W912P521B0015 Tplans RTA.pdf.pdf
PDF 6 MB Posted
- Attached to
- Obey River Sewer Line Replacement Federal contract opportunity
- Solicitation number
- W912P521B0015
About this file
This solicitation package includes specifications and drawings for the Obey River Campground Sewerline Replacement project. The scope of work involves selective clearing, partial removal of an existing sewerline, trench excavation, installation of PVC and PE plastic pipes and associated components, connection to an existing sewerline network, construction of a dosing tank, pump vault, leach fields, and other incidental work. A pre-bid site visit is scheduled for August 12, 2021, with registration required by that date. Questions regarding the solicitation must be submitted by August 20, 2021. Bids will be publicly opened on September 2, 2021 via video conference. The solicitation number is W912P521B0015 and is issued by the Department of the Army Corps of Engineers Engineering District Nashville.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P521B0015_TPlans-AMEND0001.pdf | ||
| 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 | ||
| TN Davis-Bacon Act WD_TN20210059.pdf | ||
| Obey River Bid Schedule.pdf | ||
| Site Visit Request Form.pdf | ||
| W912P521B0015 TSpecs RTA.pdf |
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Text version
Nashville District of Engineers
US Army Corps
Plans For
W912P5-21-B-0015
Cumberland River Basin
Certified Final Documents - RTA
July 2021
Dale Hollow Dam
Obey River
Monroe, TN
Submitted:
Michael B. Peck, E.I.
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations
Note:
Frank C. Mills, P.E.
Chief, Survey and Mapping Section
Approved:
Joanne E. Traicoff, P.E.
Deputy Chief, Engineering and Construction Division. Chief, Engineering Services Branch
Project Engineer
Approval Recommended:
Sewer Line Obey River Campground
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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
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P lo t
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A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
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P S O
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C H
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D A
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A M P
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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.
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.
ONCE ASPHALT PLANTS OPEN.
OPERATIONS SHALL BE COMPLETED AT EARLIEST CONVENIENCE
EXCLUDING PAVEMENT REPAIRS, BY APR 15, 2022. ANY PAVING
THE CONTRACTOR SHALL BE COMPLETE WITH ALL TASKS,
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.
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 lo t T im e
P lo t
D a te
F il e N a m e
:5
:0
P
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/8 /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
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A SHEET ID
US Army Corps of Engineers
U .S
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M Y C
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F
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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
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N S
30'
SCALE:1"=30'
60'0
B
B
A
C
C
C
C. CONCRETE PAD
B. SEPTIC TANK
A. SAND FILTER
KEYNOTES:
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
:5
:1
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IO
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G
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13121110987654321
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A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
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P S O
F E
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IN
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F
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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
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IV
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SHEET ID
U .S
A R
M Y C
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P S O
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Q3
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67/13
D E
M O
L
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IO
N P
L A
N
LIMITS
CLEARING
A
B
B
C
& RETAINING WALL
HOUSE (BLDG #6)
EXISTING BATH
PAVEMENT
EDGE OF
SEWERLINE CROSSING
PAVEMENT FOR
DEMO SECTION OF
HOUSE (BLDG #5)
EXISTING BATH
E
D
READY TO ADVERTISE (RTA)
B E
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N
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 AND CONCRETE REMOVED DURING DEMOLITION
NOTES:
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:
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
:5
:2
P
M
/8 /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
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O L
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IO
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N
C
D
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F
G
H
J
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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
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R S
F
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Po ol (E lev . 6
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67/14
.0 ft M
IN
CLEAN-OUT
INSTALL
PAVEMENT
EDGE OF
& RETAINING WALL
HOUSE (BLDG #6)
EXISTING BATH
CLEAN-OUT
INSTALL
(BLDG #5)
HOUSE
EXISTING BATH
CONTROL PANEL
ELEC. LINE FOR
READY TO ADVERTISE (RTA)
B E
N L
R O
H R
B A
C H P .E
G M
U
SHEET Q3-67/17 FOR THRUST BLOCK DETAILS.
CHANGE IN DIRECTION IN THE PRESSURIZED PIPE. REFER TO
9. CONTRACTOR SHALL PROVIDE THRUST BLOCKS AT ANY
ONE (1) FOOT VERTICALLY ABOVE THE TIGHT LINE.
SIDE OF THE TIGHT LINE) AND THE WATER LINE IS A MINIMUM OF
PIPE OR EQUIVALENT (A MINIMUM OF TEN (10) FEET ON EITHER
CONTINUOUS TWENTY (20) FEET SECTION OF SCHEDULE 40 PVC
DISPOSAL FIELD PROVIDED THE WATER LINE IS SLEEVED IN A
TIGHT LINE LEADING FROM A SEPTIC TANK OR DOSING TANK TO A
MAY CROSS, BUT NOT BE LOCATED IN THE SAME TRENCH WITH, A
UNDER THE SUBSURFACE SEWAGE DISPOSAL FIELD. WATER LINES
8. WATER LINES SHALL NOT CROSS, PASS THROUGH, OR GO
MUST BE DISPOSED OF AT AN APPROVED FACILITY.
7. MATERIAL EXCAVATED OUT OF THE EXISTING SAND FILTER
MAINTAINED BETWEEN ADJACENT TRENCH WALLS
6. A MINIMUM OF SIX (6) FEET OF UNDISTURBED EARTH SHALL BE
INFILTRATION IS GREATER THAN 75 MPI.
5. NO LEACH FIELD SHALL BE PLACED WHERE SOIL
LAND SURVEYING.
INTENSITY SOIL MAP COMPLETED BY HOLLAND
4. SOURCE OF SOIL INFORMATION FROM AN EXTRA HIGH
OF THE SYSTEM.
TO RUN OVER THE SEPTIC TANK, FIELD LINES, OR OTHER PARTS
TRUCKS AND OTHER HEAVY VEHICLES SHALL NOT BE ALLOWED
USED FOR VEHICULAR TRAFFIC OR VEHICULAR PARKING. DOZERS,
3. THE AREA OF THE DISPOSAL FIELD SHALL NOT BE
BELOW GROUND SURFACE.
GRAVITY FLOW TO LEACH CHAMBERS AND BE INSTALLED 6"
BOX SHALL BE LOCATED AT THE HIGHEST POINT TO ALLOW
OF DISTRIBUTION BOX PRIOR TO INSTALLATION. DISTRIBUTION
DISTRIBUTION BOX. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
2. CONTRACTOR SHALL PROVIDE A 5-OUTLET WITH BAFFLE
RECOMMENDATIONS.
1. ALL ITEMS ARE TO BE INSTALLED PER THEIR MANUFACTURER'S
NOTES:
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. 6 OUTLET WITH BAFFLE DISTRIBUTION BOX
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:
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:3
P
M
/8 /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
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F
G
H
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13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
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IN
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F
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P L
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C A
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C R
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Po ol (E lev . 6
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O L L
O W D
A M P
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P S O
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T H A
V E S
O U
T H
G H
A
B
C
D
E
F I
ID LENGTH (FT) PIPE MAT.
G 4
H 50 4
A 2
B 3
C 67 3
D 67 3
E 3
F 6
PVC
PVC
HDPE
PVC
PVC
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
OTHERWISE
1. ALL PVC SHALL BE SCHEDULE 40 UNLESS COR DIRECTS
NOTES:
SAND FILTER
EXISTING
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 A
N D L
E A
C H L
A Y
O U
T
W/ LIFT STATION
DOSING TANK
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:3
P
M
/8 /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
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
DISCHARGE TO LAKE
SAND FILTER
EXISTING
SEPTIC TANK
EXISTING
SEPTIC TANK
EXISTING
COMFORT STATIONCOMFORT STATION
BOX
DIST.
TANK
DOSING
7000 GAL.
LEACH FIELD CHAMBER
DROP BOX
SEWER PIPING SCHEMATIC
NOT TO SCALE
INSPECTION PORTREAR (LOOP) MANIFOLD
2" HDPE PIPE (DR 11)
PVC PIPE
EXISTING 4" DIAMETER
FLOWFLOW
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
GAUGE. SUBMIT PRODUCT DATA FOR APPROVAL.
7. 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
6. CONNECTION BETWEEN GRAVITY LINES AND DOSING TANK WILL BE DETERMINED
INSTRUCTIONS.
5. INSTALL AND ASSEMBLE LEACH FIELD CHAMBER SYSTEM PER MANUFACTURER'S
UNDER ROAD.
TO USE HDD ENSURE THAT PROVIDE PIPE SLEEVE FOR SEWER LINE CROSSING
4. NEW PIPE CAN BE INSTALLED VIA HDD OR TRENCHING. IF CONTRACTOR ELECTS
SUBMIT THEIR DESIGN FOR APPROVAL IF THIS METHOD IS PREFERRED.
AS MID-LINE CONNECTION OVER DROP BOX METHOD. CONTRACTOR SHALL
3. CONTRACTOR MAY ELECT TO USE THE LEACH CHAMBER ALL-IN-ONE ENDCAP
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:
SEE TECH. SPECS FOR DETAILS
PRESSURE GAUGE -
NEW FLOW METER AND
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
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:4
P
M
/8 /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
DISTRIBUTION BOX
RDWY
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
PIPE FROM DIST. BOX TO SUBSURFACE DRAIN AREA 1 (PIPE B)
PIPE FROM DIST. BOX TO SUBSURFACE DRAIN AREA 2 (PIPE C)
PIPE FROM DIST. BOX TO SUBSURFACE DRAIN AREA 3 (PIPE D)
PIPE FROM DIST. BOX TO SUBSURFACE DRAIN AREA 4 (PIPE E)
PIPE FROM DIST. BOX TO SUBSURFACE DRAIN AREA 5 (PIPE F)
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
PROPOSED SANITARY SEWER LINE
TOP OF GROUND
TOP OF GROUND
TOP OF GROUND
TOP OF GROUND
LINE
SANITARY SEWER
PROPOSED
PROPOSED SANITARY SEWER LINE
SEWER LINE
PROPOSED SANITARY
Q3
M B
P
M B
P
67/15
P
IP
E P
R O
F
IL
E S
4. REFER TO SHEET Q3-67/14 FOR PLAN VIEW.
DISTRIBUTION BOX.
3. CONTRACTOR SHALL SUBMIT PROPOSED CONNECTION PLAN FOR
DISTRIBUTION BOX, BEGINS FROM DISTRIBUTION BOX.
2. ALL PIPES' STATIONING, EXCEPT PIPE FROM DOSING TANK TO
GROUND SURFACE. FIELD LINES ARE NOT SHOWN ON PROFILES.
CONTRACTOR SHALL PLACE PIPES TO A MINIMUM 30 INCHES BELOW
PIPES SHOWN ON PROFILES ARE FOR INFORMATIONAL PURPOSES.
1. PROFILES TO PROVIDE INFORMATION ON EXISTING GRADE.
NOTES:
READY TO ADVERTISE (RTA)
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
PIPE FROM DOSING TANK TO DISTRIBUTION BOX (PIPE A)
NEW PIPE BYPASSING DECOMMISSIONED SAND FILTER (PIPE G)
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:5
P
M
/8 /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
670670
670670
0+00 0+20 0+40 0+60 0+80 1+00 1+20E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
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
STATION
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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
750750
750750
0+00 0+20 0+40 0+60 0+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
750750
750750
0+00 0+20 0+40 0+60 0+80
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
750750
750750
E L E
V A
T
IO
N
E L E
V A
T
IO
N
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
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
700 700
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
STATION
690 690
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 40 150 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
DATA FOR APPROVAL.
11. PROVIDE LIFT-OUT RAIL SYSTEM FOR EACH PUMP FOR FAST AND EASY REMOVAL. SUBMIT PRODUCT
ON SHOP DRAWINGS FOR APPROVAL.
10. EXACT LEVELS FOR FLOAT SWITCHES SHALL BE DETERMINED BY THE CONTRACTOR AND SHOWN
BE OF A TWO -COMPARTMENT TYPE.
INSPECT THE DOSING TANK DURING INSTALLATION PRIOR TO BACKFILLING. DOSING TANK SHALL
9. DOSING TANK MANUFACTURER AND TYPE MUST BE FROM THOSE APPROVED BY TDEC. TDEC SHALL
OF SEPTIC TANKS.
8. 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
7. THIS DRAWING IS A TYPICAL LAYOUT FOR LIFT STATION LOCATION. CONTRACTOR SHALL SUBMIT
LABEL.
6. 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
5. RISER AND TANK ACCESS FOR DOSING TANK SHALL BE 30" (MIN.) FOR PUMP INSTALLATION
BY PARK RANGERS OR CAMPGROUND PERSONNEL.
4. A BIOTUBE FILTER WILL NOT BE PERMISSIBLE. INTENTION IS TO MINIMIZE CLEANING FREQUENCY
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:
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
P lo t T im e
P lo t
D a te
F il e N a m e
:5
:0
P
M
/8 /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
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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
C
IV
IL
D
E T
A
IL
S .d g n
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
o oo
45 WYE & REQUIRED BEND
CLEAN-OUT STACK
FINISHED GRADE
VARIES
NOT TO SCALE
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
SEPTIC SYSYEM FIELD LINE DETAIL
BACKFILL
NATIVE
MOUNDED
Q3
M B
P
M B
P
67/17
C
IV
IL
D
E T
A
IL
S
6" CLEANOUT FRAME & COVER
CL
CL
NON-TRAFFIC OR GRAVEL AREA
.5
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
ACCORDANCE TO SPECIFICATION 31 00 00
4. CONTRACTOR SHALL PLACE WIRE TRACING AND WARNING TAPE IN
RIDING CHARACTERISTICS AND THE STABILITY OF THE PAVEMENT.
RESURFACING BEYOND THE LIMITS OF THE REPAIR TO ENSURE THE PROPER
3. WHERE, LONGITUDINAL CUTS ARE MADE, THE RIGHT TO REQUIRE ADDITIONAL
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
TYPICAL CLEANOUT DETAIL
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
TYPICAL GATE VALVE & VALVE BOX
DETAIL
INSPECTION PORT
4 STANDARD
FIELD SYSTEM, QUICK
SEWER CHAMBER
FLOWABLE FILL
(3000 PSI MIN.)
4" OF CLASS A - CONCRETE
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,
H2
H1
TEE
D
D
H1 H2 V D C.F.
TAPPING SLEEVES,
TEES & PLUGS
TABLE OF DIMENSIONS
2"
3,4"
6"
8"
18"
24"
24"
36"
10"
12"
16"
18"
12"
12"
18"
18"
18"
18"
18"
18"
1.9
2.25
3.5
5.05
90° BENDS
H1 H2 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
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
48" 24"18" 24" 7.15
18"24"32"54"
36" 18"21" 18"4.6
4.618"21"18"24"
10"
10"
10"
10"
10.25
SIZE
PIPE22-1/2°&11-1/4° BENDS
SIZE
PIPE
SIZE
PIPE
SIZE
PIPE
ISOMETRIC VIEW
PLAN VIEW
H1
V
H2
H
BLOCK
CONCRETE THRUST
D
BLOCKING DETAIL
TYPICAL CONCRETE THRUST
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
CURTAIN DRAIN
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)
NOTES:
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:
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:
2. NO. 9 REBAR SPACED 8" O.C.
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN ASPHALT LAYERS
NOTE:
B E
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B A
C H P .E
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W P -2
-B -0
W P -2
-C -X
X X
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P lo t
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13121110987654321
B
A SHEET ID
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
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IN
E E
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F
IL
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A M
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P L
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C A
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A R
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C R
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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
200 AMP
120/230
PUMP
CONTROL
EXISTING NEW
1-#10 GND
2-#10 COPPER
PANEL
1- 1" CONDUIT
8-#10 COPPER
1-#12 GND
2-#12 COPPER
POWER CONDUCTORS
CONTROL CONDUCTORS
2 EACH:
1- 1" CONDUIT
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
J A
G
67/18
TANK
DOSING
HIGH LEVEL ALARM
NEMA 4 ENCLOSURE
DISCONNECT SWITCH.
1‚" C
SECURE CONDUITS
GRADE
PANEL
CONTROL
ELECTRICAL
ANGLE FRAME
GALV. STEEL
2" X 2" X …" RIDGID
CONCRETE AS INDICATED
INSTALL FRAME IN
BASE
TYPICAL CONCRETE
FOR FLOAT CABLES)
FEEDER, 1•" CONDUIT
TO PUMPS (2" CONDUIT PUMP
FEEDER FROM PANEL
BOLTS.
STAINLESS STEEL CARRIAGE
PLATE. FASTEN WITH
…" THICK ALUMINUM SUPPORT
GRADE
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
G A
C
J A
G
READY TO ADVERTISE (RTA)
DUPLEX CONTROL PANEL STATION
B E
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W P -2
-B -0
W P -2
-C -X
X X
X
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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
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A R
K D
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C R
IP
T
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N D
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D E
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IG
N E
D B
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D R
A W
N B
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C H
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K E
D B
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D B
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C O
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N N
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U E D
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W E
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O B
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IV
E R C
A M
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D A
L E H
O L L
O W D
A M P
R O J E
C T
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IV
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N A
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T H A
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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
:5
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/8 /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
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A L S
IT
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L A
N .D
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G
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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
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C T N
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| COVER SHEET |
| 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 |
| ELECTRICAL CONNECTIONS |
| ELECTRICAL PLAN |
| 2021-07-08T14:02:12-0500 | |
| PECK.MICHAEL.B.1404275280 |
| 2021-07-08T14:20:37-0500 | |
| MILLS.FRANK.CROUTHERS.1241224640 |
| 2021-07-09T11:55:09-0500 | |
| TRAICOFF.JOANNE.E.1230638256 |
File details come from the government source that posted it. Updated .