERENNIAL

LESPEDEZAS OR

CROWNVETCH. APPLY

TOPDRESSING IN SPRING

FOLLOWING FALL PLANTINGS.

NOT FOR HEAVY USE AREAS

OR ATHLETIC FIELDS.

1,500,000 SEED PER POUND.

QUICK COVER. DROUGHT

TOLERANT. GROWS WELL WITH

SERICEA LESPEDEZA ON

ROADBANKS.

BERMUDA, COMMON

(CYNODON DACTYLON)

HULLED SEED

ALONE

WITH OTHER PERENNIALS

BERMUDA, COMMON

(CYNODON DACTYLON)

HULLED SEED

WITH TEMPORARY COVER

WITH OTHER PERENNIALS

BERMUDA, COMMON

(CYNODON DACTYLON)

HULLED SEED

COASTAL, COMMOM,

MIDLAND, OR TIFT 44

TIFT 78

CENTIPEDE (EREMOCHLOA

OPHIUROIDES)

FESCUE, TALL

(FESTUCA ARUNDINACEA)

ALONE

WITH OTHER PERENNIALS

LOVEGRASS, WEEDPING

(ERAGROSTIS CURVULA)

ALONE

WITH OTHER PERENNIALS

10 LBS. 0.2 LB.

6 LBS. 0.1 LB.

10 LBS. 0.2 LB.

6 LBS. 0.1 LB.

40 CU. FT. 0.9 CU. FT.

OR

SOD PLUGS 3' x 3'

BLOCK SOD ONLY

50 LBS. 1.1 LB.

30 LBS. 0.7 LB.

4 LBS. 0.1 LB.

2 LBS. 0.05 LB.

FERTILIZER REQUIREMENTS

TYPE OF SPECIES

YEARANALYSIS OF EQUIVALENT

N-P-K

RATE

1. COOL SEASON

GRASSES

2. COOL SEASON

GRASSES AND

LEGUMES

3. GROUND COVER

4. PINE

SEEDLINGS

5. SHRUB

LESPEDEZA

6. TEMPORARY

COVER CROPS

SEEDED ALONE

7. WARM SEASON

GRASSES

8. WARM SEASON

GRASSES AND

LEGUMES

FIRST

SECOND

MAINTENANCE

FIRST

SECOND

MAINTENANCE

FIRST

SECOND

MAINTENANCE

FIRST

FIRST

MAINTENANCE

FIRST

FIRST

SECOND

MAINTENANCE

FIRST

SECOND

MAINTENANCE

6-12-12

6-12-12

10-10-10

6-12-12

0-10-10

0-10-10

10-10-10

10-10-10

10-10-10

20-10-5

0-10-10

0-10-10

10-10-10

6-12-12

6-12-12

10-10-10

6-12-12

0-10-10

0-10-10

1500 LBS./AC.

1000 LBS./AC.

400 LBS./AC.

1500 LBS./AC.

1000 LBS./AC.

400 LBS./AC.

1300 LBS./AC. 3/

1300 LBS./AC. 3/

1100 LBS./AC.

ONE 21-GRAM PELLET

PER SEEDLING PLACED IN

THE CLOSING HOLE

700 LBS./AC.

700 LBS./AC. 4/

500 LBS./AC.

1500 LBS./AC.

800 LBS./AC.

400 LBS./AC.

1500 LBS./AC.

1000 LBS./AC.

400 LBS./AC.

N

TOP DRESSING

RATE

50-100 LBS./AS. 1/ 2/

--

30

0-50 LBS./AS. 1/

--

--

--

--

--

--

--

30 LBS./AS. 5/

50-100 LBS./AS. 2/ 6/

50-100 LBS./AS. 2/

30 LBS./AS.

50 LBS./AS. 6/

1/ APPLY IN SPRING FOLLOWING SEEDLING.

2/ APPLY IN SPLIT APPLICATIONS WHEN HIGH RATES ARE USED.

3/ APPLY IN 3 SPLIT APPLICATIONS.

4/ APPLY WHEN PLANTS ARE PRUNED.

5/ ALLAY TO GRASS SPECIES ONLY.

6/ APPLY WHEN PLANTS GROW TO A HEIGHT OF 2 TO 4 INCHES.

CONSTRUCTION SPECIFICATIONS

Provide a riprap splash pad or other outlet protection device for any point such as natural depressions or

swales where flow may top the sediment fence. Ensure that the maximum height of the fence at a

protected, reinforced outlet does not exceed 1 ft. and that support post spacing does not exceed 4 ft.

Hay or Straw Bales (if approved by local issuing authority)

Bales will be placed in a single row, lengthwise, on the contour and embedded in the soil to a depth of 4

inches. Bales must be securely anchored in place by stakes or bars driven through the bales or by other

acceptable means to prevent displacement. (See Straw Bale Figures).

Silt Fence

A silt fence is specifically designed to allow water to pass through while retaining sediment on site.

Silt Fence Specifications

Two widths of silt fence are available, Type A or C (36" height) and Type B (22" height). In order to

determine which to use, the project duration, slope gradient, and slope length must be known (See Table

6-13.1). Approved silt fence fabrics are listed in the Georgia Department of Transportation list #36. The

manufacturer shall have either an approved color mark yarn in the fabric or label the fabricated silt fence

with both the manufacturer and fabric name every 100 feet.

All silt fence must meet the minimum standards set forth in Section 171 - Temporary Silt Fence, of the

Department of Transportation, State of Georgia, Standard Specification, current edition. See Table 6-13.5

for current Georgia DOT silt fence specifications.

Silt Fence Installation

The contractor shall install the temporary silt fence according to this specification, as shown on the plans or

as directed by the engineer. For installation of Type A or C and B fabric, see Figures 6-13.3 and 6-13.4

respectively.

Post installation shall start at the center of the low point (if applicable) with remaining posts spaced 6 feet

apart. For post size requirements of type A or C and B fabric, see Table 6-13.3. Fasteners for wood posts

are listed in Table 6-13.4.

Silt Fence Maintenance and Removal

The contractor shall maintain the silt fence until the project is vegetated or accepted. Filter fabric shall be

replaced whenever it has deteriorated to such an extent that it reduces the effectiveness of the fabric.

Maintenance - Construction Exit

The exit shall be maintained in a condition which will prevent tracking or flow of mud onto public

rights-of-way/ This may require periodic top dressing with 1.5-3.5 inch stone, as conditions demand, and

repair and/or cleanout of any structures used to trap sediment. All materials spiled, dropped, washed, or

tracked from vehicles or site onto roadways or into storm drains must be removed immediately.

Mulching

Use mulch on all slopes steeper than 3 percent; when seedlings are made so late in the fall and winter that

germination cannot be expected until spring; in the bottom of spillways; and on roadbanks.

Temporary vegetation seeded alone may be established on good sites without the use of mulch.

Mulching material will consist of:

A. Use dry straw or dry hay of good quality and free of weed seeds. Dry straw will be applied at the rate of 2

tones per acre. Dry hay will be used at a rate of 2 1/2 tons per acre; or,

B. For hydraulic seeding, use wood cellulose mulch or wood pulp fiber at the rate of 500 pounds per acre and

dry straw or dry hay at the rate listed in A, above; or,

C. For hydraulic seeding on slopes 3/4:1 or steeper, 1,000 pounds of wood cellulose or wood pulp fiber which

includes a tackifier may be substituted for the treatment in B, above; or,

D. Use three tons per acre of Sericea lespedeza hay containing mature seed; or,

E. Apply pine straw or pine bark at a thickness of 3 inches. Other suitable materials in sufficient quantity may

be used where ornamentals or other ground covers are planted; or,

F. Soil retention blankets, erosion control netting, other manufactured materials, or block sod may be required

in addition to mulch on unstable soils and concentrated flow areas.

Wood cellulose and wood pulp fibers shall not contain germination or growth inhibiting factors. They will have

the property to be evenly dispersed when agitated in water. The fibers shall have a contrasting color to the soil

to allow visual metering and aid in uniform application during seeding.

Applying Mulch

A. Straw or hay mulch will I be spread uniformly within 24 hours after seeding and/or planting. The mulch may

be spread by blower-type spreading equipment, other spreading equipment or by hand. About 75 percent of

the soil surface will be covered.

B. Wood cellulose or wood fiber mulch will be applied with hydraulic seeding equipment.

Anchoring Mulch

A. Anchor straw or hay mulch immediately after application by one of the following methods:

1. By emulsified asphalt, (a) sprayed uniformly onto the mulch as it is ejected from the blower onto the mulch

as it is ejected from the blower machine, or (b) sprayed on the mulch immediately following mulch application

when straw or hay is spread by methods other than special blower equipment.

The combination of asphalt emulsion and water shall consist of a homogeneous mixture satisfactory for

spraying. The mixture shall consist of 100 gallons of grade SS-1h or CSS-1h emulsified asphalt and 100

gallons of water per ton of mulch.

Care shall be taken at all times to protect the public, adjacent property, pavements, curbs, sidewalks, and

all other structures from asphalt discoloration.

2. Press the mulch into the soil immediately after the mulch is spread. A special "packer disk" or disk harrow

with the disks set straight may be used. The disks may be smooth or serrated and should be 20 inches or

more in diameter and 8 to 12 inches apart. The edges of the disks shall be dull enough to press the mulch into

the ground without cutting it, leaving much of it in an erect position.

3. Apply synthetic tackifiers or binders applied immediately after the mulch is spread. Synthetic tackifiers will

be mixed and applied according to manufacturer's specifications.

4. Fall and winter plantings may include 1/2 bushel of rye or wheat to stabilize the mulch.

5. Plastic mesh or netting with no larger than one inch by one inch mesh may be needed to anchor straw or

hay mulch on unstable soils and concentrated flow areas.

B. Where wood cellulose or wood pulp fiber mulch is applied alone, a tackifier will be used.

Irrigation

Irrigation will be applied at a rate that will not cause runoff.

Topdressing

Topdressing will be applied on all temporary grass species and permanent grasses planted alone or in

mixtures with other species. Recommended rates of application are listed in Table 6-25.1, p. 6-144.

Second Year and Maintenance Fertilization

Second year fertilizer rates and maintenance fertilizer rates are listed in the adjacent Fertilization Table.

Lime and Maintenance Application

Apply two tons of agricultural lime every 4 to 6 years or as indicated by soil tests.

Use and Management

Bermudagrass, Bahiagrass and Tall fescue may be mowed as desired. Maintain at least 6 inches of top growth

under any use and management. Moderate use of top growth is beneficial after establishment.

Exclude livestock until the plants are well established.

Disturbed Area Stabilization (With Temporary Seeding)

SPECIFICATIONS

A. Grading and Shaping

1. Excessive water run-off must be controlled by planned and installed erosion control practices such as closed

drains, ditches, dikes, diversions, sediment basins and others.

2. No shaping or grading is required if slopes can be stabilized by hand-seeded vegetation or if hydraulic

seeding equipment is to be used.

B. Seedbed Preparation

1. When a hydraulic seeder is used, seedbed preparation is not required.

2. When using conventional or hand-seeding, seedbed preparation is not required if the soil material is loose

and not sealed by rainfall.

3. When soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, the soil shall be pitted,

trenched or otherwise scarified to provide a place for seed to lodge and germinate.

C. Lime and Fertilizer: Lime Rate 2 tons/acre

1. Agricultural lime is not required.

2. On reasonably fertile soils or soil material, fertilizer is not required.

3. On soils of very low fertility, use 500 to 700 pounds of 10-10-10 fertilizer or the equivalent per acre (12-16

lbs./1,000 sq. ft.). If the site will permit, apply before land preparation and disk, rip or chisel to incorporate.

D. Seeding

1. Select a grass or grass-legume mixture suitable to the area and season of the year (see Table above).

2. Apply seed uniformly by hand, cyclone seeder, drill, cultipacker-seeder, or hydraulic seeder (slurry including

seed and fertilizer). Drill or cultipacker seeders should normally place seed one-half to one inch deep.

E. Mulching

Temporary vegetation can, in most cases, be established without the use of mulch. Mulch without seeding

should be considered for short term protection. See Ds1 - Disturbed Area Stabilization, (With Mulching Only).

F. Irrigation

If water is applied, it must be at a rate not causing runoff and erosion. Thoroughly wet the soil to a depth that

will insure germination of the seed. Subsequent applications should be made when needed.

SPECIFICATIONS

Grading and Shaping

A. Grading and shaping is not normally required where hydraulic seeding and fertilizing equipment is

to be used. Vertical banks shall be sloped to enable plant establishments.

B. When conventional seeding and fertilizing are to be done, grade and shape where feasible and

practical, so that equipment can be used safely and efficiently during seedbed preparation, seeding,

mulching and maintenance of the vegetation.

C. Concentrations of water that will cause excessive soil erosion will be diverted to a safe outlet.

Diversions and other treatment practices must conform with the appropriate standards and

specifications.

Seedbed Preparation

A. Seedbed preparation is not required where hydraulic seeding and fertilizing equipment is to be

used.

B. When conventional seeding is to be used, seedbed preparation will be done as follows:

1. Broadcast plantings.

a. Tillage at a minimum, shall adequately loosen the soil to a depth of 4 to 6 inches; alleviate

compaction; incorporate lime and fertilizer; smooth and firm the soil; allow for the proper placement of

seed, sprigs, or plants; and allow for the anchoring of straw or hay mulch if a disk is to be used.

b. Tillage may be done with any suitable equipment.

c. Tillage may be done on the contour where feasible.

d. On slopes too steep for the safe operation of tillage equipment, the soil surface will be pitted or

trenched across the slope with appropriate hand tools to provide places 6 to 8 inches apart in which

seed may lodge and germinate.

2. Individual plants.

a. Where individual plants are to be set, the soil will be well prepared by excavating holes, opening

furrows, or dibble planting.

b. For nursery stock plants, holes shall be large enough to accommodate roots without crowding.

c. Where pine seedlings are to be planted, subsoil under the row 36 inches deep on the con tour 4

to 6 months prior to planting. Subsoiling should be done when the soil is dry, preferably in August or

September.

Lime and Fertilizer - Rates and Analysis

A. Where permanent vegetation is to be established, agricultural lime shall be applied as indicated by

soil test or at the rate of 2 tons per acre. Agricultural lime shall be within the specifications of the

Georgia Department of Agriculture.

Lime spread by conventional equipment will be ground limestone." Ground limestone is calcitic or

dolomitic limestone ground so that 90 percent of the material will pass through a 1O-mesh sieve, not

less than 50 percent will pass through a 50-mesh sieve and not less than 25 percent will pass through

a 100-mesh sieve.

Agricultural lime spread by hydraulic seeding equipment will be "finely ground limestone." Finely

ground limestone is calcitic or dolomitic limestone ground so that 98 percent of the material will pass

through a 20-mesh sieve and not less than 70 percent will pass through a 100-mesh sieve.

It is desirable to use dolomitic limestone in the Sand Hills, Southern Coastal Plain and Atlantic

Coast Flatwoods MLRAs.

B. No agricultural lime is required where only temporary seeding is to be done or where only trees

are planted.

C. Initial fertilization requirements for each species or combination of species are listed in the

adjacent Fertilization Table.

Lime Fertilizer - Application

A. When hydraulic seeding equipment is used:

1. The initial fertilizer will be mixed with seed, inoculant (if needed) and wood cellulose or wood pulp

fiber mulch and applied in a slurry. The slurry mixture will be agitated during application to keep the

ingredients thoroughly mixed. The mixture will be spread uniformly over the area within one hour after

being placed in the hydroseeder.

2. Finely ground limestone will be mixed with water and applied immediately after mulching is

completed or in combination with the top dressing.

B. When conventional planting is to be done, lime and fertilizer will be applied uniformly in one of the

following ways:

1. Apply before land preparation so that it will be mixed with the soil during seedbed preparation; or,

2. Mix with the soil used to fill the holes, distribute in furrows, or

3. Broadcast after steep surfaces are scarified, pitted or trenched.

4. A fertilizer pellet will be placed at root depth beside each pine tree seedling.

Plant Selection

A. Refer to the adjacent Tables for approved species.

B. Species not listed shall be approved by the State Resource Conservationist of the Natural

Resources Conservation Service before they are used.

C. Plants shall be selected on the basis of species characteristics; site and soil conditions; planned

use and maintenance of the area; time of year of planting; method of planting; and the needs and

desires of the land user.

D. Plant selections may include companion crops to provide quick cover. Care shall be taken in

selecting companion crop species and seeding rates to limit competition so that the desired

permanent vegetation may become established as soon as possible.

E. The term "pure live seed" is used to express the: quality of seed, even if it is not shown on the

label. Pure live seed, PLS, is expressed as a percentage of the seeds that 'are pure and will

germinate. PLS is determined by multiplying the percent of pure seed times the percent of

germination; i.e., PLS = % germination x % purity.

Inoculants

A. All legume seed shall be inoculated with appropriate nitrogen-fixing bacteria.

B. The inoculant shall be a pure culture prepared specifically for the seed species and used within

the dates on the container.

C. A mixing medium recommended by the manufacturer shall be used to bond the inoculant to the

seed.

D. For conventional seeding, two times the amount of inoculant recommended by the manufacturer

shall be used.

E. For hydraulic seeding, four times the amount of inoculant recommended by the manufacturer shall

be used.

F. All inoculated seed shall be protected from the sun and high temperatures and shall be planted

the same day inoculated. No inoculated seed shall remain in the hydroseeder longer than one hour.

Planting

A. Hydraulic seeding - Mix the seed, inoculant, fertilizer, and wood cellulose or wood pulp fiber mulch

with water and apply in aslurry uniformly over the area to be treated. Apply within one hour after the

mixture is made.

B. Conventional seeding - Seeding will be done on a freshly prepared and firmed seedbed. For

broadcast planting, use a cultipacker-seeder, drill, rotary seeder, other mechanical seeder, or hand

seeding to distribute the seed uniformly over the area to be treated. Cover the seed lightly with a

cultipacker or other suitable equipment.

C. No-till seeding is permissible into annual cover crops when planting is done following maturity of

the cover crop or if the temporary cover stand is sparse enough to allow adequate growth of the

permanent species. No-till seeding must be done with appropriate no-till seeding equipment. The

seed must be uniformly distributed and planted at the proper depth.

D. Individual plants - Shrubs, vines and sprigs may be planted with appropriate planters or hand

tools. Pine trees will be planted manually in the subsoil furrow. Each plant will be set in a manner that

will avoid crowding the roots.

Nursery stock plants shall be planted at the same depth or slightly deeper than they grew at the

nursery. The tips of vines and sprigs must be at or slightly above the ground surface.

Where individual holes are dug, place fertilizer in the bottom of the hole, add two inches of soil and

set the plant.

SILT FENCE REQUIREMENTS

TABLE 6-13.2

WIDTH OF FABRICUSE

TYPE A (36") 1) ON DEVELOPMENTS WHERE THE LIFE OF THE PROJECT

IS GREATER THAN OR EQUAL TO 6 MONTHS.

2) WHERE THE SLOPE GRADIENT IS STEEPER THAN 3:1.

TYPE B (22") 1) ON PROJECTS, SUCH AS RESIDENTIAL HOME SITES OR

SMALL COMMERCIAL DEVELOPMENTS, WHERE THE LIFE

OF THE PROJECT IS LESS THAN 6 MONTHS.

2) WHERE THE SLOPE GRADIENT IS LESS THAN OR EQUAL

TO 3:1

TYPE C (36") 1) WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20

WITH WOVEN WIRE FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1.

REINFORCEMENT

SILT FENCE REQUIREMENTS

TABLE 6-13.2

MINIMUM LEHGTH TYPE OF POST SIZE OF POST

TYPE A 4' SOFT WOOD 3" DIA. OR 2x4

OAK 1.5" x 1.5"

STEEL 1.3LB./FT. MIN.

TYPE B 3' SOFT WOOD 2" DIA. OR 2X2

OAK 1" X 1"

STEEL .75LB./FT. MIN.

TYPE C 4' STEEL 1.3LB./FT. MIN.

SILT FENCE REQUIREMENTS

TABLE 6-13.2

GAUGE CROWN LEGS STAPLES/POST

WIRE STAPLES 17 MIN.

3

4

" WIDE

1

2

" LONG 5 MIN.

GAUGE CROWN LEGS STAPLES/POST

NAILS 14 MIN. 1"

3

4

" 4 MIN.

NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD,

AND POCKETS

PURK YOTAKHONG, P.E.

GSWCC NO. 0000059231

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

No DescriptionDate

REVISIONS

No DescriptionDate

1

2

3

4

5

1

2

3

4

5

6

7

8

04/07/2021 PROPOSAL READY

02/16/2021

15

ES&PC DETAILS PART 2

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

14

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

20

07

2 - B

UF

OR

D D

AM

R

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D W

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EROSION CONTROL NOTES:

1. EROSION CONTROL PRACTICES MUST COMPLY WITH THE MINIMUM BEST

MANAGEMENT PRACTICES FOR EROSION CONTROL. AND SHALL COMPLY WITH THE

STANDARDS/SPECIFICATIONS IN THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA.

2. IN CONCENTRATED FLOW AREAS, ALL SLOPES STEEPER THAN 2.5:1 AND WITH A

HEIGHT TEN FEET OR GREATER, AND CUTS AND FILLS WITHIN STREAM BUFFERS,

SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR

BLANKET.

3. MULCH TEMPORARY VEGETATION ON ALL EXPOSED AREAS WITHIN 7 DAYS AFTER

DISTURBANCE

4. DISTURBED AREAS LEFT IDLE FOR 5 DAYS, AND NOT TO FINAL GRADE, WILL BE

ESTABLISHED TO TEMPORARY VEGETATION (Ds2). ALL AREAS TO FINAL GRADE WILL

BE ESTABLISHED TO PERMANENT VEGETATION (Ds3) IMMEDIATELY UPON

COMPLETION.

5. WHEN PLANTING VEGETATION, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY

SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.

6. FORSYTH COUNTY LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL

TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A COUNTY ROAD OR

STREET.

7. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED

PRIOR TO ANY GRADING ON SITE. PLEASE CALL (770) 528-2134 WITH ENOUGH

LEAD-TIME FOR AN INSPECTION TO MEET SCHEDULE.

8. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM

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.

9. THE USE OF POLYMERS (PAMS) IS ACCEPTED AS A BMP AS RECOMMENDED BY THE

STATE SOIL & WATER CONSERVATION COMMISSION BMP "GREEN BOOK". THE

POLYMERS USED TO STABILIZE CONSTRUCTION SITES MUST BE USED IN

CONJUNCTION WITH MULCHING AND/OR HYDRO SEEDING.

10. IF STREAMS ARE ON THE SITE, THE STREAM BUFFERS SHALL BE LEFT UNDISTURBED

AND A CONSERVATION EASEMENT OR A RESTRICTIVE COVENANT BE PLACED ON

THAT PROPERTY.

11. 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.

12. 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.

13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7 DAYS

SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

14. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT

ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY A DESIGN

PROFESSIONAL.

15. 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.

16. RUNOFF COEFFICIENT OR PEAK DISCHARGE FLOW OF THE SITE PRIOR TO AND

AFTER CONSTRUCTION ACTIVITIES ARE COMPLETED: PRE-CN AND POST-CN WILL BE

THE SAME. PRE-CONSTRUCTION IS IN GRASSED AREA THAT WILL BE GRASSED IN

POST-CONSTRUCTION.

6' O.C.

MAX.

FASTENERS FOR SILT FENCES

18"

OVERLAP AT FABRIC ENDS

Sd1-C: SILT FENCE - SENSITIVE

SIDE VIEW

FRONT VIEW

CO: CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

Sd2-P: CURB INLET PROTECTION

"SNOW" FENCE

Tr: TREE PROTECTION

3' MIN.

12" MIN.

18" MIN.

1.5' MAX.

3' MAX.

3' MAX.

STEEL FRAME AND TYPE C SILT FENCE INSTALLATION

Sd2-F : INLET SEDIMENT TRAP

A PROTECTIVE COVERING USED TO PREVENT

EROSION AND ESTABLISH TEMPORARY OR

PERMANENT VEGETATION ON STEEP SLOPES,

SHORE LINES, OR CHANNELS.

ESTABLISHING A PERMANENT VEGETATIVE COVER

SUCH AS TREES, SHRUBS, VINES, GRASSES, OR

LEGUMES ON DISTURBED AREAS.

ESTABLISHING A TEMPORARY VEGETATIVE

COVER WITH FAST GROWING SEEDINGS ON

DISTURBED AREAS.

ESTABLISHING TEMPORARY PROTECTION FOR DISTURBED

AREAS WHERE SEEDLINGS MAY NOT HAVE A SUITABLE

GROWING SEASON TO PRODUCE AN EROSION RETARDING

COVER.

Ds1

Ds3

Ss

Ds1

Ds3

DISTURBED AREA

STABILIZATION

(WITH MULCHING

ONLY)

DISTURBED AREA

STABILIZATION

(WITH PERM

SEEDING)

SLOPE

STABILIZATION

DISTURBED AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2Ds2

Ss

Bf BUFFER ZONE

STRIP OF UNDISTURBED ORIGINAL VEGETATION,

ENHANCED OR RESTORED EXISTING VEGETATION OR THE

REESTABLISHMENT OF VEGETATION SURROUNDING AN

AREA OF DISTURBANCE OR BORDERING STREAMS.

Bf

GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

STRUCTURAL PRACTICES

A BARRIER TO PREVENT SEDIMENT FROM

LEAVING THE CONSTRUCTION SITE. IT MAY BE

SANDBAGS, BALES OF STRAW OR HAY, BRUSH,

LOGS AND POLES, GRAVEL, OR A SILT FENCE.

A PERMANENT OR TEMPORARY STONE FILTER

DAM INSTALLED ACROSS SMALL STREAMS OR

DRAINAGE WAYS.

A TEMPORARY CHANNEL CONSTRUCTED TO

CONVEY FLOW AROUND A CONSTRUCTION SITE

WHILE A PERMANENT STRUCTURE IS BEING

CONSTRUCTED.

AN EARTH CHANNEL OR DIKE LOCATED ABOVE,

BELOW, OR ACROSS A SLOPE TO DIVERT RUNOFF.

THIS MAY BE A TEMPORARY OR PERMANENT

STRUCTURE.

A CRUSHED STONE PAD LOCATED AT THE

CONSTRUCTION SITE EXIT TO PROVIDE A PLACE

FOR REMOVING MUD FROM TIRES THEREBY

PROTECTING PUBLIC STREETS.

IMPROVING, CONSTRUCTING OR STABILIZING AN

OPEN CHANNEL, EXISTING STREAM, OR DITCH.

A SMALL TEMPORARY BARRIER OR DAM

CONSTRUCTED ACROSS A SWALE, DRAINAGE

DITCH OR AREA OF CONCENTRATED FLOW.

Ch

Co

Dc

Di

Rd

Sd1

CHANNEL

STABILIZATION

CONSTRUCTION

EXIT

STREAM

DIVERSION

CHANNEL

ROCK

FILTER

DAM

SEDIMENT

BARRIER

Co

CODE PRACTICE DETAIL DESCRIPTION

MAP

SYMBOL

CODE PRACTICE DETAIL DESCRIPTION

MAP

SYMBOL

VEGETATIVE PRACTICES

Cd

A TEMPORARY BRIDGE OR CULVERT-TYPE

STRUCTURE PROTECTING A STREAM OR

WATERCOURSE FROM DAMAGE BY CROSSING

CONSTRUCTION EQUIPMENT.

Sr

TEMPORARY

STREAM

CROSSING

Sr

A PERMANENT VEGETATIVE COVER USING SODS ON

HIGHLY ERODABLE OR CRITICALLY ERODED LANDS.

Ds4 Ds4

DISTURBED AREA

STABILIZATION

(SODDING)

CHECKDAM

DIVERSION

PURK YOTAKHONG, P.E.

GSWCC NO. 0000059231

110 Samaritan Drive, Suite 201

Cumming, GA 30040

(770) 977-5747

www.cecincga.com

OF

Copyright 2021

Civil Engineering Consultants, Inc.

THESE DRAWINGS AND THEIR

REPRODUCTIONS ARE THE PROPERTY

OF THE ENGINEER AND MAY NOT BE

REPRODUCED, PUBLISHED OR USED IN

ANY WAY WITHOUT THE WRITTEN

PERMISSION OF THIS ENGINEER.

c

CLIENT

APPROVAL STAMP

PROJECT NAME

Drawn By :

Checked By :

Designed By :

Scale :

SHEET TITLE

PROJECT INCEPTION DATE

DRAWING NUMBER

RELEASES

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REVISIONS

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04/07/2021 PROPOSAL READY

02/16/2021

15

ES&PC DETAILS PART 3

BUFORD DAM ROAD WATER

LINE IMPROVEMENTS

15

GRP

BJR

GRP

CITY OF CUMMING

SEE DETAIL

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STONE CHECK DAM

CROSS SECTION

PROFILE VIEW

STONE CHECK DAM

SPACING BETWEEN CHECK DAMS

CD-S CD-S