water system additions butler county …butlerwater.com...set # water system additions butler county...
TRANSCRIPT
SET #
WATER SYSTEM ADDITIONS
BUTLER COUNTY PROJECT 18
523 US Hwy 31-W Bypass / P.O. Box 10180
Bowling Green, KY 42102-4780
TEL 270.842.0052
FAX 270.842.8360
www.butlerwater.com
INDEX OF DRAWINGS
SHEET # DESCRIPTION
1 RUBY ROAD
STA. 0+00 TO STA. 33+20
2 G. SUTHERLAND ROAD
STA. 0+00 TO STA. 111+20
3 WHALEN CEMETERY ROAD
STA. 0+00 TO STA. 22+00
4 DOC HAMPTON ROAD
STA. 0+00 TO STA. 8+60
5 TARVIN EMBRY ROAD
STA. 0+00 TO STA. 49+20
WD WATER DETAIL SHEET
ECD EROSION CONTROL DETAILS
August 16, 2017
2
1
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2
4
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WATER LINE
HWY & RD CENTER LN & NAME
HWY 70
LEGEND
WATER LINE LOCATION
LINE I.D.
SCALE: 1" = 1 MILE
VICINITY MAP
BUTLER COUNTY PROJECT 18
BUTLER COUNTY WATER SYSTEM, INC.
AUGUST 16, 2017
Y:\AutoCAD_BS\ButlerCounty\Projects\IndividualProjects\402562\Project 18 Exhibit A 8-15-17.dwg
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AutoCAD SHX Text
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AutoCAD SHX Text
HAVENS
AutoCAD SHX Text
RD.
AutoCAD SHX Text
PRESS CLARK RD
AutoCAD SHX Text
FELTY-
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
RD.
AutoCAD SHX Text
F. HENDERSON
AutoCAD SHX Text
WHITE RD.
AutoCAD SHX Text
HAMPTON
AutoCAD SHX Text
L. JENKINS
AutoCAD SHX Text
RD.
AutoCAD SHX Text
PEA
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
SHEPHARD
AutoCAD SHX Text
C.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
CHILDERS
AutoCAD SHX Text
B.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
JETSON CUT
AutoCAD SHX Text
OFF RD.
AutoCAD SHX Text
NE
AutoCAD SHX Text
W
AutoCAD SHX Text
HOPE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
LEVI
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
RD.
AutoCAD SHX Text
BRATCHER
AutoCAD SHX Text
RD.
AutoCAD SHX Text
TIDDLER
AutoCAD SHX Text
CEM. RD.
AutoCAD SHX Text
COATES CEM.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
SNODGRASS
AutoCAD SHX Text
LONNIE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
TARVIN
AutoCAD SHX Text
EMBRY
AutoCAD SHX Text
RD.
AutoCAD SHX Text
FROG LEVEL
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
LUMBUSTOWN
AutoCAD SHX Text
SCH. RD.
AutoCAD SHX Text
BOSS
AutoCAD SHX Text
HOG
AutoCAD SHX Text
RD.
AutoCAD SHX Text
F.C.
AutoCAD SHX Text
ROCK RD.
AutoCAD SHX Text
DAVID
AutoCAD SHX Text
HAYNES
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
GROVE RD
AutoCAD SHX Text
OLD CEDAR
AutoCAD SHX Text
ELVIS
AutoCAD SHX Text
PHELPS RD.
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
TOWN
AutoCAD SHX Text
WHALIN
AutoCAD SHX Text
RD.
AutoCAD SHX Text
PEACH
AutoCAD SHX Text
RD.
AutoCAD SHX Text
CARSON
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
HOOD
AutoCAD SHX Text
RD.
AutoCAD SHX Text
CHA
AutoCAD SHX Text
ESTON
AutoCAD SHX Text
KITCHENS
AutoCAD SHX Text
RD.
AutoCAD SHX Text
F.
AutoCAD SHX Text
BASHAM
AutoCAD SHX Text
RD.
AutoCAD SHX Text
O.J.
AutoCAD SHX Text
SPR.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
COOK
AutoCAD SHX Text
CEM.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
GLOVER RD.
AutoCAD SHX Text
STEWART
AutoCAD SHX Text
LN.
AutoCAD SHX Text
MASON
AutoCAD SHX Text
CEM. RD.
AutoCAD SHX Text
OLD
AutoCAD SHX Text
DIMPLE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
CEM RD
AutoCAD SHX Text
TURNERTOWN
AutoCAD SHX Text
RD.
AutoCAD SHX Text
McKINNEY
AutoCAD SHX Text
RD.
AutoCAD SHX Text
NAN
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
WOMACK
AutoCAD SHX Text
CEM. RD.
AutoCAD SHX Text
GIVENS
AutoCAD SHX Text
RD.
AutoCAD SHX Text
J.
AutoCAD SHX Text
ALUM SPR.
AutoCAD SHX Text
SCH. RD.
AutoCAD SHX Text
STAPLES
AutoCAD SHX Text
MONTICELLO
AutoCAD SHX Text
CH RD
AutoCAD SHX Text
BROWN
AutoCAD SHX Text
RD.
AutoCAD SHX Text
WEBSTER
AutoCAD SHX Text
CEM. RD.
AutoCAD SHX Text
T. ANNIS
AutoCAD SHX Text
FERRY
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
LAKE
AutoCAD SHX Text
M.
AutoCAD SHX Text
DEWEESE RD.
AutoCAD SHX Text
ENOLA
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD N
AutoCAD SHX Text
WATKINS
AutoCAD SHX Text
RD.
AutoCAD SHX Text
A.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
GRAVELTOWN
AutoCAD SHX Text
OLD
AutoCAD SHX Text
TALLOW
AutoCAD SHX Text
DAUGHERTY
AutoCAD SHX Text
EMBRY
AutoCAD SHX Text
DRIVE
AutoCAD SHX Text
FLENER
AutoCAD SHX Text
WOLFPEN
AutoCAD SHX Text
HOLLOW
AutoCAD SHX Text
RD.
AutoCAD SHX Text
D.
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
BELMONT
AutoCAD SHX Text
CHURCH
AutoCAD SHX Text
RD.
AutoCAD SHX Text
OLD
AutoCAD SHX Text
US
AutoCAD SHX Text
DAN
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
RD.
AutoCAD SHX Text
2162
AutoCAD SHX Text
.
AutoCAD SHX Text
SH
AutoCAD SHX Text
RROLEY
AutoCAD SHX Text
L
AutoCAD SHX Text
N
AutoCAD SHX Text
.
AutoCAD SHX Text
LEE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
S.
AutoCAD SHX Text
DRAKE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
G.
AutoCAD SHX Text
PHELPS
AutoCAD SHX Text
FRAMES
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
HATCHER
AutoCAD SHX Text
RD.
AutoCAD SHX Text
LITTLE
AutoCAD SHX Text
RICHLAND
AutoCAD SHX Text
CR.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
M
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
.
AutoCAD SHX Text
R
AutoCAD SHX Text
D
AutoCAD SHX Text
.
AutoCAD SHX Text
JACK
AutoCAD SHX Text
ORANGE
AutoCAD SHX Text
RD.
AutoCAD SHX Text
CLAY KEITH
AutoCAD SHX Text
RD.
AutoCAD SHX Text
WOODBURY
AutoCAD SHX Text
FERRY RD.
AutoCAD SHX Text
OLD
AutoCAD SHX Text
BROOKLYN
AutoCAD SHX Text
SCH. RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
RD.
AutoCAD SHX Text
N
AutoCAD SHX Text
EW
AutoCAD SHX Text
MIDWAY
AutoCAD SHX Text
BAPTIST
AutoCAD SHX Text
BELTON
AutoCAD SHX Text
ENNIS
AutoCAD SHX Text
D
AutoCAD SHX Text
R
AutoCAD SHX Text
CO-RD.
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
RD
AutoCAD SHX Text
ABTYREE
AutoCAD SHX Text
RD
AutoCAD SHX Text
J. TOWN
AutoCAD SHX Text
LANE
AutoCAD SHX Text
V.
AutoCAD SHX Text
G
AutoCAD SHX Text
ROCHESTER
AutoCAD SHX Text
D
AutoCAD SHX Text
CHILDRESS
AutoCAD SHX Text
A. MERIDITH SOUTH RD.
AutoCAD SHX Text
CARDWELL
AutoCAD SHX Text
LITTLE
AutoCAD SHX Text
411
AutoCAD SHX Text
70
AutoCAD SHX Text
2270
AutoCAD SHX Text
70
AutoCAD SHX Text
2270
AutoCAD SHX Text
431
AutoCAD SHX Text
949
AutoCAD SHX Text
R L
AutoCAD SHX Text
PENROD
AutoCAD SHX Text
RD
AutoCAD SHX Text
MUD
AutoCAD SHX Text
RIVERMINE
AutoCAD SHX Text
RD
AutoCAD SHX Text
DAVENPORT
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
ROBINSON
AutoCAD SHX Text
CORUM
AutoCAD SHX Text
RD
AutoCAD SHX Text
CORUM
AutoCAD SHX Text
SPUR
AutoCAD SHX Text
CARTWRIGHT
AutoCAD SHX Text
RD
AutoCAD SHX Text
BECHANNAS RD.
AutoCAD SHX Text
GORDON
AutoCAD SHX Text
BRADLEY
AutoCAD SHX Text
RD
AutoCAD SHX Text
MUD
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
UNION
AutoCAD SHX Text
RD
AutoCAD SHX Text
LANGLEY
AutoCAD SHX Text
RD
AutoCAD SHX Text
UNION
AutoCAD SHX Text
CH RD
AutoCAD SHX Text
BOB
AutoCAD SHX Text
KING
AutoCAD SHX Text
RD
AutoCAD SHX Text
UNION
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
CR.
AutoCAD SHX Text
RD
AutoCAD SHX Text
BUNCH
AutoCAD SHX Text
RD
AutoCAD SHX Text
HORSESHOE
AutoCAD SHX Text
LOOP
AutoCAD SHX Text
WHITNEY
AutoCAD SHX Text
LN
AutoCAD SHX Text
MYERS
AutoCAD SHX Text
431
AutoCAD SHX Text
RIVERSIDE
AutoCAD SHX Text
CHURCH
AutoCAD SHX Text
RD.
AutoCAD SHX Text
WHERRY
AutoCAD SHX Text
RD
AutoCAD SHX Text
WOOTEN
AutoCAD SHX Text
LN
AutoCAD SHX Text
TOM HALL
AutoCAD SHX Text
RD
AutoCAD SHX Text
HARRS RD
AutoCAD SHX Text
DOUGLAS
AutoCAD SHX Text
RD
AutoCAD SHX Text
MORPHEW
AutoCAD SHX Text
LN
AutoCAD SHX Text
BRADLEY
AutoCAD SHX Text
LANDING LN.
AutoCAD SHX Text
FORGY
AutoCAD SHX Text
MILL
AutoCAD SHX Text
RD
AutoCAD SHX Text
JOCKEY
AutoCAD SHX Text
CR LN
AutoCAD SHX Text
SHELBY RD.
AutoCAD SHX Text
HUNT RD
AutoCAD SHX Text
W. A.
AutoCAD SHX Text
MOHON
AutoCAD SHX Text
LN
AutoCAD SHX Text
GASTON RD
AutoCAD SHX Text
FOREST
AutoCAD SHX Text
OAK
AutoCAD SHX Text
CH RD
AutoCAD SHX Text
ROCKPORT
AutoCAD SHX Text
SPUR RD
AutoCAD SHX Text
PARADISE
AutoCAD SHX Text
HAUL RD
AutoCAD SHX Text
2694
AutoCAD SHX Text
62
AutoCAD SHX Text
1379
AutoCAD SHX Text
1379
AutoCAD SHX Text
SEGERS
AutoCAD SHX Text
RD
AutoCAD SHX Text
PREACHER
AutoCAD SHX Text
KING
AutoCAD SHX Text
RD
AutoCAD SHX Text
HAZEL
AutoCAD SHX Text
CR RD
AutoCAD SHX Text
BELCHER
AutoCAD SHX Text
RD
AutoCAD SHX Text
MASON
AutoCAD SHX Text
POYNER
AutoCAD SHX Text
RD
AutoCAD SHX Text
CHAPEL
AutoCAD SHX Text
BEECH CR
AutoCAD SHX Text
BROWDER RD.
AutoCAD SHX Text
176
AutoCAD SHX Text
C.
AutoCAD SHX Text
KING
AutoCAD SHX Text
RD.
AutoCAD SHX Text
WOOLDRIDGE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
FORGY
AutoCAD SHX Text
MILL
AutoCAD SHX Text
BURNS
AutoCAD SHX Text
CEM. RD.
AutoCAD SHX Text
JACKSON
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
CREEK
AutoCAD SHX Text
E.
AutoCAD SHX Text
VALLEY RD.
AutoCAD SHX Text
HIDDEN
AutoCAD SHX Text
G.
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
RD.
AutoCAD SHX Text
NW
AutoCAD SHX Text
CEM RD
AutoCAD SHX Text
GITHENS
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
PANTHER
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
A
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
P
AutoCAD SHX Text
M
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
P
AutoCAD SHX Text
1153
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
M
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
P
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
C
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
8"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
P
AutoCAD SHX Text
M
AutoCAD SHX Text
P
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
1187
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
3"
AutoCAD SHX Text
M
AutoCAD SHX Text
P
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8L13A
AutoCAD SHX Text
P
AutoCAD SHX Text
RD.
AutoCAD SHX Text
HUDSON
AutoCAD SHX Text
BOYS CAMP
AutoCAD SHX Text
CH.
AutoCAD SHX Text
ROCHESTER
AutoCAD SHX Text
Provo
AutoCAD SHX Text
Mining
AutoCAD SHX Text
City
AutoCAD SHX Text
Skillville
AutoCAD SHX Text
Knightsburg
AutoCAD SHX Text
Davenport
AutoCAD SHX Text
Landing
AutoCAD SHX Text
McPhersons
AutoCAD SHX Text
Huntsville
AutoCAD SHX Text
City
AutoCAD SHX Text
Silver
AutoCAD SHX Text
Hope
AutoCAD SHX Text
Hill
AutoCAD SHX Text
Pleasant
AutoCAD SHX Text
Hill
AutoCAD SHX Text
South
AutoCAD SHX Text
Harreldsville
AutoCAD SHX Text
Crossroads
AutoCAD SHX Text
Harper
AutoCAD SHX Text
Quality
AutoCAD SHX Text
Boston
AutoCAD SHX Text
Union
AutoCAD SHX Text
Dunbar
AutoCAD SHX Text
Davenport
AutoCAD SHX Text
Leetown
AutoCAD SHX Text
Sunnylane
AutoCAD SHX Text
Davis
AutoCAD SHX Text
Crossroads
AutoCAD SHX Text
Turnertown
AutoCAD SHX Text
Factory
AutoCAD SHX Text
Flat
AutoCAD SHX Text
Rock
AutoCAD SHX Text
Githens
AutoCAD SHX Text
Store
AutoCAD SHX Text
Dimple
AutoCAD SHX Text
Sharer
AutoCAD SHX Text
Needmore
AutoCAD SHX Text
Sugar
AutoCAD SHX Text
Grove
AutoCAD SHX Text
WOODBURY
AutoCAD SHX Text
Aberdeen
AutoCAD SHX Text
Bend
AutoCAD SHX Text
Little
AutoCAD SHX Text
Logansport
AutoCAD SHX Text
Borah
AutoCAD SHX Text
Eden
AutoCAD SHX Text
Gilstrap
AutoCAD SHX Text
Dexterville
AutoCAD SHX Text
Welcome
AutoCAD SHX Text
Banock
AutoCAD SHX Text
Flener
AutoCAD SHX Text
Casey
AutoCAD SHX Text
Monford
AutoCAD SHX Text
Huldeville
AutoCAD SHX Text
Brooklyn
AutoCAD SHX Text
Embry
AutoCAD SHX Text
Neafus
AutoCAD SHX Text
Elfie
AutoCAD SHX Text
Welchs
AutoCAD SHX Text
Creek
AutoCAD SHX Text
Tilford
AutoCAD SHX Text
Grancer
AutoCAD SHX Text
Lee
AutoCAD SHX Text
Decker
AutoCAD SHX Text
LOVE
AutoCAD SHX Text
Standard
AutoCAD SHX Text
Whittinghill
AutoCAD SHX Text
Vineyard
AutoCAD SHX Text
Jetson
AutoCAD SHX Text
Store
AutoCAD SHX Text
Martins
AutoCAD SHX Text
Horsemill
AutoCAD SHX Text
Region
AutoCAD SHX Text
Roundhill
AutoCAD SHX Text
Threlkel
AutoCAD SHX Text
Tevis
AutoCAD SHX Text
Millshed
AutoCAD SHX Text
Mayapple
AutoCAD SHX Text
Martindale
AutoCAD SHX Text
Naker
AutoCAD SHX Text
Reedyville
AutoCAD SHX Text
DRAKESBORO
AutoCAD SHX Text
Penrod
AutoCAD SHX Text
Gus
AutoCAD SHX Text
Union
AutoCAD SHX Text
Ridge
AutoCAD SHX Text
Twin
AutoCAD SHX Text
Tunnels
AutoCAD SHX Text
Belton
AutoCAD SHX Text
Beechmont
AutoCAD SHX Text
Welborn
AutoCAD SHX Text
Dunmor
AutoCAD SHX Text
Browder
AutoCAD SHX Text
Paradise
AutoCAD SHX Text
DuPont
AutoCAD SHX Text
Martwick
AutoCAD SHX Text
Nelson
AutoCAD SHX Text
CH.
AutoCAD SHX Text
SHILOH
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
8"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
1.5"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
P
AutoCAD SHX Text
P
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
DETAIL-A
AutoCAD SHX Text
Aberdeen
AutoCAD SHX Text
OLD
AutoCAD SHX Text
US
AutoCAD SHX Text
231
AutoCAD SHX Text
1328
AutoCAD SHX Text
231
AutoCAD SHX Text
Aberdeen-
AutoCAD SHX Text
Monford
AutoCAD SHX Text
Rd
AutoCAD SHX Text
70
AutoCAD SHX Text
1" = 1/4 MILE
AutoCAD SHX Text
8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
M
AutoCAD SHX Text
8"
AutoCAD SHX Text
P
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
DETAIL-B
AutoCAD SHX Text
1" = 1/4 MILE
AutoCAD SHX Text
ROCHESTER
AutoCAD SHX Text
PROVO RD.
AutoCAD SHX Text
COLLEGE ST
AutoCAD SHX Text
CREAMERY ST
AutoCAD SHX Text
FERRY ST
AutoCAD SHX Text
RUSELLVILLE
AutoCAD SHX Text
ST
AutoCAD SHX Text
HWY 70
AutoCAD SHX Text
MAIN ST.
AutoCAD SHX Text
P
AutoCAD SHX Text
4"
AutoCAD SHX Text
RL
AutoCAD SHX Text
SPR
AutoCAD SHX Text
INGS
AutoCAD SHX Text
RD
AutoCAD SHX Text
OLD
AutoCAD SHX Text
TAYL
AutoCAD SHX Text
ORS
AutoCAD SHX Text
M
AutoCAD SHX Text
BUTLER CO.
AutoCAD SHX Text
MUHLENBURG CO.
AutoCAD SHX Text
M
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
Ennis
AutoCAD SHX Text
DETAIL-B
AutoCAD SHX Text
DETAIL-A
AutoCAD SHX Text
C O U N T Y
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
P
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6"
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6"
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4"
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6"
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4"
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RD.
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T. LAWRENCE RD.
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8"
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C
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M
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M
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8"
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8"
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M
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4"
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3"
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4"
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4"
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4"
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4"
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4"
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8"
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4"
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4"
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4"
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6"
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6"
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2"
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2"
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M
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M
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M
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M
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2161
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MORGANTOWN
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SH
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W23
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W24
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W23
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L9
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L8
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W24
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S47
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R1
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L8
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PROJECT #:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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OF
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REVISIONS:
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8/16/17
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402562
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1
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RJL
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TKM
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TKM
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1"=100'
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5
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DATE:
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LEGEND
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WATER METER
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REDUCER
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GATE VALVE
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FIRE HYDRANT
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TELEPHONE BOX
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POWERPOLE
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R RESIDENCE
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U.G. UNDERGROUND
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S SHED
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TR TRAILER
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A.R. ABANDONED RESIDENCE
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B BARN
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C CELLAR
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CH CHURCH
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G GARAGE
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G.P. GAS PUMPS
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S.S. SERVICE STATION
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ST STORE
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FENCE
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GUARD RAIL
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X
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UTILITY NOTE UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON, BUT NOT VISIBLE FROM THE SURFACE. CONTRACTOR SHALL CONFIRM THE ACTUAL LOCATIONS OF ALL OTHER EXISTING UTILITIES PRIOR TO INSTALLATION OF THE PIPELINE IN ORDER TO ENSURE ALL UTILITY CONFLICTS CAN BE AVOIDED OR MINIMIZED.
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RUBY ROAD
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STA. 33+20 INSTALL 4" BLOWOFF END LINE S47 SEE NOTE 3
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HIGHWAY 106 (HUNTSVILLE-QUALITY ROAD)
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HIGHWAY 1153
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J ARNOLD ROAD
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RUBY ROAD
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EXISTING 6" WATER LINE
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EXISTING 4" WATER LINE
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EXISTING 6" WATER LINE
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RES.
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RES.
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RES.
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RES.
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RES.
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S
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S
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BARN
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BARN
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BARN
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S
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INSTALL 2 4" 45° BENDS
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PROPOSED 4" CLASS 250 PVC WATER LINE
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PROPOSED 4" CLASS 200 PVC WATER LINE
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INSTALL 6"x 4" TAPPING SLEEVE &VALVE ON PVC. BEGIN LINE S47
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INSTALL 2 4" 45° BENDS
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INSTALL 4 4" 45° BENDS
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INSTALL 4" 45° BEND
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NOTE: STA. 0+00 TO STA. 13+00 CLASS 200 PVC WATER LINE STA. 13+00 TO STA. 33+20 CLASS 250 PVC WATER LINE ALL METERS SHALL INCLUDE PRESSURE REGULATORS STA.0+00 TO STA. 33+20
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0+00
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5+00
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10+00
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15+00
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20+00
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25+00
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30+00
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P/L
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P/L
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P/L
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P/L
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McPHERSON & McPHERSON
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WILLIAM & JAMIE RHEA
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WILLIAM & JAMIE RHEA
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KIRBY & KIRBY
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CHARLA DEAN KIRBY
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ARNOLD ARA RENEA
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NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR. (3) CONTRACTOR AND INSPECTOR CONTRACTOR AND INSPECTOR SHALL COORDINATE WITH THE OWNER FOR LOCATION OF BLOWOFF AND WATER METER.
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M
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M
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CLASS 250
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CLASS 200
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WATER LINE SHALL BE INSTALLED WITHIN 15' CENTERLINE OF ROAD
Image courtesy of USGS © 2017 Microsoft Corporation © 2017 HERE © AND
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LEGEND
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WATER METER
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REDUCER
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GATE VALVE
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FIRE HYDRANT
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TELEPHONE BOX
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POWERPOLE
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R RESIDENCE
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U.G. UNDERGROUND
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S SHED
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TR TRAILER
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A.R. ABANDONED RESIDENCE
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B BARN
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C CELLAR
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CH CHURCH
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G GARAGE
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G.P. GAS PUMPS
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S.S. SERVICE STATION
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ST STORE
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FENCE
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GUARD RAIL
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X
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UTILITY NOTE UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON, BUT NOT VISIBLE FROM THE SURFACE. CONTRACTOR SHALL CONFIRM THE ACTUAL LOCATIONS OF ALL OTHER EXISTING UTILITIES PRIOR TO INSTALLATION OF THE PIPELINE IN ORDER TO ENSURE ALL UTILITY CONFLICTS CAN BE AVOIDED OR MINIMIZED.
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PROJECT #:
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DESIGNED:
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DRAWN:
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DATE:
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OF
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8/16/17
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402562
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2
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RJL
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TKM
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TKM
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1"=200'
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5
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DATE:
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NOTE: STA. 0+00 TO STA. 53+00 CLASS 200 PVC WATER LINE (1)AFTER TESTING AND SAMPLIND IS COMPLETE CONTRACTOR SHALL RELOCATE OR RECONNECT EXIST. WATER METERS. (2)AFTER TESTING AND SAMPLIND IS COMPLETE CONTRACTOR SHALL PLUG EXISTING 2" TEE (3) AFTER COMPLETION OF LINE AFTER COMPLETION OF LINE CONTRACTOR SHALL REMOVE ALL ABOVE GROUND FACILITIES AND BACKFILL W/ DIRT.
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0+00
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25+00
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30+00
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35+00
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40+00
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45+00
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50+00
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MATCHLINE STA. 53+00
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SEE THIS SHEET
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MATCHLINE STA. 53+00
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SEE THIS SHEET
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55+00
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60+00
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65+00
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70+00
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75+00
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80+00
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85+00
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90+00
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95+00
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100+00
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105+00
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110+00
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INSTALL 2" AUTO FLUSHING STATION
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CREEK CROSSING SEE DETAIL SHEET
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INSTALL 4" BENDS AS DIRECTED
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INSTALL 2- 4" 45° BENDS& 4" GATE VALVE4" GATE VALVE
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INSTALL 40 L.F. 8" STL. CASING BY OPEN CUT W/ 4" PVC CARRIER . 2-4" 90° BENDS.
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PROPOSED 4" CLASS 200 PVC WATER LINE
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INSTALL 4" BENDS AS DIRECTED
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PROPOSED 4" CLASS 200 PVC WATER LINE
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INSTALL 4" 45° BENDS
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INSTALL 4" GATE VALVE
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CREEK CROSSING SEE DETAIL SHEET
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PROPOSED 4" CLASS 200 PVC WATER LINE
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STA. O+00 INSTALL 6"x 4" TAPPING SLEEVE & VALVE ON PVC. BEGIN LINE R-1
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INSTALL 50 L.F. 8" STL. CASING BY BORE WITH 4" PVC CARRIER.
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CUT-IN 3" TEE INSTALL 3" GATE VALVE, 3" 90°BEND AND 4"x 3" TEE.
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RECONNECT EXIST. "x " 58"x " 34" METER ON NEW 4" PVC WATER LINE
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RELOCATE EXIST. "x " 58"x " 34" WATER METER ON NEW 4" PVC WATER LINE
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RECONNECT EXIST. "x " 58"x " 34" METER ON NEW 4" PVC WATER LINE
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INSTALL 4" SIDE OUTLET BLOWOFF
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MICHAEL & JANA HAMMERS
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CARSON HAMMERS
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CLUSTER RAY
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CHARLES RUTHERFORD JR.
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BOBBY GENE McGUYER
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BRIAN & ASHLEY VINCENT
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DON & BARBARA SULLIVAN
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SOUTHERLAND JR.
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DON & BARBARA SULLIVAN
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BOBBY, LANDON &
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RENEE McGUYER
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JOSEPH R. WILLIAMS
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DAVID
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MAXFIELD
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DAVID
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MAXFIELD
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JOSEPH R. WILLIAMS
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BOBBY, LANDON &
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RENEE McGUYER
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JOSEPH R. WILLIAMS
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JOSEPH R. WILLIAMS
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VINCENT, VINCENT, VINCENT, VINCENT
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RAYMOND & BARB SOUTHERLAND
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CLUSTER RAY SOUTHERLAND JR.
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RAYMOND & BARB
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RAYMOND & BARB
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SOUTHERLAND
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SOUTHERLAND
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NOTE: STA. 53+00 TO STA. 111+40 CLASS 200 PVC WATER LINE ALL METERS SHALL INCLUDE PRESSURE REGULATORS STA. 80+00 TO STA. 100+00
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EXISTING 3" WATER LINE
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EXISTING 6" PVC WATER LINE
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EXISTING 2" WATER LINE
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EXISTING 2" WATER LINE
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G SOUTHERLAND ROAD
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G SOUTHERLAND ROAD
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G SOUTHERLAND ROAD
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G SOUTHERLAND ROAD
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PROVO ROAD
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R SOUTHERLAND ROAD
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RES.
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RES.
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RES.
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RES.
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RES.
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RES.
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RES.
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SILO
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BARN
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RES.
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S
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G
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RES.
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RES.
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AR
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BARN
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STA. 111+40 INSTALL 4" BLOWOFF END LINE R-1
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SILT FENCE
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SILT FENCE
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NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR.
AutoCAD SHX Text
NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR. (3) WATER LINE SHALL BE WATER LINE SHALL BE INSTALLED 15' FROM CENTER LINE OF ROAD.
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M
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INSTALL 4" GATE VALVE
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M
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M
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M
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CREEK CROSSING SEE DETAIL SHEET
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BUCKRIDGE DRIVE
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LOCATION OF WATERLINE SHALL BE INSTALLED TO MINIMIZE DAMAGE TO TREES.
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SEE NOTE 3
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PROJECT #:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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OF
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SHEET:
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NO.:
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REVISIONS:
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8/16/17
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402562
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3
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RJL
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TKM
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TKM
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1"=100'
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5
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DATE:
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LEGEND
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WATER METER
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REDUCER
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GATE VALVE
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FIRE HYDRANT
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TELEPHONE BOX
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POWERPOLE
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R RESIDENCE
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U.G. UNDERGROUND
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S SHED
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TR TRAILER
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A.R. ABANDONED RESIDENCE
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B BARN
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C CELLAR
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CH CHURCH
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G GARAGE
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G.P. GAS PUMPS
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S.S. SERVICE STATION
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ST STORE
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FENCE
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GUARD RAIL
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X
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UTILITY NOTE UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON, BUT NOT VISIBLE FROM THE SURFACE. CONTRACTOR SHALL CONFIRM THE ACTUAL LOCATIONS OF ALL OTHER EXISTING UTILITIES PRIOR TO INSTALLATION OF THE PIPELINE IN ORDER TO ENSURE ALL UTILITY CONFLICTS CAN BE AVOIDED OR MINIMIZED.
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EXISTING 4" WATER LINE
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PROPOSED 4" CLASS 200 PVC WATER LINE
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STA. 0+OO INSTALL 4"x4" TAPPING SLEEVE & VALVE ON PVC. 36 L.F. 8" STL CASING BY BORE W/ 4" PVC CARRIER & 4" 45° BEND. BEGIN LINE L9
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TONIA JOHNSON
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SHANNON STAMPLER ESTATE
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ALLEN & CATHLEEN MCKEE
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JOHNNY R CHILDERS
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GARY & DIANE
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MCKEE
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JOHNNY R CHILDERS
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GARY & DIANE
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MCKEE
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GARY & DIANE
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MCKEE
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GARY & DIANE
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MCKEE
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CREEK CROSSING SEE DETAIL SHEET SEE NOTE 3
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INSTALL 4" 90° BEND
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STA. 22+00 INSTALL 4" BLOWOFF. END LINE L9 SEE NOTE 5
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NOTE: STA. 0+00 TO STA. 22+00 CLASS 200 PVC WATER LINE ALL METERS SHALL INCLUDE PRESSURE REGULATORS STA. 0+00 TO STA. 22+00
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WHALEN CEMETERY ROAD
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BARN
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RES.
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RES.
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RES.
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RES.
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RES.
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RES.
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BARN
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RES.
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B
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BARN
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BARN
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RES.
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HORSESHOE BEND ROAD
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P/L
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P/L
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P/L
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P/L
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P/L
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P/L
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P/L
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0+00
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5+00
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10+00
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15+00
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20+00
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SILT FENCE
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NOTE: (1)WATER LINE SHALL BE INSTALLED 10' FROM FENCE LINE. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR. (3) WATER LINE SHALL BE WATER LINE SHALL BE INSTALLED IN CLEARED AREA AT THE CREEK. (4) CONTRACTOR SHALL REMOVE CONTRACTOR SHALL REMOVE TREES FOR INSTALLATION OF WATER LINE. (5) INSTALL BLOWOFF SO IT WILL INSTALL BLOWOFF SO IT WILL DRAIN INTO DITCHLINE.
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M
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SEE NOTE 4
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PROJECT #:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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OF
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SHEET:
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NO.:
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REVISIONS:
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8/16/17
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402562
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4
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RJL
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TKM
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TKM
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1"=100'
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5
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DATE:
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STA. 0+OO INSTALL 4"x4" TAPPING SLEEVE & VALVE ON PVC. BEGIN LINE L8
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NOTE: STA. 0+00 TO STA. 8+60 CLASS 200 PVC WATER LINE ALL METERS SHALL INCLUDE PRESSURE REGULATORS STA. 0+00 TO STA. 8+60
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5+00
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INSTALL 36 L.F 8" STL. CASING BY OPEN CUT W/ 4" PVC CARRIER & 2-4" 90° BEND
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PROPOSED 4" CLASS 200 PVC WATER LINE
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STA. 8+6O INSTALL 4" BLOWOFF. END LINE L8
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ANNIS GAINES & ANNIS
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RES.
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0+00
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P/L
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P/L
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P/L
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P/L
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BARN
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B
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RES.
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SHED
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BARN
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BARN
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RES.
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RES.
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S
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RES.
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BARN
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BARN
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SHED
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WILLIAM GREGORY EVANS
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GARRETT & MONICA
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RICE & RICE
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BEN & JR ANNIS
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PAUL F ANNIS
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HAMPTON
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LEGEND
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WATER METER
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REDUCER
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GATE VALVE
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FIRE HYDRANT
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TELEPHONE BOX
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POWERPOLE
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R RESIDENCE
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U.G. UNDERGROUND
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S SHED
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TR TRAILER
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A.R. ABANDONED RESIDENCE
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B BARN
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C CELLAR
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CH CHURCH
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G GARAGE
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G.P. GAS PUMPS
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S.S. SERVICE STATION
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ST STORE
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FENCE
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GUARD RAIL
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X
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UTILITY NOTE UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON, BUT NOT VISIBLE FROM THE SURFACE. CONTRACTOR SHALL CONFIRM THE ACTUAL LOCATIONS OF ALL OTHER EXISTING UTILITIES PRIOR TO INSTALLATION OF THE PIPELINE IN ORDER TO ENSURE ALL UTILITY CONFLICTS CAN BE AVOIDED OR MINIMIZED.
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EXISTING 4" WATER LINE
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HIGHWAY 403 (LOGANSPORT ROAD)
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EXISTING 4" WATER LINE
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EXISTING 6" WATER LINE
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T ANNIS FERRY ROAD
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DOC HAMPTON ROAD
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NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR.
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INSTALL 2- 4" 90° BENDS
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PROJECT #:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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OF
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SHEET:
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NO.:
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REVISIONS:
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8/16/17
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402562
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5
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RJL
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TKM
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TKM
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1"=100'
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5
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DATE:
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BRUCE L JUSTICE
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0+00
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5+00
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10+00
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15+00
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20+00
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25+00
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MATCHLINE STA. 27+00
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SEE THIS SHEET
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MATCHLINE STA. 27+00
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SEE THIS SHEET
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30+00
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35+00
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40+00
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45+00
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STA. 0+OO INSTALL 6"x4" TAPPING SLEEVE & VALVE ON PVC. BEGIN LINE W23
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PROPOSED 4" CLASS 200 PVC WATER LINE
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EXISTING 6" WATER LINE
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BROOKLYN CHAPEL ROAD
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RES.
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RES.
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G
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B
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RES.
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RES.
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BARN
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LEGEND
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WATER METER
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REDUCER
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GATE VALVE
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FIRE HYDRANT
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TELEPHONE BOX
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POWERPOLE
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R RESIDENCE
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U.G. UNDERGROUND
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S SHED
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TR TRAILER
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A.R. ABANDONED RESIDENCE
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B BARN
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C CELLAR
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CH CHURCH
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G GARAGE
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G.P. GAS PUMPS
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S.S. SERVICE STATION
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ST STORE
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FENCE
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GUARD RAIL
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X
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UTILITY NOTE UTILITIES SHOWN HEREON WERE LOCATED FROM ACTUAL FIELD EVIDENCE, EXISTING UTILITY AGENCIES RECORDS AND ANY OTHER AVAILABLE EVIDENCE. OTHER UTILITIES MAY EXIST AND NOT BE SHOWN OR VARY FROM WHERE SHOWN. NO GUARANTEE IS EXPRESSED OR IMPLIED AS TO THE ACTUAL LOCATION OF UTILITIES SHOWN HEREON, BUT NOT VISIBLE FROM THE SURFACE. CONTRACTOR SHALL CONFIRM THE ACTUAL LOCATIONS OF ALL OTHER EXISTING UTILITIES PRIOR TO INSTALLATION OF THE PIPELINE IN ORDER TO ENSURE ALL UTILITY CONFLICTS CAN BE AVOIDED OR MINIMIZED.
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INSTALL 4- 4" 45° BENDS
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INSTALL 2- 4" 45° BENDS
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INSTALL 4" GATE VALVE
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PROPOSED 4" CLASS 200 PVC WATER LINE
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STA. 49+20 INSTALL 4" BLOWOFF. END LINE W24
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INSTALL 3- 4" 45° BENDS
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INSTALL 2- 4" 45° BENDS
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TARVIN EMBRY ROAD
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TARVIN EMBRY ROAD
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P/L
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P/L
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P/L
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P/L
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P/L
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LORETTA JOHNSON
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BRUCE LANE JUSTICE
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ARTHUR JUSTICE
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ARTHUR JUSTICE
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TODD & JANE WENDT
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TODD & JANE WENDT
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ARTHUR JUSTICE
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TODD & JANE WENDT
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MILNER SAWMILL INC.
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SOUTHERN CONSERVATION CORP.
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BRADY,DEEL
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BROOKS & SMITHCOPY
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P/L
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P/L
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P/L
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NOTE: STA. 0+00 TO STA. 27+00 CLASS 200 PVC WATER LINE ALL METERS SHALL INCLUDE PRESSURE REGULATORS STA. 0+00 TO STA. 27+00
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NOTE: STA. 27+00 TO STA. 49+20 CLASS 200 PVC WATER LINE
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INSTALL 2" AUTO FLUSHING STATION
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NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR.
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M
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NOTE: (1)WATER LINE SHALL BE INSTALLED 25' FROM CENTER LINE OF ROAD. (2)METER LOCATIONS SHALL BE STAKED BY THE INSPECTOR.
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WATER LINE TO BE INSTALLED IN COUNTY RIGHT-OF-WAY
≤
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DESIGNED:
DRAWN:
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DATE:
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WATER LINE
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RUN BRASS NIPPLE OUTSIDE BOX
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NOTE #1
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METER BOX
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(SEE SPECS)
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METER
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FINISHED GRADE
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NOTES: 1.) METER BOX DIA. FOR " SERVICE SHALL METER BOX DIA. FOR " SERVICE SHALL 34" SERVICE SHALL BE 15" OR 18" FOR LOCATIONS WITH & WITHOUT REGULATORS RESPECTIVELY. ALL 1" SERVICES SHALL USE 20" DIA. BOX. 2.) WHERE A REGULATOR IS REQUIRED IT WHERE A REGULATOR IS REQUIRED IT SHALL BE WILKINS 34-600DM-HR. FOR " 34" SERVICE, REGULATOR SHALL BE INSTALLED IN MUELLER H-1404-012 TANDEM YOKE. FOR 1" SERVICE, REGULATOR SHALL BE INSTALLED DOWNSTREAM FROM H-1404-2 H-1404-2 YOKE OUTSIDE BOX ON 1"x6" BRASS NIPPLE.
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CAST IRON METER BOX COVER. FORD METER BOX CO. TYPE A31, A32 OR A3 (AS REQ'D.)
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34" OR 1" PLASTIC (AS SPECIFIED)
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COMBINATION TAILPIECE WITH INSIDE I.P. THREADS (MUELLER H-14222)
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COMPRESSION FITTING FOR PLASTIC SERVICE (MUELLER H-14227)
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CORPORATION COCK (MUELLER H-15008) AND MUELLER SERIES H-134 SERVICE CLAMP
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YOKE, MUELLER H-1404-2 w/7" RISER, ALSO SEE NOTE #2
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TYPICAL METER SETTING FOR " & 1" 34" & 1" SERVICES
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2"-6" MIN.
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BLOCKING
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TYPICAL CONC.
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C.I. TEE
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FIRE HYDRANT-PAINTED AFTER INSTALLATION (SEE SPECS)
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CAST IRON VALVE BOX
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FINISHED GRADE
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CONCRETE PAD
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NOTE: 1.) FOR THE PURPOSE OF PAYMENT, FIRE HYDRANTS SHALL FOR THE PURPOSE OF PAYMENT, FIRE HYDRANTS SHALL CONSIST OF THE FIRE HYDRANT PROPER, THE 6" VALVE & VALVE BOX, AND OTHER APPURTENANCES SHOWN. THE 6" PIPE WILL BE PAID FOR AT THE CONTRACT UNIT PRICE.
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6" GATE VALVE (SEE DETAIL) ROD VALVE TO TEE
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18" MINIMUM LAYING LENGTH
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TYPICAL CONCRETE BLOCKING, LEAVE WEEPHOLE CLEAR
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3.0 CU. FT. CRUSHED STONE
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TYPICAL FIRE HYDRANT SETTING
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6"
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NOMINAL DIA. PIPE PIPEPIPE
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#9-M STONE
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9"
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9"
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COMPACTED SELECTED EARTH
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P.V.C. PIPE
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ROCK
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PIPE DIA.
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6"
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2'-6" MIN. DEPTH
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STANDARD BEDDING TO C/L OF PIPE FOR ALL EXCAVATION CONDITIONS WITH PIPE LARGER THAN 12"
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TYPICAL STONE ENVELOPE FOR LARGE PIPE OR ROCK EXCAVATION (MAY PAY QUANTITIES IN ROCK)
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CAST IRON VALVE BOX
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CONCRETE KICKER
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PLACED AT ALL VALVES
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CONCRETE PAD TO BE
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ALL AROUND
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2-#4 BARS
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WATER LINE
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FINISHED GRADE
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1-1/2"
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1/2" CLEAR
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2'-0" sq. or rd
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W
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A
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T
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E
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R
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A
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L
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V
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E
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V
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CONCRETE PAD
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18" MINIMUM LAYING LENGTH
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REPNET VALVE MARKERS. STICKER NO. SD-5386R BLUE POSTS w/WARNING SIGNS
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TYPICAL LINE VALVE SETTING
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SEE THIS SHEET
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CONCRETE ANCHOR
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WATER LINE
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NOTE: 1.) THE LUMP SUM PRICE SHALL INCLUDE THE GATE VALVE, VALVE THE LUMP SUM PRICE SHALL INCLUDE THE GATE VALVE, VALVE BOX, METER BOX, BEND, CRUSHED STONE & INSTALLATION. THE PIPE WILL BE PAID FOR AT THE CONTRACT PRICE.
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CAST IRON METER BOX COVER. FORD METER BOX CO. TYPE A31.
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STANDARD DETAIL END OF LINE BLOW-OFF (SIDE OUTLET BLOWOFFS SHALL BE AS SHOWN, BUT LUMP SUM PRICE SHALL ALSO INCLUDE MAIN LINE TEE. GATE VALVE AND BLOWOFF PIPING SIZE SHALL BE AS INDICATED IN THE DRAWINGS.)
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CONCRETE PAD
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LINE SIZE GATE VALVE & VALVE BOX (AS DETAILED ON THIS SHEET)
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METER BOX (SEE SPECS)
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1/2" HOLE FOR DRAIN, KEEP CLEAR
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CRUSHED STONE
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TYPICAL AUTOMATIC FLUSHING VALVE INSTALLATION
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2" PVC 90°BEND
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VALVE CONTROLLER ATTACHED TO SIDE OF METER BOX ATOP W/ SCREWS
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MUELLER 18" METER BOX W/ LID & COVER
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1"x 3/4" BRASS 90°BEND
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2" SADDLE & 2" GATE VALVE
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2" SOLENOID VALVE
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MUELLER 18" METER BOX W/OUT LID & COVER, FILLED W/ CRUSHED STONE
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2" PVC W/ SLIT CUT AT 6 O'CLOCK NEAR 90° BEND
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EXISTING BLOWOFF
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1'-5'
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EXISTING WATER LINE
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INSTALL CLAY BACKFILL BETWEEN BOXES
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VARIES
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%%UCONCRETE%%U %%UPAVEMENT
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"A"
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12"
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"A"
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12"
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SAWED JOINT
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6"
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2"
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CARRIER PIPE OR ENCASED PIPE
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SURFACE RESTORATION (FOR CROSSING OF ALL STREETS & HIGHWAYS)
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NOTE: 1.) FROM POINTS "A" (CONCRETE PAVEMENT) THE DISTANCE TO NEAREST FROM POINTS "A" (CONCRETE PAVEMENT) THE DISTANCE TO NEAREST JOINT OR BREAK IN PAVEMENT MUST BE 6' OR MORE. IF LESS THAN 6', REMOVE PAVEMENT TO JOINT OR BREAK & REPLACE ENTIRE SLAB.
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PORTLAND CEMENT CONCRETE
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CRUSHED STONE BACKFILL
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CARRIER PIPE OR ENCASED PIPE
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REPLACE CONCRETE PAVEMENT WITH NEW PAVEMENT THE SAME THICKNESS OF THE EXISTING PAVEMENT.
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%%UBITIMINOUS SURFACE > 2"
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%%UBITIMINOUS SURFACE < 2"
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(ALSO APPLIES TO ASPHALT DRIVEWAYS)
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MECHANICALLY COMPACTED CRUSHED STONE BACKFILL
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REPLACE BITIMINOUS PAVEMENT WITH THE SAME TYPE AND DEPTH AS THE EXISTING PAVEMENT.
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CONCRETE SLAB 12" EACH SIDE OF TRENCH
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MECHANICALLY COMPACTED CRUSHED STONE BACKFILL
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REPLACE ORIGINAL TYPE SURFACE
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CARRIER PIPE OR ENCASED PIPE
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WIDTH OF EXCAVATION
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WIDTH OF EXCAVATION
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%%UTYPICAL ALL BENDS
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SIDE OF TRENCH
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A
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"D"
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"T"
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"L"
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%%USECTION A-A
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4'-0"
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VARIES
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12"
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A
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3'-0"
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3/4" U-BOLT
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SIDE OF TRENCH
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%%UTEE
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"L"
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"T"
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2" MIN.
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2" MIN.
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%%UTYPICAL SECTION
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"L"
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"T"
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SIDE OF TRENCH
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SIDE OF TRENCH
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"D"
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"W"
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VERTICAL BEND PIPE ANCHOR DETAIL
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%%UPLUG
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18" MIN.
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BEND ALL THREAD 90°
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VALVES 10" & LARGER
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SIDE OF TRENCH
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CONCRETE DEADMAN (SEE DETAIL)
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"L"
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TOP VIEW
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SIDE VIEW
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BOTTOM OF TRENCH
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SIDE OF TRENCH
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CONCRETE DEADMAN DETAIL
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3/8"x2" STEEL STRAPS
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MINIMUM CONCRETE BLOCKING FOR PIPE & FITTINGS
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NOTES: 1.) THE COST OF THE U-BOLTS, STRAPS & THE COST OF THE U-BOLTS, STRAPS & ANCHOR BAR WILL BE ABSORBED INTO THE COST OF THE CONCRETE. NO SEPERATE PAYMENT WILL BE MADE. 2.) ALL VERTICAL BENDS SHALL INCLUDE ALL VERTICAL BENDS SHALL INCLUDE ROMAC GRIP RINGS. 3.) CONCRETE TO BE POURED AGAINST CONCRETE TO BE POURED AGAINST UNDISTURBED EARTH. 4.) PLASTIC BARRIER SHALL BE PLACED PLASTIC BARRIER SHALL BE PLACED BETWEEN ALL CONCRETE AND PIPE AND/OR FITTINGS. 5.) ANCHOR BAR SHALL BE 5/8" MINIMUM ANCHOR BAR SHALL BE 5/8" MINIMUM DIAMETER. 6.) BLOCKING FOR REDUCER SHALL BE AS BLOCKING FOR REDUCER SHALL BE AS THAT SHOWN FOR PLUGS, BUT THE "L" DIMENSION SHALL BE AS REQUIRED FOR THE KICKER TO EXTEND 6" INTO EACH SIDE OF THE TRENCH. 7.) RODDING FOR A CONCRETE DEADMAN RODDING FOR A CONCRETE DEADMAN SHALL BE AS FOLLOWS: 4" USE 2 4" USE 2 RODS, 6"-10" USE 4 RODS & 12" 12" PER ENGINEER.
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SIZE
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"D"
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"L"
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"W"
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"T"
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90%%D BENDS
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30
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30
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120
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60
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"T"
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45%%D BENDS
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30
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30
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90
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44
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52
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22 1/2%%D & 11 1/4%%D BENDS
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40
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44
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"D"
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"L"
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"W"
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"T"
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TEES, PLUGS & BLOWOFFS
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30
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36
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102
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51
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52
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*ALL DIMENSIONS ARE IN INCHES
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22
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24
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51
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60
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25
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29
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38
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40
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20
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28
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24
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18
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22
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24
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36
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42
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18
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21
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38
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40
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30
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30
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60
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72
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28
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32
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38
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40
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12
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32
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22
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22
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12
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24
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18
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18
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20
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28
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24
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18
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28
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28
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22
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12
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EDGE OF
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CREEK
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CREEK
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EDGE OF
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A
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DIP WATER LINE
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"FIELD-LOK" GASKETS
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PROP. CL. 350 DIP W/
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ANCHOR
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REBAR DTL.
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10'
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A
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PVC PIPE
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10'
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TYPICAL CREEK CROSSING
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%%USECTION A-A
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NOTES: 1.) CREEK CROSSING AS SHOWN CREEK CROSSING AS SHOWN SHALL BE CONSTRUCTED ACROSS ALL MAJOR STREAMS AS INSTRUCTED BY ENGINEER. 2.) PAYMENT FOR CONCRETE & PAYMENT FOR CONCRETE & PIPE SHALL BE AT CONTRACT UNIT PRICE.
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CRUSHED STONE BEDDING & BACKFILL
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BACKFILL WITH EXCAVATED MATERIAL
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1.5'x8'x4' (MIN.) CONCRETE ANCHOR
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ROMAC STYLE MLRG RET. GLAND
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(1) #4 REBAR TOP & BOTTOM (SEE DETAIL)
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M.J. SOLID SLEEVE
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STABILIZE BANKS WITH RIP/RAP
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8-16-17
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WD
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WD
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JMD
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JT
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WCWD
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NOT TO SCALE
ER
OS
IO
N P
RE
VE
NT
IO
N
SE
DIM
EN
T C
ON
TR
OL
D
ET
AIL
S
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%%UFILTER FABRIC INLET PROTECTION DETAIL
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(N.T.S.)
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3' (MAX.) SPACING.
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2IN. X 4IN
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WOOD FRAME
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BURY TOE OF FABRIC IN A 6" X 6" TRENCH,
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IN AN "L" SHAPE. BACKFILL WITH COMPACTED
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FILL MATERIAL TO PREVENT SEDIMENT FROM
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ESCAPING UNDER FENCE.
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12" MIN.
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2IN. X 4IN
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WOOD POSTS
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FOLD FABRIC TO
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OVERLAP AND
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SECURE TO POST
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WITH STAPLES
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1.5-2'
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3' MIN.
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ATTACH FILTER
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FABRIC TO
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FRAME AND
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POSTS SECURE
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WITH STAPLES @
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8IN.(MAX) O.C.
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(N.T.S.)
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SEE
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%%URIP-RAP CHECK DAM
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1'-0"MIN.
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8"MIN.
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A
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A
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B
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PLAN
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A
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END POINTS "A" TO BE HIGHER
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FRONT VIEW
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SECTION 'C-C'
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THAN FLOW-LINE POINT "B"
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B
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B
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3" MINIMUM RIP-RAP SET IN 4" DEEP TRENCH
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C
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C
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%%USTABILIZED CONSTRUCTION ENTRANCE DETAIL
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(N.T.S.)
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8.00
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SUITABLE SOIL
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#2 STONE
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MINIMUM 6"
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DEEP
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NON-WOVEN GEOTEXTILE
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FABRIC BENEATH #2 STONE
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AS REQUIRED
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8.00
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MIN.
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INLET PROTECTION
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%%USECTION 'A-A'
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%%UPLAN VIEW
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A
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A
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CENTERLINE OF PUBLIC STREET
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ALL ENTRANCES LEADING TO PUBLIC ROADS SHALL BE STABILIZED, IF SILT FENCE WILL BE DEPOSITED ON ROADWAY, BY REMOVING THE VEGETATION, PLACING NON-WOVEN GEO-TEXTILE MATERIAL AND THEN PLACING 6 INCHES OF #2 AGGREGATE. AREA MUST BE A MINIMUM OF 8 FEET WIDE.
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INSTALL APPROPRIATELY SIZED ENTRANCE PIPE IF ENTRANCE SPANS SWALE OR DITCH.
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FLOW
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(MEETING OR EXCEEDING
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RETAINED
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**ASTM D-4632
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**ASTM D-4751
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METAL T-POST (HEAVY DUTY)
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FILTER FABRIC
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FLOW
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SEDIMENT
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6" MIN.
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12" MIN.
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FENCE
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FROM ESCAPING UNDER
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MATERIAL TO PREVENT SEDIMENT
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BACKFILL WITH COMPACTED FILL
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6" X 6" TRENCH, IN AN "L" SHAPE.
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BURY TOE OF FABRIC IN A
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SEDIMENT
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**ASTM D-3786)
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FLOW
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(N.T.S.)
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SEDIMENT
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%%USILT CONTROL FENCE DETAIL
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TO 6 ' (MAX.) SPACING.
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SPACE AS REQUIRED UP
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2"x2"x36" HARDWOOD POST (STANDARD)
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WIRE REINFORCING W1.4xW1.4, 3 FT. HIGH (HEAVY DUTY ONLY)
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PURPOSE: INSTALL STONE BAG PROTECTION AT HEADWALL INLETS TO POOL WATER, PROVIDING OPPORTUNITY FOR SETTLING SEDIMENT BEFORE IT ENTERS HEADWALL. CONSTRUCTION: BAG SPECIFICATIONS: APPROXIMATELY 18 1/2-INCH X 28-INCH WOVEN POLYPROPYLENE BAGS. STONE: USE KTC NO. 57 STONE. HEIGHT OF STONE BAGS ABOVE CULVERT INVERTS: CONSTRUCT A MINIMUM OF TWO COURSES OF BAGS. THE STONE-FILLED BAGS SHALL BE STACKED TO A HEIGHT EQUAL TO 1/2 THE DIAMETER OF THE CULVERT BEING PROTECTED.
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%%USTRAIGHT HEADWALL INLET PROTECTION
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%%UPLAN VIEW
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CULVERT
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INTERWEAVE BAG ENDS TO FILL GAPS BETWEEN BAGS AND TO SEAL BAGS.
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18-1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 TO 1/3 FULL WITH NO. 57 STONE
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%%UUPSTREAM ELEVATION
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%%UNO HEADWALL INLET PROTECTION
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%%UPLAN VIEW
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CULVERT
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INTERWEAVE BAG ENDS TO FILL GAPS BETWEEN BAGS AND TO SEAL BAGS.
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18-1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 TO 1/3 FULL WITH NO. 57 STONE
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%%UUPSTREAM ELEVATION
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DWG NO.:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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SCALE:
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SHEET:
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NO.:
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REVISIONS:
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8-16-17
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WD
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ECD
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JMD
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JT
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WCWD
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NOT TO SCALE
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DATE:
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GENERAL EPSC NOTES: 1. ALL PRACTICAL MEASURES SHALL BE TAKEN TO PRESERVE EXISTING VEGETATION ON AND ADJACENT TO THE CONSTRUCTION SITE(S). 2. EPSC MEASURES SHALL BE INSTALLED IN ADVANCE OF ALL OTHER CONSTRUCTION IN EACH AREA OF CONSTRUCTION. 3. SILT FENCING OR OTHER APPROVED EPSC DEVICE(S) SHALL BE INSTALLED ON THE DOWN-SLOPE SIDE OF TEMPORARY STOCKPILES, AS REQUIRED. 4. APPROPRIATE EPSC DEVICES SHALL BE INSTALLED AT TEMPORARY PIPE YARDS AND/OR STORAGE AREAS, AS REQUIRED.