i onarch engineering, inc. - kentuckypsc.ky.gov/pscscf/post case referenced... · jimmy dalton joel...

A I onarch Engineering, Inc.

December 2, 2015

Mr. Jeff Derouen, Executive Director Public Service Commission P.O. Box 615 Frankfort, KY 40602

Re: Case No. 2014-00157

Dear Mr. Derouen:

Please be advised that the above referenced project for the Western Pulaski County Water District has been successfully completed and is in operation. Attached please find a CD copy of the Record Drawings. Should you need additional information, please advise.

Since rely,

David M. Bowles, P.E.

/dmb

Cc Don Calder, Chai rman Western Pulaski County Wate r District

Attachment

556 Carlton Dr. • Lawrenceburg, Ky. 40342 • 502-839-13 10 • Fax 502-839-1373

LAWRENCEBURG, KY 40342

556 CARLTON DRIVE

TABLE OF CONTENTS

COVER

GENERAL NOTES G-1

LOCATION MAP LM-1

AERIAL PLAN SHEETS 1-15

MISCELLANEOUS DETAILS MD-1 - MD-2

EROSION CONTROL DETAILS EC-1

THIS PROJECT FUNDED BY:

U.S.D.A. RURAL DEVELOPEMENT

BRIDGE HOLLOW AREA WATER SYSTEMEXTENSIONS & REPLACEMENTS

AUGUST 2013

WESTERN PULASKI COUNTY WATER DISTRICT

JIMMY DALTON JOEL WILSON

TEDDY ROBERTS RANDALL WILSON

OFFICE MANAGER - TAMMY VAUGHT

UTILITIES MANAGER - JOE McCLENDON

DON CALDER, CHAIRMAN

LOCATION MAP


ATTORNEY - JOHN PRUITT

PULASKI COUNTY, KENTUCKY

RA

MP

RO

AD

AU

STIN

RD

CAMPBELLS RD CH

ERO

KEE TR

AIL

TYSON RD

DELLA WIN RD

BEECHNUTEST. RD

196

196

HAMILTON RD

761

761

MIL

L SP

RIN

GS-

BATT

LEFI

ELD

RD

PAN HANDLE RD

CUB CK HILL RD

196

196

196196

761

235

23580

80

80

837

1664

1664

3525837

76

76

1611

1611

3525

837

1676

1676

3264

3264

2993

3172

6196

3169

1642

16421577

1577

3261

803261

1248

3263

3263

635

1676

635

1247

1209635

3277

COLEMANCEM. RD.

SHADY REST RD.

JOHNS RD

INDIANPINES RD

SUGAR RD

DUDLEY

CR. RD.

MID

DLE

RID

GE

RD

DEN

NY

RID

GE R

DZ. JO

HNSO

N RD

V.P. OLSTONROAD

JOHNSON RD

ROBERTS

RO

BERTS R

D

LANE

WOLF CREEK RD

RICHARDSON RD

D DUNBAR RD

VIN

NIE R

D

BARNES KNOB RD

BURTON RD

CHARLES BROW

N RD

PERKINS RD

PAD

DIN

GT

ON

LN

POL

STO

NT

OW

N R

D

WILSON RD

JAMESTOWN RD

ONO

WATSON RD

LY

NC

H R

D

PAR

KS

RID

GE

RD

CO

FFEE

RD

J TARTER RD

ALLIGATOR RD

ELI

ROYALTON

DORENA

SANDYHOLLOW

KAVITO

JAY

BART

VINNIE

UMA

NAOMITRIMBLE

BURNETTA

FAUBUSH

COINSSTORE

WATERLOO

POINTER

MANGUM

KINGBEE

ANSEL

MT. ZION

SCIENCE HILL

NORWOOD

BETHLEHEM

RINGGOLD

SHEPOLA

RINGGOLD

HISLOPE

MENDEL

OAK HILL

INGLE

CUNDIFF RD

GO

SSER R

IDG

E RD

GOAT DOCK RD

CHUMBLEY R

D

GOSSER RD

PINETOP RD

GOSSER-

BROW

N RIDGE RD

FLOYD RIDG

E RD

F WILSON RD

FLYNN LN

G

AIN

S R

DCOO

K BRANCH

RD

BLAC

K R

IDG

E RD

FAUBUSH-NORFLEET RD

-FAUBUSH RD

PLEASANT POINTHO

USE

FORK

CR.

RD.

F OWENS RD WOLF CREEK RD

FAUBUSH FRONTAGE RD

BURNETTA RD

RO

Y R

D

WAR

NER

RD

PIERC

E RD

GAINES RD

OAKS RD

GAINES CEM RD

SEIVER

S RD

BUCHANAN RD

DAWS RIDGE RD

PINEY

WO

OD

S RD

TARTER CEM RD

WO

ODS

RD

LEO M

UN

SEY R

D

KEE

NEY

RD

LINUS KENNEY RD

POLE BRIDGE R

DPARKER RD

SHE

POL

A R

D

SLATE BRANCH RD

SARDIS

TODD RD

PINEY

GR

OV

E RID

GE R

D

PINEY GROVE FRONTAGE RD

WEST FRYE RD

NANCY

GRAYS CHAPEL RD

PINEY GROVE RIDGE RD

HA

PPY

RID

GE

RD

CUMBERLAND PARKWAY

CIR

CLE

RD

CO

LD W

EATH

ER

HOPEFUL SCHOOL RD

HICKORY NUT-OIL CENTER RDCAINS STORE RD

COFFEY RD

CEDAR POIN

T SCHOOL R

D

PETRY LN

ROCKY HILL RD

WILSON RIDGE RD

CA

RTER

RID

GE-H

ICK

OR

Y N

UT R

IDG

E

POINTER CREEK RD

ROB DIC

K RD

CLI

ME

RD

CAL WILLIS RD

VAUGHT RIDGE RD

MT HOPE RD

IRVINE RD

BERT RIDGE RD

DA

VIS R

IDG

E RD

ADAMS RD SAM JONES RD

WHEELDON RD

MOFIELD RIDGE RD

WESLEY RD

BEEC

H G

RO

VE

RD

IRVINE HOL. RD.

CLIFTY RD

BETHLEHEM RIDGE RD

OLD SALTS RD NO

RW

OO

D R

D

27

27

27

WAYNE COUNTY

WAYNE COUNTY

CASEY COUNTY

RU

SSEL

L C

OU

NT

Y

SOMERSET

HERITAGE W

AY

PINETREE RD

McCLENDON RD

POTTERSHOP RD

ANDERSON RD

GANDER RD

KNOBB RD

ROBERTS PORT RD

AR

D R

IDG

E R

D

CLIFF RD

FRYE RD

IMPERIAL RD

OKALONA RD

HISLOPE RD

OLD MILL SPRING RD

HO

MINY H

ILL RD

KARRAH RD

SLA

VE

Y L

N

COOPER MILL RD

KE

NN

EY

LN

TO

DD

FAR

M R

D

GR

OV

ER

LN PRATHER DR

SHO

RELI

NE D

R

MUNSEY LN

PATTERSON BR RD

HIDEAWAY DR

PRATHER RD

SHEPOLA RD

SHAFTER

ENCHANTED DR

BRIDGE

NE

WE

LL

RD

HOLLOW RD

WAITSBORO DR OL

D M

ON

TIC

EL

LO

RD

STIGALL LN

FERRY RD

WIL

SON R

D

1674

WESLEY RD

SAWMIL

L RD

914

VA

LL

EY

RD

RECORD DRAWINGS

GENERAL NOTES TO CONTRACTOR

WATER LINE GENERAL NOTES

OWNER

LINE/CABLE LOCATION SERVICES



WATER LINE EXTENSION

Monarch Engineering, Inc.

LOCATION MAP

LM-1

BRIDGE HOLLOW ROAD

WATER LINE REPLACEMENT

FERRY ROAD

WATER LINE RELOCATION

DUDLEY HILL ROAD


SPAW CEMETERY ROAD


WOODS ROAD


GAINES ROAD


COMPTON ROAD


THREE SPRINGS AREA


1

2

3

4

5

6

7

8

RECORD DRAWINGS

1

1

HANEY LANE & PLEASANT VIEW

WATER LINE EXTENSIONS

10

PATTERSON LANE


1

2

KENTUCKY HIGHWAY 914 (SOMERSET BYPASS)


9

CLINE ROAD


1

4

HAMPTON AVENUE


1

3

DAIRY BARN ROAD


1

5

McCLENDON ROAD




WATER SYSTEM EXTENSIONS & REPLACEMENTS

WOODS ROAD WATER LINE EXTENSION

1

EXISTING 6-INCH

WATER LINE

MARLON &

BARBARA BURTON

W

O

O

D

S

R

O

A

D

M

E

R

C

E

R

R

O

A

D

P

I

N

E

M

E

A

D

O

W

D

R

I

V

E

ROBERT WENDELL

BROTHERTON

BOBBY B. &

FAYE BRYANT

ANGELICA ZAMBRANO

HAROLD & SHARON

BEASLEY

SAM & DOROTHY MILLER

SHERLENE TARTER

LOCKARD

JENKENS LLC

WILDON &

MARY LOIS TRIMBLE

SAM & DOROTHY MILLER

W

O

O

D

S

R

O

A

D

K

Y

H

I

G

H

W

A

Y

7

6

1

STA. 0+00

CONNECT NEW 3-INCH WATER LINE

TO EXISTING 3-INCH WATER LINE BY

REMOVING EXISTING BLOWOFF AND

CONNECT TO EXISTING 3-INCH VALVE.

8' WEST OF FENCE ROW

136' NORTH OF UTILITY POLE

5 + 00

10 + 00

INSTALL TANDEM METER

WITH INDIVIDUAL PRESSURE

REDUCING REGULATOR

STA. 13+30

BLOWOFF ASSEMBLY WITH GATE VALVE

6' WEST OF EDGE OF PAVEMENT

12' SOUTH OF DRIVE WAY

M

3

-

I

N

C

H

P

V

C

S

D

R

2

1

W

A

T

E

R

L

I

N

E

RECORD DRAWINGS




CHARLES GAINES ROAD WATER LINE EXTENSION

2

K

Y

H

I

G

H

W

A

Y

1

6

6

4

EXISTING 6-INCH

WATER LINE

MILBURN &

LOIS ANN TARTER

C

H

A

R

L

E

S

G

A

I

N

E

S

R

O

A

D

URBAN E. McFARLAND, III

& HEATHER McFARLAND


& HEATHER McFARLAND


& HEATHER McFARLAND

BRUCE PITMAN

JUDY COMPTON CAIN

MICHAEL M. TARTER

STA. 0+00

CONNECT NEW 3-INCH WATER LINE TO

EXISTING 6-INCH WATER LINE WITH

6-INCHx3-INCH TAPPING SLEEVE AND VALVE.

20' SOUTH OF BLACKTOP CHARLIE GAINES

12' SOUTHEAST OF UTILITY POLE

5 + 00

INSTALL METER SETTING WITH

INDIVIDUAL PRESSURE

REDUCING REGULATOR

STA. 28+00

BLOWOFF ASSEMBLY WITH GATE VALVE

6' EAST OF BLACKTOP

12' SOUTH OF 24" RED OAK

PRV

M

3

-

I

N

C

H

P

V

C

S

D

R

2

1

W

A

T

E

R

L

I

N

E

10 + 00

15 + 00

20 + 0025 + 00

M

RECORD DRAWINGS




COMPTON ROAD WATER LINE EXTENSION

3

C

O

M

PT

O

N

R

O

A

D

R

. V

A

U

G

H

N

R

O

A

D

K

Y

H

IG

H

W

A

Y

8

3

7

EXISTING 3-INCH

WATER LINE

EXISTING 6-INCH

WATER LINE

MARTY & JANET WILSON



PAUL RAY & JUDY ALLEN

PAUL RAY & JUDY ALLEN

GLENDA K., ROY &

RODER GOSSETT

STA. 0+00




9' SOUTH OF EDGE OF VAUGHN ROAD

45' SOUTHWEST OF TELEPHONE PEDISTAL

5 + 00

10 + 00

15 + 00

20 + 00

STA. 21+00

BLOWOFF ASSEMBLY WITH GATE VALVE.

4' NORTH OF ROAD

7' NORTHWEST OF GATE POST

M

3

-IN

C

H

P

V

C

S

D

R

2

1

W

A

T

E

R

L

IN

E

INSTALL METER

SETTING

20 LF OF BORE & CASE

FOR 3-INCH WATER LINE

RECORD DRAWINGS

INSTALL METER SETTING WITH

INDIVIDUAL PRESSURE

REDUCING REGULATOR

PRV




SPAW CEMETERY ROAD WATER LINE EXTENSION

4

GERALD HINES

DAVID E. HINES

HERMAN WAYNE HINES

PATRICIA ADAMS

c/o REGINA THOMAS

COYE V., ROSE & THOMAS C. DICK

COYE V., ROSE & THOMAS C. DICK

ROLLIN D. STEPHENS

BURNADEAN STEPHENS

S

P

A

W

C

E

M

E

T

E

R

Y

R

O

A

D

5 + 00

STA. 12+70

BLOWOFF ASSEMBLY WITH 3-INCH GATE VALVE

5' WEST OF EDGE OF BLACKTOP

8' SOUTH OF DRIVEWAY

INSTALL 3-INCH PVC

SDR 17 WATER LINE

STA. 0+00

CONNECT NEW 3-INCH WATER LINE TO EXISTING

3-INCH WATER LINE WITH 3-INCH GATE VALVE.


6' NORTHEAST OF UTILITY POLE

EXISTING 6-INCH

WATER LINE

K

Y

H

I

G

H

W

A

Y

1

6

7

6

M

RECORD DRAWINGS

10 + 00

M

M




DUDLEY HILL ROAD WATER LINE EXTENSION

5

B

A

T

E

S

R

O

A

D

STA. 0+00


3-INCH WATER LINE 3-INCHx3-INCH TAPPING

SLEEVE AND VALVE AND 30 LF OF BORE & CASE.

CONNECTION LOCATED 5' SOUTH OF PAVEMENT

41' WEST OF 16" CULVERT

STA. 11+50

BLOWOFF ASSEMBLY WITH

3-INCH GATE VALVE

EXISTING 3-INCH

WATER LINE

D

U

D

L

E

Y

H

I

L

L

R

O

A

D

D

U

D

L

E

Y

C

IR

C

L

E

R

O

A

D

3-INCH PVC SDR 17

WATER LINE

PRV

M

PRV

M

RECORD DRAWINGS

5 + 00

10 + 00




BRIDGE HOLLOW ROAD WATER LINE REPLACEMENT

6

MARIE G. RICHARDSON

AMOS JR. &

BETTY WOOLRIDGE

JIM SAYLOR

GENE &

MICHELLE

KING

JIM SAYLOR

BRUCE BOLZE

FRANCES

McINTYRE

B

R

ID

G

E

H

O

L

L

O

W

R

O

A

D

SCOTT GULOCK

GARY W. &

DAWN MICHELLE

BURGIN

ZACH & SUSAN

BURKLE

R

Y

J

O

N

L

A

N

E

GARY W. &

DAWN M. BURGIN

DONALD LEE &

MARILYN WHITIS

REX &

LYNNE WELTY

WILLIAM &

HEIDI L. RISLEY

GLYNDA KAY

BERRY

JEFFREY

SCOTT

ROBERTS

HAGAN T. &

LAURA C.

WONN

DON & KATHY CONNER

CLAUDINE SMITH RICK L. &

THERESE

L. LUSBY

RONALD &

RHONDA

RIGDON

RICHARD LEE

STEWART

LOUIS &

BONNIE G. DRAPEAU

DOYLE R. &

SHAN A. SWANNER

BILL R. &

BARBARA B. MORGAN

THOMAS N. &

CECELIA J. BUTCHER

TERRY & REBECCA D.

McPHERSON

RICHARD

STEWART

BANK OF

McCREARY CO.

THOMAS N. &

CECELIA J. BUTCHER

RICK L. &

THERESE L. LUSBY

RICHARD

STEWART

RICHARD

STEWART

BETH ANN &

JAMES M. SMITH

LAKE CUMBERLAND

STA. 0 + 00




CONNECTION LOCATED 6' SOUTH OF FENCE

19' WEST OF FENCE

5 + 00

INSTALL CUT & CAP WITH

CONCRETE THRUST RESTRAINT

ON EXISTING 3-INCH WATER LINE

3

-

I

N

C

H

P

V

C

S

D

R

1

7

W

A

T

E

R

L

I

N

E

EXISTING 3-INCH WATER LINE

TO BE ABANDONED

10 + 00

15 + 00

20 + 0025 + 0030 + 00

STA. 33 + 30

INSTALL BLOWOFF ASSEMBLY

AND GATE VALVE

STA. 11 + 50

INSTALL BLOWOFF ASSEMBLY

AND GATE VALVE

5 + 00

10 + 00

STA. 0 + 00

3-INCH GATE VALVE

7' WEST OF BLACKTOP EDGE

8' NORTH OF BRIDGE HOLLOW ROAD


TO BE ABANDONED

3-INCH PVC SDR 17 W

ATER LINE

3-INCH PVC SDR 17 W

ATER LINE

EXISTING 3-INCH

WATER LINE

MR

MR

MR

MR

MR

MR

MRMR

MR

MR

MRMR

MR

MR

MR

MR

MR MR

MR

MR

INSTALL 30 LF OF OPEN CUT &

CASE FOR 3-INCH WATER LINE

RECORD DRAWINGS




THREE SPRINGS AREA WATER LINE REPLACEMENT

7

S

H

I

M

M

E

R

I

N

G

M

O

O

N

D

R

I

V

E

T

H

R

E

E

S

P

R

I

N

G

S

R

O

A

D

S

P

R

IN

G

S

C

IR

C

L

E

BU

CK

EY

E D

RIV

E

D

IS

IS

D

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AY

P

IN

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G

R

O

V

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R

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D

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R

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A

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B

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K

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D

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D

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IV

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C

K

ID

D

R

O

A

D

SP

RIN

G V

ALLE

Y D

RIV

E

B

R

I

D

G

E

H

O

L

L

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W

R

O

A

D

T

H

R

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E

S

P

R

I

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G

S

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A

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SPRINGS CIRCLE

CR

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TA

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K

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MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

MJ4 PROPERTIES LLC

JAMES A & REBECCA R GIRDLER

JAMES ALLEN GIRDLER

LARRY D & CECILIA HONEYCUTT

JODY, REBECCA

& MARK A DAGLEY

ROBERT & KATHY

EDWARDS

SHIRLEY ANN &

DONALD BAKER

DOUBLE F LLC

J&O ENTERPRISES LLC

ALBERT W

& ANITA D

HILLIARD

ALBERT W

& ANITA D

HILLIARD

ALBERT W

& ANITA D

HILLIARD

ALBERT W

& ANITA D

HILLIARD

JAMES EMORY &

THERESA OWENS

MIKE C KAISER

C

K

I

D

D

R

O

A

D

AL & NANCY

HOPKINS

EVERETT

HALCOMB JR

NANCY KROENER

& SHIRLEY GYURIN

R

O

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W

&

J

O

A

N

N

L

O

V

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L

L

SHTEPHEN W &

SHIRLEY F SYPHAX

TIMOTHY

G SMITH

NANCY

KROENER

DONNA

TOLLEY

ROY W &

JOANN LOVELL

BRIAN & KATHY

CHANDLER

SHTEPHEN W &

SHIRLEY F SYPHAX

JOHN DAVID

& BEULAH

REINHARDT

WILLIAM

KERRY

KING ROY MICHAEL &

KATHY RANDLE

TERESA

& JAMES

OWENS

VINCENT & MARTHA

RAINWATER

JUANITA WHITT

KENNETH C &

NANCY LOU KINCAID

C

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A

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L

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S

K

W

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L

F

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M

J

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&

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&

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S

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GREGORY L &

NINA M JACKSON

WILLIAM C &

LEBRA REDMOND

ROBERT L HARRIS

REVOCABLE TRUST

LEBRA RENEE

REDMOND

KEVIN VIOX

JOSEPH VIOX

JOHN VIOX III

ELIZABETH

DAULTON

DEBBIE & JOHN

DEMASTERS

ROY W &

JOANN LOVELL

SIMEY & IVA LEE

MORRIS

VICKIE McQUEARY

& JEFFRIE KIDD

GARY L KRATZER

RAYMOND D &

ELIZABETH McINTOSH

VIRGINIA TAYLOR

DAUGHERTY

c/o GREGG TAYLOR

MELVIN E EATON

WINEBERG

FAMILY TRUST

MARY ANN SCHLENK

JAMES JOSEPH

SCHLENK

SANDRA

VANBUSKIRK

JOHN QUINTON &

KAREN WESLEY

MARILYN HURRELL &

JOSEPH J HURRELL JR

MICHAEL A &

JOAN A COLLIGAN

GARY L &

DEDRA STREET

ROBERT A &

VICKIE L MASSIE

CHRISTOPHER M &

PATRICIA LYNCH

THOMAS J ROLFES

& CAROL M COTT

JAMES

JOSEPH

SCHLENK

VIRGINIA TAYLOR

DAUGHERTY

c/o GREGG TAYLOR

GARY L

GIBSON

RONALD E,

HEATHER &

WILLIAM SNELL

WILLIAM R &

KIM A EATON

KENNETH

PENNINGTON

MARILYN

HURRELL &

JOSEPH J

HURRELL JR

MARILYN

HURRELL &

JOSEPH J

HURRELL JR

MARILYN

HURRELL &

JOSEPH J

HURRELL JR

WILLIAM D &

OPAL S BRUSH

JULIE A

PENNINGTON

ED & MYRANDA

GESSNER

JOSEPH & WANDA

SPROUSE

CARMAN D

& BARBARA

BOLTON

KENNETH

PENNINGTON

KENNETH

PENNINGTON

KENNETH

PENNINGTON

DOUGLAS &

GLORA EGLIAN

DARRY

& LINDA

BURKETT

CHARLES S &

JANET W ELLIOT

CHARLES S &

JANET W ELLIOT

CHARLES S &

JANET W ELLIOT

IRA

PENNINGTON

PAULA

PENNINGTON

VICKI L

KRATZER

CHESTER & RUTH KIDD

STA. 14+50

INSTALL 3-INCH

BLOWOFF ASSEMBLY

WITH GATE VALVE

STA. 18+30

INSTALL 3-INCH

BLOWOFF ASSEMBLY

WITH GATE VALVE

STA. 0+00

3-INCH GATE VALVE

3' EAST DIS IS DA WAY

15' SOUTH OF 8" CEDAR

EXISTING 3-INCH

WATER LINE

STA. 5+60

INSTALL 3-INCH BLOWOFF

ASSEMBLY WITH GATE VALVE

INSTALL 3-INCH PVC

SDR 17 WATER LINE

INSTALL 3-INCH PVC

SDR 17 WATER LINE

STA. 0+00

3-INCH GATE VALVE

15' SOUTH OF DIS IS DA WAY

10' WEST OF BUCKEYE

INSTALL 3-INCH PVC

SDR 17 WATER LINE

STA. 0+00

3-INCH GATE VALVE

6' EAST OF THREE SPRINGS

8' NORTH OF BLACKTOP DRIVE

EXISTING 3-INCH

WATER LINE

EXISTING 3-INCH

WATER LINE

EXISTING 3-INCH

WATER LINE

INSTALL 3-INCH PVC

SDR 17 WATER LINE

STA. 9+20

INSTALL 3-INCH

BLOWOFF ASSEMBLY

WITH GATE VALVE

STA. 10+50

INSTALL 3-INCH

BLOWOFF ASSEMBLY

WITH GATE VALVE

INSTALL 3-INCH PVC

SDR 17 WATER LINE

STA. 0+00




24' NORTHWEST OF BUCKEYE

17' SOUTH OF THREE SPRINGS

STA. 0+00

INSTALL 3-INCH GATE VALVE

STA. 0+00

CONNECT NEW 3-INCH WATER

LINE TO EXISTING 3-INCH WATER

LINE WITH 3-INCHx3-INCH

TAPPING SLEEVE AND VALVE.

35' NORTHWEST OF BUCKEYE

15' SOUTH OF THREE SPRINGS

EXISTING 3-INCH

WATER LINE

EXISTING 3-INCH

WATER LINE

EXISTING 6-INCH

WATER LINE



EXISTING 3-INCH

WATER LINE

INSTALL 20 LF OF BORE & CASE FOR

3-INCH WATER LINE


3-INCH WATER LINE

STA. 0+00

3-INCH GATE VALVE

5' SOUTH OF PINE GROVE

8' WEST OF BUCKEYE

STA. 5+80

INSTALL 3-INCH

BLOWOFF ASSEMBLY

WITH GATE VALVE


3-INCH WATER LINE

MR MR

MR

MR

MR

MRMR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MRMR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MR

MRMR

M

M

MRMR

INSTALL 20 LF OF BORE & CASE


RECORD DRAWINGS



CUT & CAP EXISTING

3-INCH WATER LINE




FERRY ROAD WATER LINE RELOCATION

8

CURTIS H. & FAYRENE

MAYFIELD

CURTIS H.

& FAYRENE

MAYFIELD

CLIFFORD D. & CASSIE

McCLENDON

FLOYD FAMILY

CEMETERY

DOYLE L. &

VIRGINIA ANN TURNER

DOYLE L. &

VIRGINIA ANN TURNER

DOYLE L. &

VIRGINIA ANN TURNER

JUDY DALTON

JUDY DALTON

JUDY DALTON

D

A

L

T

O

N

L

A

N

E

PAIGE COLE

DAVID W. DARING

BRIAN & ELIZABETH

DALTON

RAYMOND D. & PATRICIA

BRYANT

REBECCA LIEBLER

ROADEN

EDWARD L. &

DOLLY E. CRABTREE

L

IB

B

Y

S

L

A

N

E

S

L

A

T

E

B

R

A

N

C

H

R

O

A

D

(K

Y

H

W

Y

1

6

4

2

)

SL

AT

E B

RA

NC

H R

OA

D (

KY

HW

Y 1

642)

F

E

R

R

Y

R

O

A

D

EXISTING 4-INCH

WATER LINE

EXISTING 6-INCH

WATER LINE

EXISTING 6-INCH

WATER LINE

STA. 4 + 80

CONNECT NEW 4-INCH WATER LINE

TO EXISTING 4-INCH WATER LINE

WITH 4-INCHx4-INCH TAPPING

SLEEVE AND VALVE.

CUT & CAP WITH THRUST RESTRAINT

ON EXISTING 4-INCH WATER LINE

EXISTING 6-INCH

WATER LINE

STA. 0 + 00



6-INCHx4-INCH TAPPING SLEEVE AND VALVE

4-INCH PVC SDR 17

WATER LINE

RONNIE G. &

CAROLYN MITCHELL

GENERAL NOTES:

1. UNDERGROUND UTILITIES WITHIN COMMONWEALTH OF KENTUCKY

RIGHT-OF-WAY SHALL BE INSTALLED WITH A MINIMUM DEPTH OF COVER

OF 42 INCHES .

2. UNDERGROUND UTILITIES SHALL NOT BE INSTALLED IN EMBANKMENT

FILLS OR BETWEEN EDGE OF PAVEMENT AND DITCHLINE UNLESS

SPECIFICALLY NOTED ON PERMITTED PLANS.

3. CONTACT THE DISTRICT PERMITS ENGINEER AT KTC-DOH DISTRICT #8,

SOMERSET, KY AT (606) 677-4017 PRIOR TO BEGINNING WORK.

4. ALL NECESSARY STEPS SHALL BE TAKING TO PREVENT EROSION OR

SILTATION OF THE PUBLIC RIGHT-OF-WAY, ADJOINING PROPERTY AND

WATERWAYS.

5. THE CLEARING OF LARGE TREES AND BRUSH SHALL BE DONE AS

REQUIRED TO FACILITATE PROPER WATER LINE INSTALLATION.

CLEARING SHALL BE ACCOMPLISHED AS REQUIRED, BUT NOT IN EXCESS.

THE STATE RIGHT-OF-WAY SHALL BE LEFT FREE OF ANY AND ALL DEBRIS

INCLUDING TREES, BRUSH, LARGE ROCK, ETC. REMOVAL OF SUCH

DEBRIS IS THE SOLE RESPONSIBLY OF THE CONTRACTOR.

INSTALL 4-INCH WATER LINE ALONG

COMMONWEALTH OF KENTUCKY

RIGHT-OF-WAY. INSTALL 4-INCH WATER LINE

ON BACK SIDE OF EXISTING 6-INCH WATER

LINE, 8'-0" FROM EDGE OF PAVEMENT.

KE

NT

UC

KY

H

IG

HW

AY

1

64

2

M.P

. 0

.8

33

KE

NT

UC

KY

H

IG

HW

AY

1

64

2

M.P

. 0

.9

47

RECORD DRAWINGS

WATER LINE

TO BE ABANDONED




DRAWN BY: JRC

CHECKED BY: DMB

CHECKED BY: DSB

PROJECT: 1319

DATE: AUG 2013

SCALE: 1"=100'

SHEETREVISED

556 CARLTON DRIVE


CLINE ROAD WATER LINE EXTENSION

9

C

L

IN

E

R

O

A

D

STA. 15 + 50


ASSEMBLY AND GATE VALVE.

M

PRV

3

-

I

N

C

H

P

V

C

S

D

R

1

7

W

A

T

E

R

L

I

N

E

5 + 00

10 + 00

15 + 00

STA. 0 + 00


EXISTING 3-INCH WATER LINE BY

REMOVING EXISTING BLOWOFF ASSEMBLY.

LAT: 37° 09' 08" N

LONG: 84° 45' 23" W

ERIC & ASHLEY YOUNG

APRIL ANN & DANIEL ISAAC ENGLE

c/o CARROLL F. & HELENA TAYLOR

GLENDA HINES

PATSY GILPIN

DEVONDA GRIFFIN

DOUGLAS SPAW

BOYD & LUCILLE MURPHY

K

E

N

TU

C

K

Y

H

IG

H

W

A

Y

80 / B

O

B

TO

W

N

R

O

A

D

PA

TTER

SO

N L

AN

E

K

E

N

T

U

C

K

Y

H

I

G

H

W

A

Y

8

3

7

STA. 0+00



6-INCHx3-INCH TAPPING SLEEVE & VALVE.

LAT: 37° 08' 00.64" N

LONG: 84° 51' 00.91" W

18' NORTH OF EDGE OF PAVEMENT

(PATTERSON LANE)

48' EAST OF DITCH LINE (HWY 837)

EXISTING 6-INCH

WATER LINE




DRAWN BY: JRC

CHECKED BY: DMB

CHECKED BY: DSB

PROJECT: 1319

DATE: AUG 2013

SCALE: 1"=100'

SHEETREVISED

556 CARLTON DRIVE


PATTERSON LANE WATER LINE EXTENSION

10

RECORD DRAWINGS

STA. 18 + 40

3-INCH BLOWOFF ASSEMBLY AND GATE VALVE.


38' WEST OF MAILBOX

5+00

10+00

15+00




DRAWN BY: JRC

CHECKED BY: DMB

CHECKED BY: DSB

PROJECT: 1319

DATE: AUG 2013

SCALE: 1"=100'

SHEETREVISED

556 CARLTON DRIVE


HANEY LANE & PLEASANT VIEW WATER LINE EXTENSIONS

11

K

E

N

T

U

C

K

Y

H

I

G

H

W

A

Y

8

0

/

B

O

B

T

O

W

N

R

O

A

D

H

A

N

E

Y

L

A

N

E

P

L

E

A

S

A

N

T

V

I

E

W

L

A

N

E

T

O

W

N

R

O

A

D

STA. 0+00




4' WEST OF EDGE OF PAVEMENT

(PLEASANT VIEW)

1' NORTH OF 16" CULVERT

RECORD DRAWINGS

STA. 18 + 40

3-INCH BLOWOFF ASSEMBLY AND GATE VALVE.


38' WEST OF MAILBOX

WATER LINE INSTALLED

AT EDGE OF PAVEMENT

WATER LINE INSTALLED

AT EDGE OF PAVEMENT

STA.

3-INCH BLOWOFF ASSEMBLY

STA. 0+00




8' EAST OF EDGE OF PAVEMENT (HANEY LANE)

6' SOUTH OF EDGE OF PAVEMENT (HWY 80)

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W

8

-

W




DRAWN BY: JRC

CHECKED BY: DMB

CHECKED BY: DSB

PROJECT: 1319

DATE: DEC 2013

SCALE: 1"=100'

SHEETREVISED

556 CARLTON DRIVE


KENTUCKY HIGHWAY 914 (SOMERSET BYPASS) WATER LINE EXTENSION

12

W

HIG

HW

AY

914

(US

27 S

OM

ER

SE

T B

YP

AS

S)

O

AK

HIL

L R

O

AD

(K

Y 1

577)

MR MCMUJO LLC

OAK HILL

BAPTIST CHURCH

FARM CREDIT

MID AMERICA

E

X

IS

T

IN

G

R

/W


EXISTING

FUNERAL

HOME

12-INCH PVC SDR 21 WATER LINE

NEW 12-INCH WATER LINE

SHALL BE INSTALLED ALONG

COMMONWEALTH OF

KENTUCKY RIGHT-OF-WAY

INSTALL 12-INCH WATER LINE ALONG COMMONWEALTH OF

KENTUCKY RIGHT-OF-WAY. INSTALL 12-INCH WATER LINE

APPROXIMATELY 6 TO 10 FEET INSIDE RIGHT-OF-WAY

CONTROL ACCESS FENCE WHILE MAINTAINING A 5-FEET

PARALLEL DISTANCE FROM THE EXISTING GAS LINE.

K

E

N

T

U

C

K

Y

H

I

G

H

W

A

Y

9

1

4

M

.

P

.

3

.

9

3

H

I

D

D

E

N

P

A

K

D

R

I

V

E

W

T

L

O

R

O

A

D

E

X

I

S

T

I

N

G

R

/

W

E

X

IS

T

IN

G

R

/W

RICK BLEVINS

T

E

R

I

A

.

N

E

W

&

R

I

C

K

Y

B

L

E

V

I

N

S

c

/

o

A

L

L

E

N

E

B

L

E

V

I

N

S

WILLIAM S.

& LINDA G.

FERGUSON

ACRES

PROPERTIES

TRUDY TRIMBLE

ALBERT & ELIZABETH BURTON

SUE C STEIN FAMILY TRUST

THE PEOPLE CHOICE

FUNERAL HOME

3-WAY FLUSH

HYDRANT ASSEMBLY

(TYP.)

12-INCH GATE VALVE


6' NORTHWEST OF FLUSH HYDRANT

STA. 0+00


EXISTING 12-INCH WATER LINE BY REMOVING

CAP AND CONNECTING DIRECTLY INTO

EXISTING 12-INCH WATER LINE.

LAT: 37° 03' 06" N

LONG: 84° 38' 43" W

12-INCHx6-INCH TEE

EXISTING 6-INCH

WATER LINE

KE

NT

UC

KY

H

IG

HW

AY

914

M.P

. 3.40

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W

6

-

W



G

G

G

G

G

G

G

G

G

G

G

G

G G G G G G G G G G G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

EXISTING GAS LINE

INSTALL 12-INCH WATER LINE

APPROXIMATELY 6 TO 10 FEET FROM

R/W CONTROL ACCESS FENCE WHILE

MAINTAINING A DISTANCE OF 5-FEET

PARALLEL FROM EXISTING GAS LINE

INSTALL 12-INCH WATER LINE

APPROXIMATELY 6 TO 10 FEET FROM

R/W CONTROL ACCESS FENCE WHILE

MAINTAINING A DISTANCE OF 5-FEET

PARALLEL FROM EXISTING GAS LINE

EXISTING GAS LINE

EXISTING GAS LINE

RECORD DRAWINGS



6

-

W

6

-

W

6

-

W

6

-

W

12-INCH GATE VALVE:

32' NORTHEAST OF R/W CORNER

24' EAST OF R/W FENCE

12-INCH CAP:

10' FROM GATE VALVE

6-INCHx6-INCH CONNECTION

WITH 6-INCH GATE VALVE:

19' NORTHEAST OF R/W CORNER

8' EAST OF R/W FENCE

D

A

I

R

Y

B

A

R

N

R

O

A

D

K

E

N

T

U

C

K

Y

H

I

G

H

W

A

Y

1

6

6

4

5+00

STA. 25+60

INSTALL 3-INCH BLOWOFF ASSEMBLY

WITH GATE VALVE

3

-

I

N

C

H

P

V

C

S

D

R

2

1

W

A

T

E

R

L

I

N

E

STA. 0+00




CONNECTION LOCATED

4' SOUTH OF BLACKTOP DRIVE AND

24' EAST OF KENTUCKY HIGHWAY 1664

10+00

15+00

20+00

25+00



RECORD DRAWINGS




HAMPTON AVENUE WATER LINE REPLACEMENT

14

K

E

N

T

U

C

K

Y

H

I

G

H

W

A

Y

1

5

7

7

T

A

N

Y

A

L

A

N

E

P

O

N

D

V

IE

W

D

R

IV

E

T

O

D

D

B

O

U

L

E

V

A

R

D

H

A

M

P

T

O

N

A

V

E

N

U

E

J

U

L

I

E

S

W

A

Y

N

E

A

L

S

D

R

I

V

E

M

I

M

O

S

A

D

R

I

V

E

M

A

P

L

E

S

T

R

E

E

T

INSTALL 3-WAY

FLUSH HYDRANT

6-INCH GATE VALVE

8' EAST OF HAMPTON AVE.

10' SOUTH OF TODD BLVD.

6-INCH PVC SDR 21

WATER LINE

6-INCH PVC SDR 21 WATER LINE

RECORD DRAWINGS


TO BE ABANDONED


3-INCH WATER LINE, INSTALL 3-INCH GATE VALVE.

CONNECTION LOCATED

28' NORTH OF EDGE OF PAVEMENT ON KY HWY 1577

5' EAST OF EDGE OF PAVEMENT ON HAMPTON COURT

CUT & CAP EXISITNG 6-INCH

WATER LINE. INSTALL 6-INCH

BLOWOFF ON EXISTING LINE.

5' NORTH OF TODD BLVD.

22' WEST OF CONCRETE DRIVEWAY

T

W

I

N

O

A

K

S

R

O

A

D

M

c

C

L

E

N

D

O

N

R

O

A

D

M

c

C

L

E

N

D

O

N

R

O

A

D

STA. 6+00


ASSEMBLY WITH GATE VALVE.

STA. 0+00

CONNECT NEW 3-INCH WATER LINE TO EXISTING 3-INCH WATER

LINE WITH 3-INCHx3-INCH TAPPING SLEEVE AND GATE VALVE.

13' SOUTH OF 24" BEECH TREE

21' WEST OF 24" CULVERT

15

RECORD DRAWINGS

600 LF OF 3-INCH PVC SDR 21 WATER LINE

INSTALLED IN ROADWAY

BACKFILLING

N.T.S

MINIMUM 12-INCH CRUSHED

STONE ABOVE SEWER LINE

GRAVELED AREAS

CRUSHED STONE OR

GRAVEL BACKFILL

BACKFILL TO BE

MECHANICALLY TAMPED

IN APPROXIMATELY

6" LAYERSHEAPED BACKFILL

NO TAMPING REQUIRED

NORMAL

CONDITIONS

DETECTION TAPE (TYP.)

12" DEEP - MAX)

BASE COURSE

FOR PAVING

CRUSHED STONE

BACKFILL

PAVED AREAS INCLUDING

PAVED DRIVEWAYS

STATE HIGHWAY ENCASED BORE CROSSING

N.T.S

PROPOSED X-INCH WATER LINE

X-INCH GATE VALVE

EXISTING X-INCH WATER LINE

CLASS B CONCRETE THRUST BLOCK

CONNECT PROPOSED WATER LINE TO EXISTING

WATER LINE WITH X-INCH IPS GENERAL, HIGH

VOLUME TAPPING SLEEVE OR EQUAL

WATER LINE CONNECTION

N.T.S

DENSE GRADE

EARTH

PAVEMENT

1

1

2

" MIN.

SURFACE

NO. 9 STONE OR

APPROVED EQUAL

WATER LINE

VARIES

VARIES

3' MIN 3' MIN

X

3' MIN

X

3' MIN

VARIES

DENSE GRADE

NO. 9 STONE OR

APPROVED EQUAL

WATER LINE

1

1

2

" MIN SURFACE BINDER

2" BINDER

BITUMINOUS SURFACE 2" +

PARTIAL PAVEMENT

REPLACEMENT

BITUMINOUS SURFACE

LESS THAN 2"

REPLACE BITUMINOUS PAVEMENT WITH

SAME TYPE AND DEPTH AS EXISTING PAVEMENT

ANY TRENCH THAT DISTURBS PAVEMENT SHALL BE

BACKFILLED WITH STONE

BITUIMOUS PAVEMENT REPLACEMENT

N.T.S

MD-1

WATER LINE EXTENSIONS & REPLACEMENTS



MISCELLANEOUS DRAWINGS

CARRIER PIPE POSITIONING IN CASING PIPE

N.T.S

DETECTABLE WIRE INSTALLATION

N.T.S

FINISHED GRADE

TOP OF PIPE

#12 INSULATED WIRE

NOTES:

1. PVC PIPE TO BE BACKFILLED 1 FOOT THEN PLACE

DETECTABLE WIRE DIRECTLY OVER PIPE.

2. WIRE TO BE EXPOSED AT ALL AIR RELEASE VALVE

& BLOWOFF ASSEMBLIES.

PLAN

ELEVATION

CENTERING BLOCK

CASING PIPE

CASING PIPE

POLYETHYLENE RUNNER

OR CENTERING BLOCK

CARRIER PIPE

CARRIER PIPE

NOTE:

DOUBLE SEALS ARE REQUIRED IN CASES

WHERE DIFFERENCE IN DIAMETER BETWEEN

CARRIER PIPE IS TOO LARGE. OTHER WISE

SEALING SHALL BE SINGLE SEAL.

NOTE:

NOT REQUIRED ON PE DIRECTIONAL DRILLS.

HDPE PIPE SPACER, CCI PIPELINE SYSTEMS,

MODEL CSP, 1058 O'NEAL DRIVE BREAUX

BRIDGE, LA 70517 OR APPROVED EQUAL.

R/W

ROADWAY

R/W

PUSH PIT

RECEIVING PIT

STEEL CASING PIPE BY

BORE AND JACK METHOD

CARRIER PIPE

STONE ENTIRE LENGTH OF

PUSH PIT (TYP. BOTH ENDS)

(AT NO ADDITIONAL COST)

NOTES:

PUSH PIT AND RECEIVING PIT TO BE BACKFILLED AND

THOROUGHLY COMPACTED.

ALL DITCH LINES TO BE LEFT OPEN.

SEED AND STRAW ALL AREAS DISTURBED BY THIS WORK.

CCI PIPELINE SYSTEMS MODEL ESC,

1058 O'NEAL DRIVE, BREAUX BRIDGE,

LA 70517 OR APPROVED EQUAL.

STANDARD PIPE

BEDDING MATERIAL

CLASS B CONCRETE

KDH SPEC 601

THIS PORTION OF

THRUST BLOCK TO BE

UNDISTURBED EARTH

2-

1

2

" ANCHOR RODS

VALVE

BASE SECTION

CENTER SECTION

TOP SECTION

(ADJUSTABLE)

CONCRETE COLLAR

4" x 2'-0" DIA.

NOTE: CONCRETE TO

BE CLASS B

KDH SPEC. 601

GRADE LINECAST IRON VALVE BOX

MARKED WATER

NOTE: SEE SPECIFICATION FOR PIPING

MATERIALS AND PIPING JOINTS

GATE VALVE DETAIL

N.T.S

MAIN LINE

TEE OR REDUCER MJ

W / RETAINER GLANDS (TYP.)

PVC AS SHOWN

ON PLANS

THRUST BLOCK SEE

STANDARD DRAWING

PROVIDE 1/4-INCH

WEEP HOLES TO

FACILITATE DRAINAGE

4 FOOT DIAMETER

CONCRETE PAD

VALVE BOX PAD SEE

TYP. VAVLE SETTING

STANDARD DRAWING

VALVE BOX W / COVER MARKED

"WATER" SEE TYP. VALVE SETTING

STANDARD DRAWING

SIZE OF BLOWOFF

SHOWN ON PLANS

GATE VALVE AS

SHOWN ON PLANS

NOTE: WHERE BLOWOFF ASSEMBLIES ARE REQUIRED AT THE

END OF A LINE NO TEE OR REDUCER IS REQUIRED.

AT THESE LOCATIONS VALVES AND PIPES ARE TO BE

THE SAME SIZE AS THE WATER MAIN.

BLOWOFF ASSEMBLY

N.T.S

GRADE LINE

CAST IRON VALVE BOX

MARKED WATER

CONCRETE COLLAR

2'x 2'x 4"

ANCHORING TEE

ANCHORING PIPE

OR COUPLING

ANCHOR ROD

GATE VALVE

ANCHORING

COUPLING

BLEED VALVE

MEGA - LUG (TYP.)

(2 EACH SIDE, 4 REQ'D)

MEGA - LUG INSTALLED

IN BOLT HEAD OF FITTING

GRAVEL

CLASS B CONCRETE

KBH SPEC. 601

3/4" ALL THREAD

ROD (TYP.)

(ONE EACH SIDE, 4 REQ'D.)

GRAVEL FILL

MIN. 3 CU. FT.

FOR DRAINAGE

NUT (TYP.) (8 REQ'D.)

BLOCK HYDRANT TO SOLID

GROUND WITH CLASS B

CONCRETE

NOTES: SEE SPECIFICATIONS FOR PIPING MATERIALS AND

BLEED VALVE NOT TO BE ENCASED IN CONCRETE

SEE VALVE BOX DETAIL

FLUSH HYDRANT ASSEMBLY

N.T.S

MD-2

WATER LINE EXTENSIONS & REPLACEMENTS



MISCELLANEOUS DRAWINGS

WHITE POST

C

A

U

T

I

O

N

W

A

T

E

R

P

I

P

E

L

I

N

E

CARSONITE UTILITY

MARKER STYLE NO.

375 OR EQUAL. TO

BE INSTALLED AT

ANY LOCATION PER

OWNER'S REQUEST

BLUE DECAL

WESTERN PULASKI CO.

WATER DISTRICT

WITH PH. NO. 606-679-1569

WE

ST

ER

N P

ULA

SK

I C

O.

WA

TE

R D

IS

TR

IC

T

WIT

H P

H. N

O. 606-679-1569

UNDISTURBED

TRENCH WALL

AUTOMATIC AIR RELEASE VALVE ASSEMBLY

N.T.S

LAY WATER LINE AT ADDITIONAL DEPTH

FOR INSTALLATION OF AIR RELEASE

VALVE. NO EXTRA PAYMENT ALLOWED

FOR EXTRA DEPTH TRENCH.

CRUSHED #9 STONE

MUELLER BRONZE SERVICE

SADDLE OR EQUAL

3

4

-INCH NIPPLE

3

4

-INCH AIR RELEASE VALVE

FORD CORPORATION STOP

5

8

"x

3

4

"

F1001-3-G OR EQUAL

FORD ANGLE BALL SERVICE VALVE

#BAII-333

3

4

" OR EQUAL

24-INCH I.D. CONCRETE METER BOX

CAST IRON METER BOX COVER, 20" LID

NOTES:

ALL FITTINGS SHALL BE COPPER OR BRONZE.

DO NOT LOCATE IN VEHICLE TRAFFIC AREA.

THE PRICE BID FOR THE AIR RELEASE VALVE ASSEMBLY SHALL

INCLUDE THE CORPORATION STOP, CURB STOP, AIR RELEASE

VALVE, METER BOX AND LID AND CONNECTION PIPING, COMPLETE.

MEGA LUG JOINT RESTRAINT

N.T.S

FRONT VIEWSIDE VIEW

NOTE:

WATER WORKING PRESSURE 250 PSI MIN.

SIZES 3" - 48'

PRODUCT OF EBAA IRON, INC. OR APPROVED EQUAL.

3

4

" POLYETHELYNE

SDR 9 CTS TUBING,

INCLUDING PLASTIC INSERTS


F1001-3-G (

5

8

"x

3

4

"),

OR APPROVED EQUAL

BRASS SERVICE SADDLE

P.V.C. WATER LINE

INSTALL 12 GA. INSULATED TRACER WIRE FROM

WATER MAIN TO THE METER BOX. WIRE

SHALL BE ROUTED INTO THE METER BOX

AND SHALL BE ACCESSIBLE FOR LOCATOR

CONNECTION.

*NOTE* IF THE WATER MAIN IS FURNISHED WITH

A TRACER WIRE, THE SERVICE LINE TRACER WIRE

SHALL BE CONNECTED TO THE WATER MAIN TRACER

WIRE AND A WATER TIGHT CONNECTION OF WIRES

SHALL BE MADE.*

#9 STONE

COPPER

SETTER

PIPE SLOT

END SERVICE LINE

BY CONTRACTOR

SINGLE CHECK VALVE

SADDLE NUT

18" METER BOX

WATER METER

CAST IRON

FRAME & COVER

INVERTED

KEY ANGLE

VALVE

#12 INSULATED WIRE

TYPICAL NEW SERVICE AND METER DETAIL

N.T.S

TYPICAL NEW SERVICE TANDEM METER

SETTING WITH PRESSURE REGULATOR DETAIL

N.T.S

PIPE BRACE EYE

3

4

" POLYETHELYNE

SDR 9 CTS TUBING,

INCLUDING PLASTIC INSERTS


F1001-3-G (

5

8

"x

3

4

"),

OR APPROVED EQUAL

BRASS SERVICE SADDLE

WATER MAIN

#9 STONE

COPPER SETTER

W/ SINGLE CHECK VALVE

PIPE SLOT

END SERVICE LINE

BY CONTRACTOR

SINGLE CHECK VALVE

SADDLE

NUT

WHITE POLY.

18" METER BOX

WATER METER

1 PIECE METER LID

INVERTED

KEY ANGLE

VALVE

#12 INSULATED WIRE

PIPE BRACE EYE1

1

2

" PVC CONDUIT

BRASS COUPLING

NOTE:

AREAS WHERE PRV NOT REQUIRED

DO NOT INSTALL PRV

NOTE:

UNIT PRICE FOR METER SERVICE

INCLUDES ALL COMPONENTS SHOWN.

PRESSURE REGULATOR

(BEHIND METER)

EC-1

EROSION CONTROL DETAILS

N.T.S.

STRAW BALE DROP INLET SEDIMENT FILTER

N.T.S.

STRAW BALE INSTALLATION PROCEDURES

N.T.S.

CHECK DAM DETAILS

N.T.S.

SILT FENCE CONSTRUCTION PROCEDURES

N.T.S.

PLACEMENT OF FILTER BARRIER

N.T.S.

PLACEMENT OF STRAW BALE BARRIER

N.T.S.

FLOW

B

PLAN

ELEVATION

POINT A SHOULD BE HIGHER THAN POINT B

A A

AA

FLOW

B

PLAN

ELEVATION

POINT A SHOULD BE HIGHER THAN POINT B

SPACING BETWEEN CHECK DAMS

ROCK CHECK DAMS

LOG CHECK DAMS

BA

2

:

1

COARSE AGGREGATE

6"

SECTION

6"

PLAN

L = THE DISTANCE SUCH THAT POINTS

A AND B ARE OF EQUAL ELEVATION

4" - 6" LOGS

FILTERED WATER

STAKED STRAW BALE

RUN OFF WATER

WITH SEDIMENT

COMPACTED SOIL TO

PREVENT PIPING

RUN OFF WATER

WITH SEDIMENT

COMPACTED SOIL TO

PREVENT PIPING

STAKED AND ENTRENCHED

STRAW BALE

BINDING WIRE

OR TWINE

FILTERED RUNOFF

STRAW BALES STAKED

WITH 2 STAKES PER BALE

DROP INLET

WITH GRATE

1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING TO POSTS

3. ATTACH THE FILTER FABRIC TO TEH WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH

BACKFILL

FILTER FABRIC

WIRE FENCE

POST

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