W912P521B0015_TPlans-AMEND0001.pdf
PDF 6 MB Posted
- Attached to
- Obey River Sewer Line Replacement Federal contract opportunity
- Solicitation number
- W912P521B0015
About this file
This solicitation package describes a construction project to replace sewer lines at the Obey River Campground in Tennessee. Key details include the following:
The scope of work involves selective clearing, partial removal and replacement of an existing sewer line, trench excavation, installation of PVC and PE plastic pipes and all associated components, connection to the existing sewer network, construction of a dosing tank and pump vault, installation of pumps and leach fields, minor concrete work, potential pavement replacement, backfilling, seeding, and other related tasks. The contractor will also be responsible for surveying the final pipe network. Specifications and drawings are provided separately on SAM.gov.
A pre-bid site visit is scheduled for August 12, 2021. Interested firms must register in advance by providing their CAGE/DUNS number and points of contact. Questions about the solicitation are due by August 20. Bids must be submitted electronically through SAFE by September 2, when they will be publicly opened via video conference. The contract award is not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P521B0015_Submittal Register-AMEND0001.pdf | ||
| W912P521B0015_TSpecs-AMEND0001.pdf | ||
| W912P521B0015 0001_ Obey Campground Sewer Line v3.pdf | ||
| W912P521B0015_Reference Files.pdf | ||
| Site Visit Attendee List - Obey - 12 Aug 21.pdf | ||
| W922P521B0015 Solicitation for Obey Campground Sewer Line.pdf | ||
| W912P521B0015 Tplans RTA.pdf.pdf | ||
| TN Davis-Bacon Act WD_TN20210059.pdf | ||
| Obey River Bid Schedule.pdf | ||
| Site Visit Request Form.pdf | ||
| W912P521B0015 TSpecs RTA.pdf |
Show all 11
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
.6
R D
HERMAN
RAY
RD.
C R
E E
K
R D
CLEO
JO
HNSON
RD.
I.B
M A R T
IN
R D
M A
X
F
IE
L D
R D
W
IL
L O
W
G R
O V E
S C
H O
O L
R D
BOBDENNINGS
RD.
RD.
MELVIN
HUMMEL
FIRE
DEPT.
R D
M T
P
IS
G A
H C
H U
R C
H R
D
P H
IL
LI
P S
RD.
H E
R D
R
ID
G E
R D
COLSON
RD.
W
IL
L O
W G
R O
V E
C H
U R
C H
R D
J.T. DANIELS RD.
G R
O V E
R D
WILLOW
H O
G A
NR
D
R D
C O
LLIN
S
CHARLIE
MELTON
RD.
J.T.
FORESTER
RD.
L
IL
L Y
D A L E
R D
LILLYDALECEM.RD.
H.R.
HUFFERRD.
C A T E S
D R
S U
LF
U R
WEST
FK
AS
HBURN
OBEY
R
IV
E R
LAKE)
C R
C R
Cr.
Irons
Cr.
A sh b u rn
Cr.
Sidewell
Cr.
Colson
Fairview
St. John
Grove Wil low
CLAY COUNTY
P
IC
K E
T T
C O
U N
T Y
N
TENNESSEE
MONROE
PILOT
GPS 8
MARR
PILOT
GPS 8
8.3
.6
6.4
1 1 1
SUMMER
SHADE
RD.
R D
.SHADE
L L
O Y
D S
T O
V E
R
R D
RD.
REEDER
JAMES
LN.
W
IL
L O
W
LOST
LN.
EDGAR
REAGAN
GROVE
B O
O T H
IL
L L N
S E
L L S L
N
OAKLEY
EST.
RD.
L N
S L E
E P
Y H
O L
RD.
L N
L E
W
IS
H A
L L
L N
C O
V E
ROYG
O
R E
LN.
IW
R
O N H
U N
T E
R
L N
HAMMOCK
LN.
HEMLOCKLN.
A
LL
O N S
R D
HOOVER
CEM.
RD.
TOM
OGLETREE
RD.
H W
Y
ELMER
RD.
H O
L M
A N
D R
R D
O L D
A L L O
N S
CONNER
CEM. LN.
R E
A G
A N
L N
JOHNNY
CONNER
LN.
MOHAWK VALLEY
RD.
S T R E T C H
R D
WADDEY
LN.
H U
M M
E
LL
LN
O
ZO
N E
RAMSEY
STRETCH
RD.
L N
R D
VER
H O
Y C
O N
N E
R
L N
C A
R T E
R L N
F E R
R E L
L N
L E
A C
H
L N
RAYMOND
RD.
WILLIAM HATCHER
H E
A R
D
R
ID
G E
R D
EAGLE
CREEK
WEST
D E
C K
E R
L N
B O
O H E R L
N
N E
L S
O N
RD.
LARRY
DANIELS
LN.
GEORGE
L N
T
IM
B E R
L N
C H
E R
O K
E E
L N
M
AYNORD
L N
R D
M U
L L
IN
S
L N
R D
B O
Y K
IN
R D
REED
LN.
M
ILL
B E
A T Y
R D
LN.
MOORE LN.
LN.BIRDJAYLIT
TLE
LN.
SONS
PAR-
R D
B
IR
D
MELTON
POST
OFFICE
LN.
R D
DANIELS
LN.
KING
LN.
M O
N R
O E
B R
A N
C H
L N
D C
O F F E E
J O
E
LN
LN.
GEORGE
GARRETT
RD.HOLLOW
LN.
LITTLE
EAGLE
RD.
CREEK
EAGLE
CREEK
OLD
RD.
G A
R R
E T T
T W
IN
O A K S
RD.
RD.
J.B.
LEDBETTER
LN.
CT.
BILLY
BEASON
LN.
R D
BILL WHITE
L N
RD.
CROSS-
OVER
RD.
GRAY
LEDBETTER
LN.
J E
N N
Y L N
FISK
RD.
A
IR
P O
R T
B Y
R D S T
O W
N
H
IG
H W
A Y
SMITH
RD.
W
IR
M
IN
G
H A
M R
D
RD.DOCK
EASTPORT
V
IC
T O
R P
A D
G E
T T
L N
D O
Y L E
L N
HO
G E
YE
ES
T.
L
N.
PAD- GETT
LN.
LANDS
S M
IT
H R
D
JOE MAY
SPECK RD.
GIB
R D
.HULL
RD.
YOUNG
L N
LN.
KENNETH
SELLS
LN.
L N
ALLEN
LANCE
S E
L L S
L N
LN.
JOHN
MC DONALD
R
D
LN.
T O
W N
B O
L E S
DONALD
RD.
ARTHUR
SELLS
LN. RAY LEDFORD
LN
R D
B
IG
SP
RI
NGS
RD.
MONROE
SCHOOL
RD.
MONROE
BRANCH
LN.
N O R R O
D
RD.
F
IR
E T
O W
E R
R D
A L P
IN
E
A .G
R D
H
IG
H W
A Y
CLIFF
OAKLEY
RD.
LOYD
STOVER
RD.
TAYLORS
CROSSROADS
RD.
CEMETERY
RD.
SUMMER
W A
T K
IN
S
AIRPORT
CRAVENS
IN
D
E P E
N D
E N
C E
STOVER
C H
O A T E
LO
O P
LANGFORD
FROGTOWN
FROGTOW
N
M A
R T
IN
L N
O L D
SELLS
LN.
HALL
RD.
REEDER
BETH-
S A
ID
A
R D
M C D
O N
A L
D C H
A P E L
R D
H W
Y
LN
S M
IT
H
PARROTT
DEER
MC-
W A L K
NORROD
M O
U N
T A
IN
M A
Y N
O R
D L
N
SMI
TH
S W
A M
P
M
ILL
RINGLEY
LN.
SELLS
J A
Y
GARRETT
TOWN
LN.
LN.
HOLLOW
PECK
WEISNER
LN.
S T O
BUEL
HALL
RD.
BEN
SAVAGE
LN.
D . J
O L L Y
W O
R L E
Y
J O
H N
N Y
(D A
LE
H O L.
LA
KE
(DALE
LA
K E
HOLL
OW
W.
F K
O B E Y
RIV
ER
BI
G EAGLE
C R
Sells
Mill Cr.
P oo r
Br.
M itchell
C r.
C r.
Big
Lit tle
Eag le Cr.
M ar r
B r.
Ea gle
As hb ur n
Big
Br.
C r.
Whorley Br.
M on ro e
C r.
Oakley
Ozone
Wirmingham
Oak Dale
Monroe
Independence
Communion
Free
Springs
Rhyan
Crossroads
Taylors
R D
T O D
A L E H
O L L O
W L
A K E
OLD
BETHEL
LN.
BILL
COLEMAN
RD.
C.
PARKER
RD.
ROBERT
JOLLY
LN.
PIC
KETT
WIRMINGHAM
CHURCH
RD.
T O B
Y R
D S T
O W
N
CLIFTON
WRIGHT
RD.
HOWARD
SMITH RD.
GARFIELD
HINDS RD.
BETHSAIDA
LOOP.
E.
BETHSAIDA
RD.
TO JAMESTOWN
1 1 1
CBARNES
OBEY
4.2
.9
2.3
5.0
.0
0.6
.7
.9
1.5
1 1 1
1 1 1
B A
R N
E S
R
ID
G E
R D
B A R
N E S
R
ID
G E
R D
CONNER
LN.
HOOK
R
ID
G E
R D
KEISLING
R
ID
G E
R D
JO
H
N
EAGLE
K E
IS
LIN
G
R D
H A
W K
L N
OAK
G
R O
VE
RD.
CHERRY
TREE LN.
JIMMY
SELLS
RD.
RD.
HERB
SELLS
JO
N E S
R D
HIL
L
CEM.
R D
B A
L D
L N
E A
G L E
C E
D A R
S T R E E T S
EAGLE
CR.
RD.
HATCHER
HALLR
D
R
ID
G E
R D
CONNERRD.
HAROLD
REEDER
RD.
B
IL
B R
E Y
R D
L
IV
IN
G S T
O N
O L D
R D
FL
O
W
ERS
ESTER
E
A R
L
H
IC
K S
R D
K E N
N E D
Y D R
F R
E D
C L
A R
K
E.L.
RD.
T O
M P
K
IN
S
L N
BEATY
B O L E S T O
W N
R D
LOOP
HOLBERT
RD.
CENTER
RD.
GARFIELD
WHITED
JA
M
ES
TO
W N
HIGHWAY
C O
M P
TO
N
RD.
R D
R O
B B
IN
S
TOW
N
RD.
ROBBINS-
TOWN
RD.
RD.
SPUR
WATSON
BYRD RD.
DOUBLE
TOP
RD.
SMITH
LN.
RD.
DR.
PARK-VIEW
T U
R K E
Y R
ID
G E
R D
AM
O
NETT
RI
DG
E
RD.
TAYLOR
R D
E A
G L E S
COVE
R D
RED
OAK
RD.
O A
K H
IL
L R D
STAR P
O
IN
T
R D
G R
O C E
R D
T U
R N
E Y
R E
A G
A N
R D
C R E E K
LAKE-
SIDE
RD.
FERRELL
LN.
RAYBURN
CEM. RD.
R D
H A S S
L E
R
G R E E
N
BRIER
STAILEYRD.
O W
L
H O
L R
D
O
LD
K E
N T
U C
K Y
R D .S
.P
D O
W D
Y
STATE
LINE RD.
R D
.HIL
L
CR.
RD.
EVANS
HARLE
N
LE
E
PARKER
M O
O N
R D
L O
N Z
A B
E A
T Y
R D
MOODY-
VILLE
W
AYMON
MOODY-
RD.
S T O R
IE
LN
PENDER-
G R
A S S
R D
CLARK
MTN.
RD.M
T
U N
IO
N
R D
AMONETT
R D
M
IL
L E
R S
M
IL
L R
D
R D
BOLES-
F A L C
O N
C
LA
R K
C E
M .R
D
TANYARD
RD.
B E
A S
O
NC
O
L S
O N
R D
R D
CR. E.
RD.
R D
BOLESTOWN
CEM. RD.
LN.
S E
N S
A B
U A
G H
R D
F O
U N
T S
E L L S
R D
W A
L T
R
IC
H R
D
FAI
X
B R
A N
C H
RD.
MAYMARTIN RD.
ANDERSON
RD.
FIRE
RD.
TOWER
J O
N E S
RED
EAST-PORT
DOCK
RD.
PATTERSON
LN.
D R
STORELN.
J O
N E S
CHAPEL
RD.
L O
V E
RD.
L A D
Y
M E
A N
S R
D
JO
LL
EY
RD.
LICKCR.
R D
COPELAND-
JOHNSON
RD.
S T E P P
RD.
G A P
WINNINGHAM
WINNINGHAM
CEM.
LI
CK
N.
JOHNNY
CONNER
RD.
GLENMELTONRD.
NELLO
FATE
ELMO
BARNES
RD.
BENSON
R D
FERTILITY
RIDGE
RD.
LILLY-
DALE
S M
Y R
N A
R D
COVE
RD.
ADAMS LN.
GUNNELS
CAMP
RD.
CATFISH DR.
AMONETT
CIR.
CT.
CEM.
RD.
BOND
SCENICVIEW
GARRETT
TOM
RD.
CEM.
RINDLER
LN.
FAIX
GARRETT
RD.
HANCOCK
LN.
B
IG
D
IP
P E R
LN
R H
U M
R D
WRIGHT
RD.
JUNE
COOPER
RD.
KERMIT
HILL RD. TW
INPEAKSRD.
COUNTY
ESTATES
RD.
VIEW
JIM BEATY RD.
B
IG
B R L N
WALTER AND
JACKIE LN.
SMITH
HOLLOW RD.
B
IG
P A R R
O T T
BUDDY
JOUETT
RD.
UNION
CHURCH
RD.
VIRGIL
WALKER
RD.
CLARK
SCHOOL
RD.
D
ILLAR
D
PINN-
ACLE
POINT
RD.
OAK
GROVE
TAYLOR
BIG HOL.
SPUR RD.
LITTLE
CEM. RD.
CLARK
LN.
CEM.
RD.
SPUR
B O
L E S
T O
W N
RD.
RD.
COOPER
ODDIE
CR.
TR.
CRICKETT
R E E D E R T O
W N
RD.
1. 2.
GARFIELD-HINDS RD.
HENDERSON
KERNELL RD.
CLARK RD.
CONNER RD.
3. 4.
O A
K
R D
W O
LF
RIVER
HOLLOW
LAKE) WOLF
O B E Y
(DALE
H O
LLO
W
LAKE)
RIVER
OBEY
R
IV
E R
JOULETT CR.
JOLLY
CR.
C O
VE
CR.
E A G L E
(DALE
C R
B
IG
La ne ar
C r.
B ar ne s
C r.
Ja ck so n
Cr
C op e
Cr.
Key Br.
Big Hollow
Br.
S el ls
M ill
Cr.
Cri cke tt
Cr
Fr an kl in
C r.
R oc ky B r.
E as t
Fk
B r.
Cr.
S ew ell Br.
M eeting-house
C r.
Li ck
C r.
Be gle y
C r.
Cr.
R ock-
W id ow
P e n d e rg ra ss house
To w n
B r.Brimestone
Hurri-cane Cr.
BIRTHPLACE
CORDELL HULL
STATE PARK
Oak Hill Jones
Chapel
Barnes
Fairview
Sunset
Boom
Midway
Mt. Union
Etter
Parker
Smyrna
Star
Point
Love
Lady
Green Brier
Okra
Bloomington
Moody-
Ville
Plain Grove
BYRDSTOWN
POP. 903C
O U
N T
Y
OSPREY
LN.
EAGLES
NEST
DR.
BLUEBIRD
RIDGE
RD.
HUNTER BARN
RIDGE RD. ASBERRY
RD.
C O
U N
T Y
EAST FORK
OBEY RIVER
ED
LINDER
RD.
F E
N T
R E
S S
FRANK
WRIGHT
RD.
DONALD
WRIGHT
RD.
C
O U
N T
Y
RD.
RINDLER
RUE DES
OBEY RIVER
WEST FORK
RD.
BETHSAIDA
EAST
RD.
WRIGHT
CLIFTON
W. RD.
CREEK
EAGLE
OVERTON
RD.
JOLLY
ODELLCOLEMAN RD.
LN.
PRYOR
DETRO
HARVEY LN.
BENNY
HO
LL
O W R
D.
O
NLY
HARVEY LN.
EDWARD
RD.TRACK
ACRE
H E
A R
D
R
ID
G E
R D
C L
A Y
1 1 1
HUDDLESTON KNOB2
E
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
R
SHEET ID
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
0 1 MILE 2 MILE
1 INCH = 1 MILE
PROJECT LOCATION MAP
VICINITY MAP
N
D
N
E
G
E
L
COUNTY LINE
STATE BOUNDARY
PROJECT LOCATION
M B
P
M B
P
67/10
V
IC
IN
IT
Y M
A P
L O
C A
T
IO
N
V
IC
IN
IT
Y M
A P I
N D
E X
S M
T
B E
N L
R O
H R
B A
C H P .E
SOIL TYPE:
SOIL DRAINAGE RATE:
LAND SLOPE:
DEPTH TO BEDROCK:
DRAWING TITLE LINE TYPE INDEX
PROPOSED ELECTRICAL CONDUIT
PROPOSED SEWER
EXISTING SEWER
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS
S Sx S Sx
S S S S
GAYMON/CULLEOKA
>75 mpi (MINUTES PER INCH)
30-40%
28" - 36" ROCK
SHEET ID
S Sx
S S
PROJECT LOCATION
W P -2
-B -0
W P -2
-C -X
X X
X
Q3-67/20
Q3-67/19
Q3-67/18
Q3-67/17A
Q3-67/17
Q3-67/16
Q3-67/15
Q3-67/14B
Q3-67/14A
Q3-67/14
Q3-67/13
Q3-67/12
Q3-67/11
Q3-67/10
CONTROL CABINET
ELECTRICAL PLAN
ELECTRICAL CONNECTIONS
CIVIL DETAILS 2/2
CIVIL DETAILS 1/2
PUMP AND TANK DETAILS
PIPE PROFILES
SEWER PIPING SCHEMATIC
SEWERLINE & LEACH FIELD LAYOUT
PROPOSED SITE PLAN
DEMOLITION PLAN
EXISTING CONDITIONS
GENERAL NOTES
LOCATION, VICINITY MAP AND INDEX
U P
D A
T E
D I
N D
E X
A M
N D
/2
/2
AMENDMENT
ALABAMA GEORGIA
SOUTH CAROLINA
CAROLINA
NORTH
TENNESSEE
KENTUCKY
NORTH CAROLINA
VIRGINIA
SMYT
HARDIN
HICKMAN
MONTGOMERY
WILLIAMSON
DAVIDSON
CHEATHAM
JACKSON
SMITH
HAMILTON
ROANE
KNOX
UNICOI
WASHINGTON
SULLIVAN
JOHNSON
RIVER
CANEY FORK
TRIGG
CITY PARK
SAVANNAH
TAZEWELL
WASHINGTON
LAUDERDALE
COLBERT
FRANKLIN
HENRY
HENDERSON
BENTON
DECATUR
WAYNE
PERRY
HUMPHREYS
HOUSTON
STEWART
LAWRENCE
LEWIS
DICKSON
GILES
MAURY
ROBERTSON
SUMNER
WILSON
RUTHERFORD
MARSHALL
LINCOLN
MOORE
BEDFORD
FRANKLIN
COFFEE
CANNON
MACON
TROUSDALE
DE KALB
WARREN
GRUNDY
MARION
CLAY
OVERTON
PUTNAM
WHITE
VAN BUREN
BLEDSOE
SEQUATCHIE
PICKETT
FENTRESS
CUMBERLAND
RHEA
M
EI
G S
BRADLEY
MCMINN
POLK
MONROE
SCOTT
MORGAN
LOUDON
CAMPBELL
ANDERSON
UNION
BLOUNT
SEVIER
JEFFERSON
COCKE
HAMBLEN
GRAINGER
CLAIBORNE
HANCOCK
HAWKINS
GREENE
CARTER
LIMESTONE
LAWRENCE
MADISON
MORGAN
MARSHALL
DeKLAB
JACKSON
SCOTT
RUSSELL
LEE
WISE
BELL
KNOX
WHITLEY
LAUREL
McCREARY
PULASKI
WAYNS
JACKSON
ROCKCASTLE
CLINTON
CHRISTIAN
TODD LOGAN
SIMPSON
CALLOWAY
MARSHALL
CALDWELL
CRITTENDEN
LIVINGSTON
DADE
WALKER
CATOOSA
WHITFIELD
GILMER
FANNIN
UNION
TOWNS
RABUN
CHEROKEE
CLAY
GRAHAM
MACON
SWAIN
JACKSON
TRANSYLVANIA
HAYWOOD
HENDERSON
BUMCOMBE
MADISON
YANCEY
MITCHELL
AVERY
WATAUGA
TISNNMING
KNOX
SEVIER
LETCHER
CLAY
HARLAN
LESLIE
TENNESSEE
N
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:2
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\V
IC
IN
IT
Y M
A P
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
G E
N E
R A
L N
O T
E S
M B
P
M B
P
67/11
GENERAL NOTES
READY TO ADVERTISE (RTA)
G E
N E
R A
L N
O T
ALL UTILITIES ON THE PROJECT SITE.
PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF
UTILITIES INDICATED ARE NOT NECESSARILY ALL WHICH EXIST ON THE
ABOVE AND BELOW GROUND UTILITIES ARE APPROXIMATE ONLY. THOSE
RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE. LOCATIONS OF
THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE
ANY DAMAGE TO UTILITIES OR INTERRUPTION OF SERVICE CAUSED BY
UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES.10.
ACTIVITIES.
PARKING AREAS, UTILITIES, ETC. DUE TO DAMAGE CAUSED BY CONSTRUCTION
CONTRACTOR IS ALSO RESPONSIBLE FOR ANY REPAIRS NEEDED TO ROADS
PROVIDING THE EQUIPMENT AND TOOLS NEEDED TO CLEAN ROADS. THE
MUD, ETC. AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR
CONTRACTOR SHALL KEEP ALL ROADS FREE OF CONSTRUCTION DEBRIS,9.
IS NEEDED THROUGHOUT CONSTRUCTION.
REQUIRED WHERE IT IS EVIDENT THAT EROSION OF SEDIMENT CONTROL
AT A MINIMUM, EROSION BEST MANAGEMENT PRACTICES (BMPS) ARE8.
THROUGHOUT CONSTRUCTION.
PRIOR TO COMMENCING EARTHWORK AND SHALL BE MAINTAINED
ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED 7.
ACCORDANCE WITH USACE SAFETY MANUAL EM-385-1-1.
REGULATIONS. ADDITIONALLY, ALL WORK SHALL BE PERFORMED IN
TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM6.
ABOVE MSL.
THE TOP OF FLOOD CONTROL POOL OF DALE HOLLOW DAM IS 663 FEET5.
47137C0100C DATED SEPTEMBER 3, 2010.
VICINITY OF THIS SITE AS DETERMINED BY FEMA FLOOD MAP
THERE IS NO FEMA ESTABLISHED 100 YEAR FLOOD ELEVATION IN THE 4.
CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT UP TO THE
TO EXISTING UTILITIES AND SITE FEATURES PRIOR TO BEGINNING
SHALL FIELD VERIFY ALL PROPOSED SITE DEVELOPMENT WITH RESPECT
APPROXIMATE. ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR
LOCATIONS OF EXISTING SANITARY SEWERLINE ARE TO BE CONSIDERED3.
PROPOSED PROJECT SITE.
TYPES AND THEIR SUITABILITY FOR SEWER DISPOSAL AT THE
LAND SURVEYING IN MAY 2014. THE SOIL MAP IDENTIFIED THE SOIL
AN EXTRA HIGH INTENSITY SOIL MAP WAS PREPARED BY HOLLAND2.
BY ARROW SURVEYING, LLC.
AND EXISTING UTILITY STRUCTURES IS FROM A SURVEY PERFORMED
NAVD 88. SOURCE OF TOPOGRAPHY, BOUNDARY, EASEMENTS,
STATE PLANE, US SURVEY FOOT, NAD 83. VERTICAL DATUM IS
HORIZONTAL COORDINATES SHOWN ARE BASED ON TENNESSEE1.
B E
N L
R O
H R
B A
C H P .E
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
A M
N D
/2
/2
U P
D A
T E
D N
O T
E
A D
D E
D N
O T
E
RECREATIONS GOERS.
SOME DELAYS OF GATE ACCESS DUE BOTTLE NECKS AND ACCESS REQUIREMENT FOR
DURING OPEN CAMPGROUND PERIODS, CONTRACTOR SHOULD EXPECT TO EXPERIENCE
(BETWEEN 2 NOVEMBER AND 15 APRIL) CONTRACTOR SHOULD EXPECT FULL GATE ACCESS.
NOT ALLOWED ACCESS THROUGH THE GATE. DURING CAMPGROUND CLOSURE PERIODS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE GENERAL PUBLIC IS
DURING PERIODS WHEN GATE IS TO BE LEFT OPEN FOR CONTRACTOR CONVENIENCE,
ACCESS OF COMBINATION LOCK ACCESS TO THE PARK FOR CONTRACT DURATION.
THE CONTRACTOR SHALL COORDINATE WITH THE COR FOR EITHER CODE 22.
COMPONENTS, AND CONCRETE THRUST BLOCKS.
CONTRACTOR SHALL PROVIDE X,Y,Z COORDINATES FOR ALL NEW PIPES, 21.
SHALL BE SHOWN ON AS-BUILT DRAWINGS.
IN THE FIELD BY THE CONTRACTOR WITH APPROVAL FROM COR. FINAL LOCATIONS
EQUIPMENT ARE APPROXIMATE. FINAL EXACT LOCATIONS SHALL BE DETERMINED
LOCATIONS FOR DOSING TANK, LIFT STATIONS, SEWER LINES AND OTHER20.
CONTRACTOR MUST SUBMIT PROPOSED WORK PLAN.
IF BORING AND JACKING IS PREFERRED OVER REPLACING THE ASPHALT,19.
REPAIRED AT THE CONTRACTOR'S EXPENSE.
OTHER STRUCTURES CAUSED BY CONTRACTOR'S OPERATIONS, SHALL BE
ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, CAMPGROUND ACCESSORIES, OR18.
UNLESS OTHERWISE APPROVED BY THE COR.
EXPENSE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS,
DEMOLISHED ASPHALT SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S17.
GOVERNS.
CODES AND PLANS & SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT
FEDERAL REQUIREMENTS OR STANDARDS. IF A CONFLICT ARISES BETWEEN
ALL WORK SHALL MEET OR EXCEED ALL APPLICABLE LOCAL, STATE, AND 16.
FUTURE FILLING.
TEMPORARILY STABILIZE ANY STOCKPILED MATERIAL TO BE USED FOR15.
ACCORDANCE WITH EM 385-1-1.
BE PROMINENTLY MARKED WITH ORANGE FLAGS AND BARRICADES IN
OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL14.
CAN BACK FILL ALL OPEN TRENCHES WITHIN 48 HOURS.
PLACEMENT SHALL PROGRESS IN A MANNER SO THAT THE CONTRACTOR
UNLESS OTHERWISE APPROVED, TRENCH EXCAVATION AND PIPE13.
MAY 15, 2022.
THE CONTRACTOR SHALL BE COMPLETE WITH ALL TASKS, BY
CONSTRUCTION SHALL NOT COMMENCE PRIOR TO NOV 1, 2021.12.
DEPARTMENT OF ENVIRONMENT AND CONSERVATION (TDEC).
PERMIT FOR THE STORMWATER DISCHARGES FROM THE TENNESSEE
CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A (NPDES) GENERAL
AND IS SUBJECT TO USACE APPROVAL. AFTER USACE APPROVAL, THE
TO USACE AS AN ADDENDUM TO THE ENVIRONMENTAL PROTECTION PLAN
SUCH AS STAGING AND STOCKPILE AREAS. THE SWPPP SHALL BE PROVIDED
PLAN (SWPPP) TO COVER THE WORK SITE INCLUDING ANCILLARY AREAS
THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION11.
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:3
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\G
E N
E R
A L N
O T
E S
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
M B
P
M B
P
67/12
E X
IS
T
IN
G C
O N
D
IT
IO
N S
HOUSE (BLDG #5)
EXISTING BATH
(FIELD LOCATE)
OUTFALL LINE
& RETAINING WALL
HOUSE (BLDG #6)
EXISTING BATH
ROADWAY
EXISTING
SOIL SURVEY LIMITS
READY TO ADVERTISE (RTA)
B E
N L
R O
H R
B A
C H P .E
G M
U
E X
IS
T
IN
G C
O N
D
IT
IO
N S
30'
SCALE:1"=30'
60'0
B
B
A
C
C
C
W P -2
-B -0
W P -2
-C -X
X X
X
RATE, DEPTH OF ROCK, AND LAND SLOPE.
2. SOIL SURVEY RESULTS ARE DISPLAYED INCLUDING SOIL TYPE, DRAINAGE
ARE FLAGGED IN FIELD AND ARE SHOWN ON SHEET Q3-67/14.
SEPTIC FIELD IS HEAVILY VEGETATED. TREES TO REMAIN WITHIN WOODED AREA
1. NOT ALL TREES ARE DISPLAYED ON SHEET. THE AREA OF THE PROPOSED
NOTES:
C. CONCRETE PAD
B. SEPTIC TANK
A. SAND FILTER
KEYNOTES:
A M
N D
/2
/2
U P
D A
T E
D L
IN
E S
T Y
L E F
O R S
O
IL
S
U R
V E
Y L
IM
IT
S
U P
D A
T E
D N
O T
E S
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\E
X
IS
T
IN
G C
O N
D
IT
IO
N S
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
Re no x
>4 2"
Ro ck35-
45%45 mpi
Re no x
>4 2"
Ro ck40-
50%45 mpi
Re no x
30- 40%45 mpi
Ga ymon
/Cu lleo ka
28- 36" Ro ck30- 40%>7
5 m pi
Ne wbo rn
<2 8-3
6" Ro ck>7 5 m pi
16" TWIN CEDAR
18" CEDAR
18" HICK
20" MAPLE
22" CEDAR
24" HICK
20" HICK
18" CEDAR
24" CEDAR
18" HICK
36" HICK
16" HICK
24" CEDAR
24" CEDAR
30" SYC
24" HICK
8" TREE
30" CEDAR
22" POPLAR
12" SNAG
28" BEECH
32" BEECH
24" CEDAR
CEDAR
17" TWIN
N
CEDAR
18" TWIN
CEDAR
18" TWIN
CEDAR
18" TWIN
CEDAR
14" TWIN
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q3
M B
P
M B
P
67/13
D E
M O
L
IT
IO
N P
L A
N
LIMITS
CLEARING
A
B
B
C
& RETAINING WALL
HOUSE (BLDG #6)
EXISTING BATH
PAVEMENT
EDGE OF
HOUSE (BLDG #5)
EXISTING BATH
E
D
READY TO ADVERTISE (RTA)
B E
N L
R O
H R
B A
C H P .E
G M
U
D E
M O
L
IT
IO
N P
L A
N
W P -2
-B -0
W P -2
-C -X
X X
X
CROSSING. SEE NOTE 3.
PROPOSED SEWERLINE
F. PROTECTED TREE
E. SEVER PIPE 100 FEET RIGHT OF SAND FILTER. CAP OUT-OF-USE END.
D. SEVER PIPE 80 FEET LEFT OF SAND FILTER. CAP OUT-OF-USE END.
C. OUTFALL LINE
B. EXISTING SEPTIC TANK
A. EXISTING SAND FILTER
KEYNOTES:
F
F
F
F
F
F F
CONTRACTOR MAY ABANDON THE UNUSED SEVERED PIPE IN PLACE.
SEWERLINES AND REMOVE ENOUGH PIPE TO FACILITATE CONNECTION OF NEW SEWERLINE.
4. EXISTING SAND FILTER SHALL REMAIN IN PLACE. CONTRACTOR SHALL SEVER EXISTING
3. CONTRACTOR MAY ELECT TO INSTALL NEW PIPE VIA HDD INSTEAD OF TRENCHING.
CLEAR WOODED AREA IN ACCORDANCE TO SPECIFICATION 31 00 00.
TREES TO REMAIN SHALL BE FLAGGED BY USACE ENVIRONMENTAL AND PARK RANGERS.
2. CONTRACTOR SHALL CLEAR HEAVILY WOODED AREA IN A SELECTIVE MANNER.
REGULATIONS.
BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
SHALL BECOME PROPERTY OF THE CONTRACTOR UPON REMOVAL, AND SHALL
1. ALL PIPES, ASPHALT, ROCK, CONCRETE, AND DEBRIS REMOVED DURING DEMOLITION
NOTES:
60'0 30'
A M
N D
/2
/2
U P
D A
T E
D N
O T
E
A D
D E
D K
E Y
N O
T E
S
U P
D A
T E
D S
E W
E R C
R O
S S
IN
G C
A L L
O U
T
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\D
E M
O L
IT
IO
N P
L A
N
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
Top of
Flood- Contro l
Po ol (E lev . 6
N
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
M
B P
M B
P
P R
O P
O S
E D S
IT
E P
L A
N
67/14
CLEAN-OUT
INSTALL
PAVEMENT
EDGE OF
& RETAINING WALL
HOUSE (BLDG #6)
EXISTING BATH
CLEAN-OUT
INSTALL
(BLDG #5)
HOUSE
EXISTING BATH
READY TO ADVERTISE (RTA)
B E
N L
R O
H R
B A
C H P .E
G M
U
K
C
B
D
I
E
F
SOIL SURVEY LIMITS
WITH MITERED DRAIN O.A.E.
DAYLIGHT CURTAIN DRAIN
A
J
G
WITH MITERED DRAIN O.A.E.
DAYLIGHT CURTAIN DRAIN
W P -2
-B -0
W P -2
-C -X
X X
X
P R
O P
O S
E D S
IT
E P
L A
N
H
K
K
K
K
K. 30" HYDROSPLITTER ENCLOSURE
J. DOSING TANK (7000 GAL) W/ LIFT STATION
I. CURTAIN DRAIN
H. NEW PIPE BYPASSING DECOMMISSIONED SAND FILTER
G. NEW PIPE BYPASSING DECOMMISSIONED SAND FILTER
F. SUBSURFACE DISPOSAL AREA 5 (704 LF TOTAL, 8 ROWS OF 88 LF)
E. SUBSURFACE DISPOSAL AREA 4 (800 LF TOTAL, 8 ROWS OF 100 LF)
D. SUBSURFACE DISPOSAL AREA 3 (800 LF TOTAL, 8 ROWS OF 100 LF)
C. SUBSURFACE DISPOSAL AREA 2 (800 LF TOTAL, 8 ROWS OF 100 LF)
B. SUBSURFACE DISPOSAL AREA 1 (528 LF TOTAL, 6 ROWS OF 88 LF)
A. 2-IN (DR 11) HDPE FORCE MAIN
KEYNOTES:
SEE NOTE 7
TEE
NOTE 5
SEE
SEE SHEET 67/19
CONTROL PANEL
ELEC. LINE FOR
60'0 30'
A M
N D
/2
/2
U D
P A
T E
D D
E S
IG
N
N O
T E
S A
N D K
E Y
N O
T E
S
LEACH CHAMBER.
8. CURTAIN DRAIN SHALL BE AT LEAST 15 FEET AWAY FROM ANY
SHEET Q3-67/17 FOR THRUST BLOCK DETAILS.
CHANGE IN DIRECTION IN THE PRESSURIZED PIPE. REFER TO
7. CONTRACTOR SHALL PROVIDE THRUST BLOCKS AT ANY
ACCORDANCE TO SPECIFICATION 33 30 00 SECTION 3.1.1.7.
6. INSTALL SEWERLINES THAT CROSS EXISTING WATERLINES IN
MAINTAINED BETWEEN ADJACENT TRENCH WALLS
5. A MINIMUM OF SIX (6) FEET OF UNDISTURBED EARTH SHALL BE
REGULATION 0400-48-01.
IS PRESENT AS IS SHOWN ON Q3-67/12. ADHERE TO TDEC
THAT LEACH FIELDS ARE WITHIN AREA WHERE THE RENOX SERIES
ADJUSTMENTS ARE NECESSARY, CONTRACTOR SHALL ENSURE
FOR SUBSURFACE DISPOSAL SYSTEMS IN THIS AREA. IF FIELD
4. SOILS CLASSIFIED AS THE RENOX SERIES ARE SUITABLE SOILS
LAND SURVEYING.
INTENSITY SOIL MAP COMPLETED BY HOLLAND
3. SOURCE OF SOIL INFORMATION FROM AN EXTRA HIGH
SYSTEM.
OVER THE SEPTIC TANK, FIELD LINES, OR OTHER PARTS OF THE
AND OTHER HEAVY VEHICLES SHALL NOT BE ALLOWED TO RUN
VEHICULAR TRAFFIC OR VEHICULAR PARKING. DOZERS, TRUCKS
2. THE AREA OF THE DISPOSAL FIELD SHALL NOT BE USED FOR
RECOMMENDATIONS.
1. ALL ITEMS ARE TO BE INSTALLED PER THEIR MANUFACTURER'S
NOTES:
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:5
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\P
R O
P O
S E
D S
IT
E P
L A
N
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
Top of
Flood- Contro l
Po ol (E lev . 6
N
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
E
A
B
C
ID LENGTH (FT) PIPE MAT.
A 2
B 3
C 6
D
E
HDPE
HDPE
PVC
PVC
PVC
DIA. (IN)
SEPTIC TANK
EXISTING
SEPTIC TANK
EXISTING
L A
Y O
U T
S E
W E
R L
IN
E L
E A
C H F
IE
L D
M B
P
M B
P
67/14A
SAND FILTER
EXISTING
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
B E
N L
R O
H R
B A
C H P .E
S E
W E
R L
IN
E A
N D L
E A
C H L
A Y
O U
T
W/ LIFT STATION
DOSING TANK
D
50 4
60'0 30'
2. REFER TO SHEET Q3-67/14B FOR DETAILED SEWER PIPE SCHEMATIC.
SHALL BE SCHEDULE 40.
1. PRESSURIZED PVC SHALL BE SCHEDULE 80. NON PRESSURIZED PVC
NOTES:
A M
N D
/2
/2
U P
D A
T E
D D
E S
IG
N T
A B
L E A
N D K
E Y
N O
T E
S
AMENDMENTP
lo t T im e
P lo t
D a te
F il e N a m e
:0
:0
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\S
E W
E R
L
IN
E A
N D L
E A
C H L
A Y
O U
T
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
DISCHARGE TO LAKE
SAND FILTER
EXISTING
SEPTIC TANK
EXISTING
SEPTIC TANK
EXISTING
COMFORT STATIONCOMFORT STATION
TANK
DOSING
7000 GAL.
LEACH FIELD CHAMBER
SEWER PIPING SCHEMATIC
NOT TO SCALE
INSPECTION PORT
2" HDPE PIPE (DR 11)
F L
O W
F L
O W
F L
O W
ROAD CROSSING
CAMPGROUND
S E
W E
R P
IP
IN
G S
C H
E M
A T
IC
M B
P
M B
P
67/14B
PVC PIPE, SCH. 40
4" DIAMETER
SEE DWG Q3-67/16
NEW LIFT STATION
SEE DWG Q3-67/16
NEW VALVES / VALVE BOX
READY TO ADVERTISE (RTA)
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
B E
N L
R O
H R
B A
C H P .E
S E
W E
R L
IN
E P
IP
IN
G S
C H
E M
A T
IC
FLOW FLOW
SEE TECH. SPECS FOR DETAILS
PRESSURE GAUGE -
BACKFLOW PREVENTER, AND
NEW FLOW METER,
EXISTING PIPE
FLEXIBLE HOSE
HYDROSPLITTER
GAUGE. SUBMIT PRODUCT DATA FOR APPROVAL.
6. SEE SPECIFICATIONS FOR THE REQUIREMENTS OF FLOW METER AND PRESSURE
BY THE CONTRACTOR ON THE SHOP DRAWINGS AND AS-BUILT DRAWINGS.
LINE CHANGES DIRECTION. LOCATION OF CLEAN-OUTS SHALL BE PROVIDED
CONCRETE (VALVE) BOX WILL BE PROVIDED BY THE CONTRACTOR WHEN GRAVITY
BY THE CONTRACTOR TO FIT FIELD CONDITION. CLEAN-OUT AND CLEAN-OUT
5. CONNECTION BETWEEN GRAVITY LINES AND DOSING TANK WILL BE DETERMINED
INSTRUCTIONS.
4. INSTALL AND ASSEMBLE LEACH FIELD CHAMBER SYSTEM PER MANUFACTURER'S
UNDER ROAD.
TO USE HDD ENSURE THAT PROVIDE PIPE SLEEVE FOR SEWER LINE CROSSING
3. NEW PIPE CAN BE INSTALLED VIA HDD OR TRENCHING. IF CONTRACTOR ELECTS
OFFICIALS - UNIFORM PLUMBING CODE (IAPMO - UPC).
WITH INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL
2. PROVIDE PVC CLEANOUTS, PLUGS, AND VALVE BOXES IN ACCORDANCE
ALL GRAVITY FED LINES SHALL BE AT LEAST SCHEDULE 40, PVC.
1. UNLESS OTHERWISE NOTED, ALL FORCE MAIN LINES SHALL BE HDPE DR 11.
NOTES:
TEE
A M
N D
/2
/2
A D
D E
D B
A C
K F
L O
W P
R E
V E
N T
E R
U P
D A
T E
D L
A Y
O U
T T
O M
A T
C H D
E S
IG
N
Q3-67/17A
SEE SHEET
ENCLOSURE.
HYDROSPLITTER
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:0
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\S
E W
E R
L
IN
E P
IP
IN
G S
C H
E M
A T
IC
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
RDWY
Q3
M B
P
M B
P
67/15
P
IP
E P
R O
F
IL
E S
B E
N L
R O
H R
B A
C H P .E
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
S E
W E
R L
IN
E P
R O
F
IL
E S .d g n
AMENDMENT
PIPE E
PIPE D
PIPE C
PIPE B
PIPE A
2. REFER TO SHEET Q3-67/14 FOR PLAN VIEW.
GROUND SURFACE. FIELD LINES ARE NOT SHOWN ON PROFILES.
CONTRACTOR SHALL PLACE PIPES TO A 30 INCHES BELOW
PIPES SHOWN ON PROFILES ARE FOR INFORMATIONAL PURPOSES.
1. PROFILES TO PROVIDE INFORMATION ON EXISTING GRADE.
NOTES:
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:1
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\S
E W
E R
L
IN
E P
R O
F
IL
E S .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
750750
750750
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
760760
760760
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
760760
760760
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
680680
680680
0+00 0+20 0+40 0+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
680680
680680
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
E L E
V A
T
IO
N
E L E
V A
T
IO
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
SHEET ID
NOT TO SCALE
GATE VALVE (TYP.)
CHECK VALVE (TYP.)
CLEANOUT
(TYP.)
NEW 3X2 WYE, SCH. 80
45 DEG. ELBOW (TYP.)
NEW 2" DIA., SCH. 80
Q3
M B
P
M B
P
67/16
P U
M P A
N D T
A N
K D
E T
A
IL
S
GATE VALVE
NEW 2" DIA. (DR 11) HDPE PIPE
PUMP SCHEDULE
LS-1
STATION
COMFORT 35 150 230V/60Hz/1ph
TAG NO. IDENTIFY ELECTRICAL
(HP)
MOTOR
(FT)
HEAD
(GPM)
FLOWRATE
SEE NOTES 5 AND 6
TANK ACCESS LID & RISER(TYP. )
SEWER
SANITARY
SEWER
SANITARY
FILTER
EFFLUENT
PLAN VIEW OF DOSING TANK
TYPICAL LIFT STATION - DOSING TANK LAYOUT
PIPE INLET
SEE NOTES 5 AND 6
& COVER WITH GASKET(TYP. )
LIFT OUT CHAINS
FROM RISERS
SLOPE SURFACE AWAY
VALVE BOX(TYP. )
GUIDE RAIL
CONDUIT
ELECTRICAL
GATE VALVE(TYP. )
PUMP OFF
LAG PUMP ON
HIGH WATER ALARM
CHECK VALVE(TYP. )
SPECIFICATION FOR COMPACTION REQUIREMENTS.
TANKS. SEE EXCAVATION AND BACKFILL
PLACEMENT FOUNDATION TYPICAL FOR ALL PLACED SEPTIC
COMPACT EXISTING SOIL(95% COMPACTION ) PRIOR TO
NEW COMPACTED 12" MINERAL AGGREGATE BASE FOUNDATION
SEE NOTE 10
FLOAT SWITCHES (TYP.)
SEE NOTES 1 AND 2
PUMPS(TYP. )
LEAD PUMP ON
SEE PLAN VIEW
VALVE BOX
PUMP (TYP. OF 2)
VALVE BOXDOSING TANK
7000 GAL
3 (MIN.)
READY TO ADVERTISE (RTA)
PLAN VIEW OF PUMPS AND VALVE BOX
B E
N L
R O
H R
B A
C H P .E
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
P U
M P A
N D T
A N
K D
E T
A
IL
S .d g n
A M
N D
/2
/2
U P
D A
T E
D P
U M
P S
H C
E D
U L E A
N D N
O T
E
DATA FOR APPROVAL.
10. PROVIDE LIFT-OUT RAIL SYSTEM FOR EACH PUMP FOR FAST AND EASY REMOVAL. SUBMIT PRODUCT
ON SHOP DRAWINGS FOR APPROVAL.
9. EXACT LEVELS FOR FLOAT SWITCHES SHALL BE DETERMINED BY THE CONTRACTOR AND SHOWN
TANK SHALL BE OF A TWO -COMPARTMENT TYPE.
TDEC SHALL INSPECT THE DOSING TANK DURING INSTALLATION PRIOR TO BACKFILLING. DOSING
8. DOSING TANK SELECTION AND INSTALLATION SHOULD BE IN ACCORDANCE TO TDEC 0400-48-01.
OF SEPTIC TANKS.
7. PROVIDE SHOP DRAWINGS THAT SHOW EXACT ELEVATIONS FOR INLET AND OUT CONNECTIONS
GOVERNMENT APPROVAL.
SHOP DRAWINGS WITH ACTUAL DIMENSIONS AND LAYOUT OF THE TANKS AND COMPONENTS FOR
6. THIS DRAWING IS A TYPICAL LAYOUT FOR LIFT STATION LOCATION. CONTRACTOR SHALL SUBMIT
LABEL.
5. ALL ACCESS LIDS, VALVE BOX COVERS, CLEANOUT COVERS, ETC. SHALL HAVE "SANITARY SEWER"
VALVE BOX AS SHOWN.
LIFT STATION PACKAGE. CHECK VALVES AND GATE VALVES SHALL BE LOCATED IN THEIR OWN
PUMP RAIL, FLOAT SWITCHES, ETC. TO BE LOCATED OUTSIDE OF THE DOSING TANK IN A SEPARATE
MANUFACTURER PRIOR TO PURCHASING THE DOSING TANK. IT IS ACCEPTABLE TO HAVE THE PUMPS, AND REMOVAL. CONTRACTOR SHALL VERIFY THE MIN. RISER DIAMETER WITH THE PUMP
4. RISER AND TANK ACCESS FOR DOSING TANK SHALL BE 30" (MIN.) FOR PUMP INSTALLATION
REQUIRED ACCESSORIES FOR ITS OPERATION AND INSTALLATION.
3. LIFT STATION WILL INCLUDE SUBMERSIBLE PUMPS, MOTOR, CONTROL, FLOAT SWITCHES, AND OTHER
OF TOTAL DYNAMIC HEAD AS A MINIMUM.
2. SELECTED PUMPS SHALL BE RATED 230V/60HZ/1PH. PUMP CAPACITY TO BE 35 GPM @ 150 FEET
BY THE PUMP MANUFACTURER.
1. EFFLUENT PUMPs OR GRINDER PUMPs SHALL BE FEASIBLE FOR OPERATIONS AS RECOMMENDED
NOTES:
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:1
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\P
U M
P A
N D T
A N
K D
E T
A
IL
S .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
12 INCHES MIN. NEW ASPHALT
EXISTING ASPHALT
ON EXISTING ASPHALT
PLACE FRESH SAW CUT
JOINT TAPER DETAIL
PAVEMENT VARIES
R.O.W.
EXISTING GRADE
DUCTILE IRON PIPE SLEEVE
NOT TO SCALE
4"12"12"MAX
6'-8'
MODEL C1 OR S1, OR EQUAL
ADVANCE PRODUCTS AND SYSTEMS
POLYETHELENE CASING SPACERS
AC OR EQUAL
PRODUCTS AND SYSTEMS
END SEAL - ADVANCED
DUCTILE IRON PIPE SLEEVE
Q3
M B
P
M B
P
67/17
CL
CL
.5
12"
D
6"
4"
NON-TRAFFIC OR GRAVEL AREA
12 INCHES OF GRAVEL
6 INCHES OF TOPSOIL OR
BACKFILL
TDOT NO. 10
TDOT NO. 10
CAMPGROUND ROAD TRENCH REPAIR
APPROVED EQUAL
HTR/HTR-11.10X19-OL CASING SPACERS OR
PSI MODEL CODE NUMBER
MANUFACTURERS RECOMMENDATIONS. USE
IN CASING PIPE WITH CASING SPACERS PER
PROPOSED CARRIER PIPE TO BE INSTALLED
CASING PIPE SPACER DETAIL
SECTION VIEW
LONGITUDINAL VIEW
TYPICAL CASING PIPE DETAIL
FLOWABLE FILL
(3000 PSI MIN.)
4" OF CLASS A - CONCRETE
READY TO ADVERTISE (RTA)
NOTES:
2. CASING PIPE SHALL EXTEND 5 FEET BEYOND DITCH LINE WHEN APPLICABLE.
1. CASING ONLY APPLICABLE IF CONTRACTOR ELECTS TO UTILIZE HDD TO INSTALL PIPELINE.
NOTES:
SPACERS MUST PREVENT PIPE BELL FROM RESTING ON CASING PIPE
NOTE:
B E
N L
R O
H R
B A
C H P .E
G M
U
W P -2
-B -0
W P -2
-C -X
X X
X
6"
4"
D
WARNING TAPE
TRACER WIRE &
WARNING TAPE
TRACER WIRE &
"3
NTS NTS
C
IV
IL
D
E T
A
IL
S o f .d g n
SEE DETAIL ON THIS DRAWING
PROVIDE PIPE SLEEVE IF HDD
OTHER OBSTRUCTION
WATERLINE, CONDUIT OR
UNLESS
OTHERWISE CLEAN COMPACTED
NOTEDEARTH FILL
CONCRETE, PAVEMENT
OR FINISHED GRADE
NOTE:
" FLAT2
12" X
IRON STRAP
SAME BLOCKING
AS OPPOSITE END
MIN. 8"
" THREADED4
RODS HEX NUTS
CONCRETE THRUST
BLOCK
NOT TO SCALE
45°
BEND
45°
BEND
45°
BEND
45°
BEND
UNDER OBSTRUCTIONS
SEWER LINE CROSSING
M
IN
A M
N D
/2
/2
4. SEE SPECIFICATION FOR REQUIREMENTS OF TRACER WIRE & WARNING TAPE.
31 00 00
ACCORDANCE TO SPECIFICATION
3. CONTRACTOR SHALL PLACE WIRE TRACING AND WARNING TAPE IN
TO CONSTRUCTION BEING DONE DURING OFFSEASON.
2. A ROAD CUT PERMIT AND A TRAFFIC CONTROL PLAN ARE NOT REQUIRED DUE
ACCORDING TO THIS STANDARD.
1. ALL STREET CUTS MUST BE REPAIRED IMMEDIATLY AFTER BACKFILLING AND
3. PLACE WIRE TRACING ABOVE NEWLY PLACED SEWERLINE.
REQUIRED.
TO SPECIFICATIONS.
1. MATERIALS AND INSTALLATION SHALL COMPLY WITH FEDER STATE AND LOCAL CODE REQUIREMENTS REFER
U P
D A
T E
D D
E T
A
IL
S A
N D N
O T
E S
C
IV
IL
D
E T
A
IL
S O
F
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN PAVEMENT LAYERS
NOTE:
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:2
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\C
IV
IL
D
E T
A
IL
S o f .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
NOT TO SCALE
48"
END CAP DETAIL
END CAP SIDE DETAIL
34"
12"
15" MIN. / 24" MAX
36"
PERMANENT SEEDING
Not to Scale o oo
45 WYE & REQUIRED BEND
CLEAN-OUT STACK
FINISHED GRADE
VARIES
NOT TO SCALE
PVC Enclosure
Not to Scale
3" X 3" TEE
BACKFILL
NATIVE
MOUNDED
Q3
6" CLEANOUT FRAME & COVER
SEE PIPE BEDDING DETAIL
UNLESS NOTED OTHERWISE)
(NON-TRAFFIC BEARING
(IF NEEDED)
45 OR 22 1/2 BELL & SPIGOT BEND
CLEAN OUT & CAP
PLASTIC BODY
4 STANDARD
FIELD SYSTEM, QUICK
SEWER CHAMBER
REIN. CONCRETE BLOCK
GATE VALVE
RESILIENT WEDGE
SEE TYP. TRENCH DETAILS
(NOT SHOWN)
CRUSHED STONE
FINISH GRADE
SEE TYP. TRENCH DETAILS
COMPACTED BACKFILL
LINE
SEWER
THIS DRAWING
SEE DETAIL
(GATE) VALVE BOX COVER
(GATE) VALVE BOX ASSEMBLY
2" SQUARE OPERATING NUT
FASTEN TO OPERATING NUT
STEM EXTENSION AS NEEDED,
NOT TO SCALE
SLOPE
12"
TOPSOIL
GRASS
STONE
AROUND ANGULAR
GEOTEXTILE ALL
ADS 601 NON-WOVEN
NOTED
SIZE AND SLOPE AS
PERFORATED PIPE,
#57 STONE
WASHED TDOT
EQUAL
OR APPROVED
VISQUEEN® 6MM
NOT TO SCALE
WOOD OR PLASTIC AND NOT ONE SUITABLE FOR METAL.
MAXIMUM SPACING OF 12" C-C. HOLES SHALL BE DRILLED WITH A BIT RATED FOR
3PERFORATED HDPE PIPE SHALL BE 6" AND HAVE 2.
ASTM D2321.
ALL PIPES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF1.
NOTES:
READY TO ADVERTISE (RTA)
WALLS.
3. A MINIMUM OF SIX (6) FEET OF UNDISTURBED EARTH SHALL BE MAINTAINED BETWEEN ADJACENT TRENCH
2. THE AREA OF THE DISPOSAL FIELD SHALL NOT BE USED FOR VEHICULAR TRAFFIC OR VEHICULAR PARKING.
GREATER THAN TWO (2) INCHES
1. THE BOTTOM OF THE TRENCHES AND THE DISTRIBUTION LINES SHALL HAVE A GRADE FROM LEVEL TO NO
NOTES:
W P -2
-B -0
W P -2
-C -X
X X
X
SIZE
PIPE
H1 H2
90° BENDS
3,4"
TAPPING SLEEVES,
TEES & PLUGS
SIZE
PIPE
TABLE OF DIMENSIONS
H1 H2 V D C.F.
2"
6"
8"
18"
24"
36"
10"
12"
16"
18"
12"
12"
18"
18"
18"
18"
18"
18"
1.9
2.25
3.5
5.05
48" 24" 18" 24" 7.1510"
24"
V D C.F.
18" 10" 12" 18" 1.92"
3,4" 24" 12" 12" 18"2.25
6"
8"
30"
39"
16"
18" 24"
18" 18"
18"
4.05
7.3
18"24"32"54"10" 10.25
45° BENDS
H1 H2 V D C.F.
2"
3,4"
6"
8"
18"
18"
24"
30"
6"
8"
10"
11"
12"
12"
16"
18" 18"
18"
18"
18"
1.5
1.6
3.2
3.95
H1 H2 V D C.F.
2"
3,4"
6"
8"
18"
18"
24"
24"
6"
8"
10"
11"
12"
12"
16"
18"
18"
18"
18"
18"
1.5
1.6
3.2
3.4
36" 18" 21" 18" 4.6
4.618"21"18"24"
10"
10"
SIZE
PIPE 22-1/2°&11-1/4° BENDS
SIZE
PIPE
H2
H1
TEE
D
D
ISOMETRIC VIEW
PLAN VIEW
H1
V
H2
H
BLOCK
CONCRETE THRUST
D
Not to Scale
HYDROSPLITTER ENCLOSURE DETAIL
TYPICAL CLEANOUT DETAIL
SEPTIC SYSYEM FIELD LINE DETAIL
CURTAIN DRAIN
TYPICAL GATE VALVE & VALVE BOX
HYDROSPLITTERS IN SERIES
INSPECTION PORT DETAIL
HYDROSPLITTER DETAIL
TYPICAL CONCRETE THRUST BLOCKING DETAIL
HYDROSPLITTERS SALIENT FEATURES
FLOW CONTROL DISC ORIFICES.
ILLUSTRATED IN TABLES AND MUST ALSO HAVE
1. SALIENT FEATURES OF HYDROSPLITTER
NOTES:
C
IV
IL
D
E T
A
IL
S o f .d g n
A D
D E
D S
H E
E T
U P
D A
T E
D D
E T
A
IL
S
A M
N D
/2
/2
FIBERGLASS COVER
AT TOP OF GRADE
67/17A
C
IV
IL
D
E T
A
IL
S O
F
M B
P
M B
P
F C
M
B E
N L R
O H
R B
A C
H P .E
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:3
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\C
IV
IL
D
E T
A
IL
S o f .d g n
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
ELECTRICAL NOTES:
22,000
EPB
SURFACE
SEE C201
A.I.C.
FED:
TYPE:
LOCATION
31120/240EPANEL
A
CONNECTED KVA
TOTAL CONNECTED LOAD:
PANEL SCHEDULE
V.A.C.
EQUIPMENT SERVED
CKT. BREAKER
TRIP
200 AMP MAIN
KVA / PHASE KVA / PHASE CKT. BREAKER
POLE WIRE A B C A B C TRIP POLE WIRE
CKT.
KVA AMPS
B C
0 W AMP FRAME
CKT.
NO. NO.
EXISTING
100 2
SPARE
PUMP CONTROL PANEL
100 2
#10
#1030 2
1.4
1.4
SPARE
EXISTING
PANEL
PUMP
CONTROL
EXISTING NEW
2-#2 COPPER
PANEL
Q3
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
L C
T
67/18
TANK
DOSING
G A
C
J A
G
READY TO ADVERTISE (RTA)
DUPLEX CONTROL PANEL STATION
B E
N L
R O
H R
B A
C H P .E
W P -2
-B -0
W P -2
-C -X
X X
X
E L E
C T
R
IC
A L C
O N
N E
C T
IO
N S .D
G N
E L E
C T
R
IC
A L C
O N
N E
C T
IO
N S
1 - 1 1/2" DIA. CONDUIT
120V/230V
1-#2 GND
TEMP. SWITCHES AND LEAK DETECTOR)
AND 1" DIA., 8 # 12 CONDUCTORS,
(2 CONDUITS, 1 1/2" DIA., 8 # 12 CONDUCTORS - FLOAT SWITCHES
CONTROL CONDUCTORS
POWER CONDUCTORS (2 CONDUITS OF 1" DIA., 3 # 8 CONDUCTORS, EACH )
200 AMP MAIN
SINGLE PHASE
"2
SATISFACTION OF THE ENGINEER
ORIGINAL CONDITION TO THE
SURFACE TO BE RESTORED TO
WARNING TAPE
COMPACTED SOIL
BACKFILL WITH
PLANS
CONSTRUCTION
AS INDICATED ON
CONDUIT DIAMETER
TRENCH
TYPICAL SINGLE CONDUIT
BOLTS.
STAINLESS STEEL CARRIAGE
PLATE. FASTEN WITH
" THICK ALUMINUM SUPPORT8
GRADE
NEMA 4 ENCLOSURE
DISCONNECT SWITCH (100 AMPS).
HIGH LEVEL ALARM
11/2" C
SECURE CONDUITS
GRADE
TO PUMPS - QUANTITY OF 1, 1" DIA. CONDUIT (FOR CONTROL CONDUCTORS)
" CONDUIT FOR FLOAT CABLES)2
1TO FLOAT CABLE - QUANTITY OF 1, (1
TO PUMPS - QUANTITY OF 2, 1" DIA. CONDUITS (FOR POWER CONDUCTORS)
FEEDER FROM PANEL
ANGLE FRAME
GALV. STEEL
" RIDGID8
32" X 2" X
PANEL
CONTROL
ELECTRICAL
CONCRETE AS INDICATED
INSTALL FRAME IN
BASE
TYPICAL CONCRETE
TDOT #10
MORE THAN ONE CONDUIT.
5. TRENCH DETAIL FOR MULTIPLE CONDUITS WILL BE SIMILAR. TRENCH WIDTH CAN BE INCREASED TO HOUSE
4. CONDUIT SIZE WILL BE VERIFIED BY THE CONTRACTOR TO BE COMPATIBLE WITH THE ELEC. EQUIPMENT.
3. SEE DRAWING Q3-67/17 FOR WETWELL DETAILS.
2. SEE DRAWING Q3-67/15 FOR SITE PLAN
ALL STATE AND LOCAL CODES.
1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, TO NFPA 72, CURRENT EDITIONS, AND
SEE NOTE 5
(NOT TO SCALE)
A M
N D
/2
/2
U P
D A
T E
D D
E T
A
IL
S
A D
D E
D T
R E
N C
H D
E T
A
IL
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\E
L E
C T
R
IC
A L C
O N
N E
C T
IO
N S .D
G N
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
W E
R
O B
E Y R
IV
E R C
A M
P G
R O
U N
D
D A
L E H
O L L
O W D
A M P
R O J E
C T
O B
E Y R
IV
/2
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
-3
T H A
V E S
O U
T H
67/19
E L E
C T
R
IC
A L P
L A
N
210 LF 2" PVC ELEC. CONDUIT
ELECTRIAL PANEL
CONNECT TO EXISTING
CONTROLLER
PUMP
UTILITY LOCATION.
TRACER WIRE SHALL BE INSTALLED FOR FUTURE 3.
ELECTRICAL LINES TO BE 18" BELOW GROUND SURFACE2.
ELECTRICAL LINES SHALL BE TRENCHED IN1.
NOTES:
N
E L E
C T
R
IC
A L S
IT
E P
L A
N .D
G N
J A
G
G A
C
J A
G
READY TO ADVERTISE (RTA)
B E
N L
R O
H R
B A
C H P .E
W P -2
-B -0
W P -2
-C -X
X X
X
P lo t T im e
P lo t
D a te
F il e N a m e
:0
:4
P
M
/2
/2 c u s e rs \h e c e m b p \d o c u m e n ts \p w \c e lr n \d
\E
L E
C T
R
IC
A L S
IT
E P
L A
N .D
G N
C
D
E
F
G
H
J
K
13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F
IL
E N
A M
E
P L
O T S
C A
L E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E M
A R
K D
E S
C R
IP
T
IO
N D
A T
E
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
S
IZ
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
36"
X
X
X
X
CHIEF, CIVIL DESIGN BRANCH
OMPUTER
IDED
RAFTING
C
A D
D
ESIGN &
12345
B
C
D
A
B
C
D
A
Graphic Scale
Drawn By:
Date:
Drawing
Number
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
NASHVILLE, TENNESSEE
Checked By:
US Army Corps of Engineers Nashville District
Record Drawing as constructed dated
Approved By:
ENGINEER
Scale:
REV. DESCRIPTION DATE APPROVED
REVISIONS
BY
CHIEF, ENGR. CONST. DIVISION
LS4A
LS3A
LS2A
LS1A
LD2
LD1
TS2
TS1
11109
11109 1T2
1T1
G
2T2
2T1
G
HORN
ALARM
1110987654321 121314151617181920
OL1M1CB1
CB2 M2 OL2
L2 L2
L1
L1
G
G
54321
L1
L2
G
LA
230 VOLT
SENSORS
MOTOR THERMAL
SL2
RESET
TR1
TD2
TD2
TS2
13 14 TD2
A
H A
O TD1 OL'S
M1
SS1
ETM
R
A
1-2 2-1
AUTO
CR1 CR2
ALT
ALT
O
AH TD2 OL'S
CR2
M2
SS1
ETM
R
LR4
CR3
RESET
CR4
CR3
CR3
CR4
R
CONTROL CABINETFIELD FIELD WET WELL
CB3 20A
120 VOLT GFI RECEPTACLE
CB4 20A T-STAT
PMR DLS 5A
TR1
CR1
LR1 LR2
CR1
CR2
LR3
TR1
TEST NOTC
(0-10 SEC)
CR2
SL1
SL1 RESET
7 8
SL1
RESET
TR1
TD1
TD1
SENSORS
MOTOR THERMAL
A
TS1
TD19 10
A
LR1
1 2
3 4
LR2
5 6
LR3
15 16
LR4
SL2
TEST
SL1 RESET
11 12
TAG
NUMBER LIFT STATION
MCB
60 AMP
2 POLE
SIZE 2
NEMA
1 PHASE
2 POLE
WITH PUMP
PROVIDED
CABLE
SUBMERSIBLE
5 H.P.
CONTROL
8-#12
1" C. WITH
PUMP NO.1
SCALE: NOT TO SCALE
CONTROL CABINET INNER DOOR LAYOUT
ALARM LIGHT
ALARM HORN
CB CB
PUMP NO.2
CBCB
ETM ETM
HAND AUTO
OFF
HAND AUTO
OFF
RUN
RR
RUN
OVERHEAT OVERHEAT
A A
RESET
OVERHEAT
RESET
OVERHEAT
SEAL LEAK SEAL LEAK
A A
TEST
SEAL LEAK
TEST
SEAL LEAK
RESET
SEAL LEAK
RESET
SEAL LEAK
RESET
ALARM
ALARM
LEVEL
HIGH
PUMP
LAG
START
PUMP
LEAD
START
PUMPS
STOP
NO. 1
PUMP
NO. 2
PUMP
PROBES
SEAL
PROBES
SEAL
TRANSFORMER
5 KVA CONTROL
HEATER
CONDENSATE
500W
1•" C
1-#2 GND
2-#2
100 AMP
2 POLE
240 VOLT
NEMA 3R
FUSES
ELEMENT
WITH DUAL
FUSE @ 100A
1•" C
1-#2 GND
2-#2
2-#8
1" C
1-#8 GND
2-#8
JDH
CUMBERLAND RIVER BASIN
NOT TO SCALE
CONTROL CABINET, SCHEMATIC, AND DETAIL
Q3-67/20
BEN L. ROHRBACH P.E.
AUGUST 2021
SANITARY WASTE SYSTEM
GAC
POWER PANEL
POWER FROM
AVAILABILITY OF THE PUMPS.
BE VERIFIED BY THE CONTRACTOR BASED ON THE
MECHANICAL DRAWINGS. SIZE OF PUMP MOTOR WILL NEED TO
6. ALL PUMP MOTORS SHALL BE AS SPECIFIED IN THE
CLASS I. DIVISION I GROUP D LOCATION.
5. THE LEVEL SENSING SYSTEM SHALL BE RATED FOR A
LD - LEAK DETECTION.
MODIFICATIONS AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
SPECIFIC PUMP MANUFACTURER'S REQUIREMENTS. THE
SCHEMATIC MAY NEED REVISIONS IN ORDER TO MEET A
4. THE SEAL LEAK AND MOTOR THERMAL SENSOR WIRING
3. PROVIDE RESET PUSH BUTTON FOR THERMAL OVERLOAD.
STAINLESS STEEL HINGES.
QUARTER TURN DOOR OR THUMB LATCH FASTENERS AND
2. INNER DOOR TO BE MANUFACTURED OF ALUMINUM WITH
GROUND.
1. PANEL GROUND TERMINAL MUST BE CONNECTED TO EARTH
NOTES:
JAG
OBEY RIVER CAMPGROUND
DALE HOLLOW RESERVOIR PROJECT
OBEY RIVER, TENNESSEE
CONDUCTORS
FLOAT
8-#12
1 1/2" C. WITH
| VICINITY MAP |
| GENERAL NOTES |
| EXISTING CONDITIONS |
| DEMOLITION PLAN |
| PROPOSED SITE PLAN |
| SEWERLINE & LEACH LAYOUT |
| SEWER PIPING SCHEMATIC |
| PIPE PROFILES |
| PUMP AND TANK DETAILS |
| CIVIL DETAILS 1&slash;2 |
| CIVIL DETAILS 2&slash;2 |
| ELECTRICAL CONNECTIONS |
| ELECTRICAL PLAN |
File details come from the government source that posted it. Updated .