W912P518B0010_TPlans_AMD01_Part1.pdf
PDF 33 MB Posted
- Attached to
- Center Hill Dam Site Restoration Project
- Solicitation number
- W912P518B0010
About this file
Technical Plans Part 1
View the file
Other files
Show all 20
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps a u t o t im e
ID
Sheet of Engineers
US Army Corps
AMENDMENT
0 0
A N
S I
D
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
F C
M
/2
/2
J H
F C
M
F C
M S
IT
E R
E S
T O
R A
T
IO
N
G E
N E
R A
L
C E
N T
E R H
IL
L D
M
N
S
H V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
G-101
A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IN
D
E X O
F D
R A
W
IN
G S
N A
S H
V
IL
L E T
N
WATER LINE ROUTING THROUGH THE DAMQ4-CHSR PL-301
PROFILE OF EXISTING WATER LINE THROUGH THE DAMQ4-CHSR PL-300
ROADWAY PARAPET EROSION REPAIRQ4-CHSR CT-502
TRANSITION SLAB DETAILSQ4-CHSR CT-501
TRENCH DRAIN AND PAVING SURFACE DETAILSQ4-CHSR CT-500
HWY 96 MILLING AND PAVINGQ4-CHSR CT-100
WATER LINE REPLACEMENTGENERAL
WORK PLATFORM STABILIZATION
EISENHOWER PARK RESTORATION
CONTRACTOR WORK LIMITS & HAUL ROUTESQ4-CHSR_C-102
CHSR OVERALL SITE PLANQ4-CHSR_C-100
INDEX OF DRAWINGSQ4-CHSR_G-101
LOCATION AND VICINITY PLANQ4-CHSR_G-100
Cover Sheet for the Center Hill Site Restoration ContractQ4-CHSR_COVER
HIGHWAY 96 RESURFACING
CONSTRUCTION LOG AND CORE BOX DIAGRAMQ4-CHSR B-600
MONUMENT PROTECTION DETAILSQ4-CHSR B-500
WORK PLATFORM CROSS SECTIONS SHEET 2 OF 2Q4-CHSR B-201
WORK PLATFORM CROSS SECTIONS SHEET 1 OF 2Q4-CHSR B-200
WORK PLATFORM EXCAVATIONQ4-CHSR_B-105
WORK PLATFORM DEMOLITIONQ4-CHSR_B-104
INSTRUMENTS SHEET 4 OF 4Q4-CHSR B-103
INSTRUMENTS SHEET 3 OF 4Q4-CHSR B-102
INSTRUMENTS SHEET 2 OF 4Q4-CHSR_B-101
INSTRUMENTS SHEET 1 OF 4Q4-CHSR B-100
W P
B
CAMPGROUND ELECTRICAL DIAGRAMQ4-CHSR_RE-600
WEIR NOTESQ4-CHSR SE-502
WEIR DETAILS SHEET 2 OF 2Q4-CHSR SE-501
WEIR DETAILS SHEET 1 OF 2Q4-CHSR SE-500
QUARRY SPRING AREA RESTORATION DETAILSQ4-CHSR CE-900
DAILY CAMPGROUND WEIRFLOWQ4-CHSR_CE-600
WOODEN GUARDRAIL DETAILSQ4-CHSR_CE-502
RCP DETAILSQ4-CHSR CE-501
CUSTOM END WALL DETAILSQ4-CHSR CE-500
HWY 141 PAVEMENT DETAILSQ4-CHSR CE-301
HWY 141 CROSS SECTIONSQ4-CHSR CE-300
CHANNEL EXCAVATION PLAN, PROFILE, AND SECTIONQ4-CHSR CE-104
HWY 141 CULVERT REPLACEMENT FINAL SITE RESTORATION WORKQ4-CHSR CE-103
HWY 141 CULVERT REPLACEMENT PLAN AND PROFILEQ4-CHSR CE-102
EXCAVATION PLANQ4-CHSR CE-101
DEMOLITION PLAN
HWY 141 CULVERT REPLACEMENT SITE, UNWATERING, AND Q4-CHSR CE-100
QUARRY SPRING RESTORATION
PICNIC SPRINGS CULVERT REPLACEMENT AND
CAST-IN-PLACE STAIRWAY DETAILSQ4-CHSR_CR-508
4FT X 8FT CATCH BASIN DETAILSQ4-CHSR_CR-507
REINFORCED CONCRETE PIPE DETAILSQ4-CHSR_CR-506
CATCH BASIN DETAILSQ4-CHSR_CR-505
PRECAST BOATRAMP DETAILSQ4-CHSR CR-504
SIGN INDEXQ4-CHSR CR-503
PARKING SECTIONS AND DETAILSQ4-CHSR CR-502
CORRUGATED PIPE DETAILQ4-CHSR CR-501
TRENCH DRAIN DETAILSQ4-CHSR CR-500
SIGN AND STRIPING PLANQ4-CHSR CR-111
LEFT RIM CUT DRAINAGE IMPROVEMENTSQ4-CHSR CR-110
EISENHOWER PARK STAIRS AND RAMP PROFILEQ4-CHSR_CR-202
EISENHOWER PARK STAIRS AND RAMP PLANQ4-CHSR_CR-109
EISENHOWER PARK SIDEWALK SECTIONSQ4-CHSR CR-108
TN HWY 96 PARKING REHABILITATIONQ4-CHSR CR-107
BOAT RAMP ACCESS PARKING CONFIGURATIONQ4-CHSR CR-106
HWY 96 ENTRANCE TO BOAT RAMP - PLAN & PROFILEQ4-CHSR CR-105
ACCESS RAMP SECTIONSQ4-CHSR CR-201
EISENHOWER PARK ACCESS RAMP PLAN AND PROFILEQ4-CHSR CR-104
BOAT RAMP TYPICAL SECTIONSQ4-CHSR CR-200
EISENHOWER PARK BOATRAMP PLAN AND PROFILEQ4-CHSR CR-103
EISENHOWER PARK EXCAVATION PLANQ4-CHSR CR-102
EISENHOWER PARK FINAL SITE LAYOUT/CONFIGURATIONQ4-CHSR CR-101
EISENHOWER PARK DEMOLITIONQ4-CHSR CR-100
BORING DATA SHEET 2 OF 2Q4-CHSR BR-102
BORING DATA SHEET 1 OF 2Q4-CHSR BR-101
EISENHOWER PARK PARKING LOT LIGHTING DETAILSQ4-CHSR CI-103
EISENHOWER PARK SIDEWALK LIGHTSQ4-CHSR CI-102
HIGH MAST LIGHTING FOUNDATION DETAILSQ4-CHSR CI-101
HIGH MAST LIGHT DETAILSQ4-CHSR CI-100
LIGHTING CONTROL PANEL SCHEMATICSQ4-CHSR E-603
PUMP CONTROLS SCHEMATICQ4-CHSR E-602
COMFORT STATION ELECTRICAL DETAILQ4-CHSR E-601
SINGLE LINE DIAGRAMQ4-CHSR E-600
ELECTRICAL MANHOLE AND DUPLEX CONTROL PANEL STATIONQ4-CHSR E-503
ELECTRICAL DUPLEX STATIONQ4-CHSR E-502
ELECTRICAL DETAILS SHEET 2 OF 2Q4-CHSR E-501
ELECTRICAL DETAILS SHEET 1 OF 2Q4-CHSR E-500
LUMINAIRE LAYOUTQ4-CHSR E-101
ELECTRICAL GENERAL LAYOUTQ4-CHSR E-100
LIGHTING/ELECTRICAL NOTESQ4-CHSR E-001
SEWER LINE SCHEMATIC DIAGRAMQ4-CHSR CU-600
PIPE CASING DETAILSQ4-CHSR CU-504
GATE VALVE BOX DETAILQ4-CHSR CU-503
SEWER & WATER LINE PIPE TRENCHING DETAILSQ4-CHSR CU-502
SEPTIC AND DOSING TANK CONFIGURATIONQ4-CHSR CU-501
LIFT STATION DETAILSQ4-CHSR CU-500
SEWER LINE LAYOUT PLANQ4-CHSR CU-101
SEWER LINE OVERALL PLANQ4-CHSR CU-100
COMFORT STATION FOUNDATION & FLOOR DRAIN DETAILSQ4-CHSR SR-204
COMFORT STATION SIDE ELEVATIONSQ4-CHSR SR-203
COMFORT STATION FRONT & REAR ELEVATIONSQ4-CHSR SR-202
COMFORT STATION INTERIOR ELEVATIONSQ4-CHSR SR-201
WASTE, VENT AND WATER PIPING PLANQ4-CHSR_SR-102
COMFORT STATION PLUMBING PLAN AND DETAILSQ4-CHSR_SR-101
COMFORT STATION PLANQ4-CHSR SR-100
DAILY LAKE ELEV. MAXIMUM, MINIMUM, MEDIAN 2008-2017Q4-CHSR CR-602
DAILY LAKE ELEVATION OBSERVED 2008-2017Q4-CHSR CR-601
GUARDRAIL END TREATMENTQ4-CHSR C-505
WORK PLATFORM GUARDRAIL DETAILSQ4-CHSR C-504
STANDARD GUARDRAIL DETAILSQ4-CHSR C-503
COMFORT STATION SITE DETAILSQ4-CHSR C-502
SQUARE TUBE SWING GATE DETAILSQ4-CHSR C-501
COURTESY DOCK DETAILSQ4-CHSR CR-902
PICNIC SHELTERQ4-CHSR CR-901
CURB RAMP DETAILSQ4-CHSR_CR-510
CURB RAMP DETAILSQ4-CHSR_CR-509
F C
M A
D D
E D D
R A
W
IN
G C
G -1
/2
/1
GROIN ARTICULATED CONCRETE BLOCK DETAIL SHEETQ4-CHSR CG-500
GROIN CROSS SECTIONS STA 6+75 TO STA 8+32Q4-CHSR CG-205
GROIN CROSS SECTIONS STA 4+75 TO STA 6+50Q4-CHSR CG-204
GROIN CROSS SECTIONS STA 3+25 TO STA 4+50Q4-CHSR CG-203
GROIN CROSS SECTIONS STA 1+75 TO STA 3+00Q4-CHSR CG-202
GROIN CROSS SECTIONS STA 0+00 TO STA 1+50Q4-CHSR CG-201
GROIN TYPICAL SECTIONSQ4-CHSR CG-200
GROIN AND NEW CORPS BUILDING FOOTPRINTQ4-CHSR CG-106
HIGH BERM ACCESS SHOWING INSTRUMENTSCG-105 Q4-CHSR
LOWER ACCESS RAMP PLAN AND DETAILQ4-CHSR CG-104
TYPICAL BERM ACCESS LAYOUTQ4-CHSR CG-103
UPPER GROIN ACCESSQ4-CHSR CG-102
GROIN ARTICULATED BLOCK PLAN & PROFILEQ4-CHSR CG-101
GROIN STRIPPING AND DEMOLITIONQ4-CHSR CG-100
F C
M A
D D
E D D
R A
W
IN
G C
G -1
/0
/1
FILE NAME DRAWING TITLE
EISENHOWER PARK RESTORATION (continued)
GROIN REPAIR
FILE NAME DRAWING TITLE FILE NAME DRAWING TITLE
N
S I
D
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
S H
E E
T O
F
W O
R K P
L A
T F
O R
M S
T A
B
IL
IZ
A T
IO
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
Q -C
H S
R
B -2
.d g n
K A
K
M M
L
S
IT
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
A M
40'
SCALE:1''=20'
0 20'10'
9 INCHES BEDDING STONE
3.5 FT
B-200
C R
O S
S S
E C
T
IO
N S
W O
R K P
L A
T F
O R
M
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EL. 681 BENCH
APPROX. SAWCUT LOCATION
N A
S H
V
IL
L E T
N
SLAB REMOVAL APPROX. LIMITS
APPROX. 6 FEET
(SEE NOTE 1)
3.5 FEET OF STONE PROTECTION
DRAWINGS
SEE REFERENCE
EXISTING 16 IN. SLAB
WITH A 3FT THICKNESS MINIMUM
EXISTING RIPRAP THICKNESS VARIES
AREA TO BE EXCAVATED
HATCHED AREA REFLECTS
33.7ft
SEE SHEET B-105
BARRIER WALL CL/QA ALIGNMENT
31.2ft
33.7ft
33.2ft
33.0ft
DAM BASELINE = 0 (SEE SHEET C-100)
STOCKPILING PLAN, IF APPLICABLE.
3. SUBMIT PROPOSED WORK PLAN FOR DAM WORK PLATFORM EXCAVATION TO INCLUDE PROPOSED STONE
DRAWING CR-102 FOR APPROXIMATE LIMITS OF PULVERIZED CONCRETE.
MORE THAN FOUR FEET ABOVE EXISTING GROUND AND NO CLOSER THAN 40 FEET TO THE EXISTING TOP OF SLOPE. SEE
IN LOCATIONS WHERE THE EXISTING SLAB HAS BEEN DESIGNATED TO BE PULVERIZED. RECOVERED STONE WILL BE PILED NO
PLATFORM. THE CONTRACTOR WILL BE PERMITTED TO STOCKPILE THE RECOVERED STONE IN THE FORMER LAYDOWN AREA
2. THE STONE RECOVERED STONE PROTECTION WILL NOT BE PERMITTED TO BE STOCKPILED ON THE DAM WORK
THE DAM FACE. PLACE STONE ON THE SLOPE IN ACCORDANCE WITH THE SECTIONS.
CLASS C MACHINED RIPRAP FOR ANY ADDITIONAL STONE PROTECTION QUANTITIES REQUIRED FOR UPSTREAM STONE PROTECTION ON
1. THE CONTRACTOR SHALL RECOVER AND REUSE THE EXISTING STONE PROTECTION ON THE FACE OF THE DAM. USE TDOT
NOTES:
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
14+50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
15+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
E L E
V A
T
IO
N
16+00 (TYPICAL)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
AMENDMENT
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
17+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
18+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
19+00
E L E
V A
T
IO
N
U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
/2
/2
M
F C
M
F
IT
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-C
H S
R
C R -1
.d g n
D E
M O
L
IT
IO
N P
L A
N
CR-100
N
WITH CONCRETE SLAB
BE REMOVED ALONG
EXISTING PAVILION TO
TO BE REMOVED
EXISTING BOATRAMP
REMAINING SLAB OF
40'
SCALE:1"=40'
80'0
FOUNDATIONS TO REMAIN
EXISTING SLURRY TANK
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
GUARDRAIL TO BE REMOVED IN PREPARATION FOR REPLACEMENT
RETAINING WALL TO REMAIN
EXISTING UPHILL SIDE
WITH SLAB TO BE REMOVED;
EXISTING COMFORT STATION
ALIGNMENT TO BE REMOVED
PAVEMENT FROM OLD ROADWAY
EXISTING CURB TO BE REMOVED
N A
S H
V
IL
L E T
N
SHOULDER LINE.
JOINT APPROXIMATELY 3 FEET FROM THE ROADWAY
PLACEMENT OVERLAY; MILL TO THE ROADWAY SHOULDER
BASE MATERIAL IN PREPARATION FOR NEW ASPHALT
MILL/REMOVE APPROXIMATELY 3 INCHES OF AGGREGATE
UNDERGROUND BARRIER WALL
CONCRETE SLAB
EASTBOUND SHOULDER OF HWY 96)
TO BE REMOVED IN ITS ENTIRETY (TO THE
RESIDUAL ASPHALT FROM DETOUR ROAD
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
AS PART OF A PREVIOUS CONTRACT
STAIRCASE HAS ALREADY BEEN REMOVED
SLURRY TANK FOUNDATION DETAILS.
6. SEE .PDF PAGES 19-25 OF THE REFERENCE DRAWINGS FOR
BE FILLED WITH GROUT OR FLOWABLE FILL.
5. SEPTIC TANK LOCATED UNDER EXISTING COMFORT STATION TO
SIDEWALKS IF DAMAGED.
DEMOLITION DOES NOT IMPACT THE SIDEWALKS. REPAIR
SIDEWALK INTERFACES WITH SLABS TO BE REMOVED SO THAT
CONSTRUCTION COMPLETION. PLACE FULL DEPTH SAWCUTS AT
4. PROTECT EXISTING SIDEWALKS DESIGNATED TO REMAIN UPON
SPECIFICATIONS.
REPLACED IN ACCORDANCE WITH THE DRAWINGS AND
3. EXISTING LIGHT FIXTURES AND POLES WILL BE REMOVED AND
FILL TO PROTECT THE SMALLER AGGREGATE FROM WAVE ACTION.
COVERED WITH NO LESS THAN 30 INCHES OR ENGINEERED ROCK
AGGREGATE IS USED AS FILL FOR EISENHOWER PARK, IT MUST BE
AND STONE PROTECTION. IF RECOVERED COARSE GRADE
COARSE GRADE AGGREGATE, AS BEDDING MATERIAL FOR RIPRAP
RANDOM FILL FOR EISENHOWER PARK EARTHWORK OR, FOR
LOCAL REGULATIONS. ROCK MATERIAL MAYBE BE REUSED AS
DISPOSED OF OFF SITE IN ACCORDANCE WITH FEDERAL, STATE AND
2. MILLED AND DEMOLISHED ASPHALT AND CONCRETE,SHALL BE
IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.
OF THE CONTRACTOR UPON REMOVAL AND SHALL BE DISPOSED OF
CONCRETE, AND ROCK MATERIAL), SHALL BECOME THE PROERTY
GUARDRAIL, JERSEY BARRIERS, ETC., (EXCLUDING MILLED ASPHALT,
INCLUDE UTILITIES, WOOD, SHINGLES, CATCH BASINS, PIPES,
1. ALL MATERIALS REMOVED FROM SITE DURING DEMOLITION, TO
NOTES:
REMOVED
CONCRETE BOX TO BE
GROUT FILLED 10 FT X 18 FT
FILL FOR SHAPING EISENHOWER PARK
ENGINEERED ROCK FILL TO SERVE AS
1794 CY OF GOVERNMENT FURNISHED
WATERLINE AT TIME OF SURVEY
AND THE LAKE.
OR OTHER) ALWAYS EXISTS BETWEEN THE ROADWAY
MANNER SO THAT A BARRIER (GUARDRAIL, JERSEY BARRIER,
TO THE CONCRETE PORTION OF THE DAM; REMOVE IN A
NEW GUARDRAIL CONSTRUCTION; REMOVAL TO EXTEND
JERSEY BARRIERS TO BE REMOVED IN PREPARATION FOR
EXISTING CURB/WALL DETAILS)
REFERENCE DRAWINGS FOR
WIDENING WILL OCCUR. (SEE
PLACED OVER IT FOR AREAS WHERE LOT
MANNER TO WHERE ASPHALT CAN BE
CURB CAN BE CONSTRUCTED OR IN A
CURB. REMOVE SO THAT A NEW
AND REPLACED WITH A NEW MOUNTABLE
EXISTING CURB/WALL TO BE REMOVED
CONTRACT)
WIRING THAT WAS USED IN A PREVIOUS
PURPOSE IS TO PROTECT HIGH VOLTAGE
CONDUIT PIPES CAST IN THE MIDDLE. ITS
(2.5 FT X 2.5 FT CONCRETE BOX WITH
CONCRETE CONDUIT BOX TO BE REMOVED
(SEE SHEET C-100)
ORIGINAL DAM BASELINE
THAT NEED TO BE EXTENDED.
APPROVAL; VERIFY ALL ACTIVE STORM DRAIN PIPES
LARGER NEW PIPE; SUBMIT PROPOSED PLAN FOR
SLIP LINE EXISTING PIPE NO LESS THAN 6 FEET INTO
USE METAL BAND COUPLING WITH RUBBER GASKETS OR
TO BE EXTENDED IN PREPARATION FOR ADDITIONAL FILL;
EXISTING CORRUGATED METAL PIPE (CMP) DRAIN PIPES
DRAWINGS.
THICKNESS IS APPROXIMATELY 8 INCHES. SEE REFERENCE
ENCOUNTERED BENEATH SLAB. THE HATCHED AREA SLAB
TO BE REMOVED ALONG WITH ANY REMAINING UTILITIES
CROSS HATCHED PORTION OF THE CONCRETE WORK PLATFORM
SELECTIVE CLEARING
HATCHED AREA TO RECEIVE
SELECTIVE CLEARING BOUNDARY
SELECTIVE CLEARING BOUNDARY
FILL FOR SHAPING EISENHOWER PARK
ENGINEERED ROCK FILL TO SERVE AS
701 CY OF GOVERNMENT FURNISHED
/2
/1
F
C M
U P
D A
T E
D R
O C
K S
T O
C K
P
IL
E L
O C
A T
IO
N A
N D Q
T Y
F C
M /0
/1
R
E M
O V
E D H
W Y
E
X
IS
T
IN
G L
IG
H T P
O L
C B
.5
.5
.4
.6
.5
.4
.4
.2
.9
.7
.9
.0
.1
0 805
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
630 630
660 665
C B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
AMENDMENT
690690
690690
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
P V I .7
E L .0
P V I .7
E L .8
P V I .0
E L .8
0.00%
0.00%
L 50.00'
K 5.00
L 25.00'
K 2.50
10.0% APPROX.
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
/2
/2
M
F C
M
F C
M S
IT
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-C
H S
R
C R -1
.d g n
N
40'
SCALE:1''=20'
0 20'10'
NEW PAVILLION
NEW COMFORT STATION
GUARDRAIL
COURTESY DOCK ACCESS
0+
CR-104
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
6 IN. OF TDOT #1 STONE
TOP OF 8 IN. CONCRETE SLAB
BOAT PREP LANES
LOCATION
TRENCH DRAIN
APPOXIMATE
TRENCH DRAIN OUTFLOW
N A
S H
V
IL
L E T
N
AND COURTESY DOCK
SIDEWALK TO BOAT RAMP
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
A C
C E
S S R
A
P
WATERLINE AT TIME OF SURVEY
OUTLET
ENSURE POSITIVE DRAINAGE TOWARD
INCHES MIN. BELOW PAVEMENT SURFACE;
PERFORATED HDPE PIPE SHALL BE PLACED 24
TOWARD OUTLET
ENSURE POSITIVE DRAINAGE
C R
B
C R
B
F C
M /2
/1
U
P D
A T
E D P
E R
F O
R A
T E
D P
IP
E L
A Y
O U
T
HDPE FLARED END SECTION
HDPE FLARED END SECTION
4 IN. PERFORATED HDPE PIPE
N
S I
M
/2
/2
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
M
F C
M
Q -C
H S
R
C R -2
.d g n
C
C
C
C
6 IN. TDOT #1 STONE
6 IN. TDOT #1 STONE
6 IN. TDOT #1 STONE
EXISTING SHOTROCK FILL
FINAL DESIGN SURFACE
FINAL DESIGN SURFACE
EXISTING SHOTROCK FILL
EXISTING SHOTROCK FILL
CENTERED IN CONCRETE SLAB
#6 BARS @ 12" O.C. BOTH WAYS
CURB AND REINFORCEMENT DETAILS
CR-201
SEE PLAN VIEW
WIDTH VARIES FOR TURNOUT;
SEE PLAN VIEW
WIDTH VARIES FOR TURNOUT:
SEE PLAN AND PROFILE
MATCH BOATRAMP GRADE
BOATRAMP GRADE
FINAL DESIGN SURFACE
8 IN. CIP CONCRETE SLAB
8 IN. CIP CONCRETE SLAB
8 IN. CIP CONCRETE SLAB
8 IN. CIP CONCRETE SLAB
12.0ft12.0ft
5.0ft SIDEWALK
EXISTING SHOTROCK FILL
SURFACE
FINAL DESIGN
10.0ft12.0ft12.0ft10.0ft
12.0ft12.0ft 5.0ft
5.0ft
6 IN. TDOT #1 STONE
.5 ft
.5ft
.5ft
6 IN. TDOT #1 STONE
SIDEWALK
CENTERED IN 6 IN. CONCRETE
#4 BARS @ 12" O.C. BOTH WAYS
6 IN. CIP CONCRETE SIDEWALK
6 IN. CIP CONCRETE SIDEWALK
SIDEWALK
6 IN. CIP CONCRETE
C E
S S R
A M
P S
E C
T
IO
N S
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
TRANSITIONS
PLAN VIEW FOR
PULLOFF AREA; SEE
BETWEEN CURB AND WALKWAY
PROVIDE CONTRACTION JOINT
ENGINEERED ROCK FILL
IN-SITU MATERIAL AND
6 IN. TDOT #1 STONE
F C
M U
P D
A T
E D U
P H
IL
L C
U R
B T
O M
O U
N T
A B
L E
/2
/1
MAXIMUM
COMPACTED TO 95% OF
ENGINEERED ROCK FILL
IN-SITU MATERIAL AND
F C
M /2
/1
A
D D
E D C
O M
P A
C T
IO
N D
E N
S
IT
Y N
O T
E T
O
PERF. HDPE PIPE
PERF. HDPE PIPE
PERF. HDPE PIPE
M /0
/1
S H
V
IL
L E T
E N
N E
S S
E E
A D
D E
D P
E R
F
H D
P E P
IP
E T
O S
E C
T
IO
N S
E L E
V A
T
IO
N
0 10 20 30 40 50-10-20-30-40-50
0+15
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50-10-20-30-40-50
0+60
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50-10-20-30-40-50
1+65
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50-10-20-30-40-50
2+70
E L E
V A
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
N
S
M
/2
/2
M
F
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-C
H S
R
C R -1
.d g n
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
20'
SCALE:1"=20'
40'0
Horizontal scale 1" = 20'
Vertical scale: 1" = 10'
HWY 96
APPROXIMATE TOE OF EXCAVATION
50' INSIDE TURNING RADIUS
75' DIA. TURN-AROUND
A 50' TO 30' TURNING RADIUS
INSIDE SHOULDER TO REDUCE FROM
INSIDE SHOULDER TO TURN
20.0 ft
CR-105
P L
A N A
N D P
R O
F
IL
E
H W
Y
E
N T
R A
N C
E T
O B
O A
T R
A M
P
TO BE OVERLAYED WITH ASPHALT
#6 REBAR AT 12 IN. O.C. EACH WAY; SLAB
CONSTRUCT 8 IN. CONCRETE SLAB WITH
TO BE DEMOLISHED AND REMOVED
PAVEMENT FROM ROADWAY REALIGNMENT
AT PIPE OUTLET
FLARED END SECTION
CONSTRUCT PRECAST
MIN. 30 FT CIRCULATION LANE
MIN. 30 FT CIRCULATION LANE
RADIUS
TURNING
40' INSIDE
ALIGNMENT - ENTRANCE
PROFILE ALONG
0+50
700700
0+00 0+25 0+50 0+75 1+00 1+25 1+50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
J H
ALIGNMENT - EXIT
TREATMENT
GUARDRAIL END
15.0 ft M
IN
ACCESS GATE
EXTEND 50' BEYOND
GUARDRAIL TO
50.0ft
ACCESS GATE
WIDE.
WIDE. CIRCULATION LANES SHOULD BE A MINIMUM OF 30 FEET
4. TRUCK WITH TRAILER SPACES SHALL BE 50 FT LONG BY 10 FT
CURB DETAILS FOR APPROVAL
3. SUBMIT PROPOSED CURB AND GUARDRAIL CONFIGURATION AND
SAFETY AND FUNCTION.
2. DIMENSIONS PROVIDED SERVE AS MINIMUM REQUIREMENTS FOR
1. SUBMIT FINAL PARKING CONFIGURATION FOR APPROVAL BY COR.
NOTES:
ENTRANCE INSIDE SHOULDER ALIGNMENT
ENTRANCE INSIDE SHOULDER ALIGNMENT
NEW SIDEWALK
EDGE OF CURB
EXISTING GROUND ALONG
SMOOTH TRANSITION FROM HWY 96 ONTO NEW LOT
PLACE ADDITIONAL WEDGING TO PROVIDE A
E L : 0 .0
E : 2
.0
N : 6
.1
E L : 0 .0
E : 2
.0
N : 6
.0
E L : 0 .0
E : 2
.1
N : 6
.5
E L : 0 .0
E : 2
.9
N : 6
.3
E L : 0 .0
E : 2
.1
N : 6
.3
AT 15 FT O.C. AS SHOWN.
PLACE FLEXIBLE DELINEATOR POSTS
AT 15 FT O.C. AS SHOWN.
PLACE FLEXIBLE DELINEATOR POSTS
M A
D D
E D F
L E
X
IB
L E D
E L
IN
E A
T O
R P
O S
T S T
O E
X
IT
/0
/1
N A
S H
V
IL
L E T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R W A
T E
R S
H E
D
S
IT
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
A M
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
STOP
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
IS
S
U E D
A T
E
720720
720720
0+00 0+50 1+00 1+50 2+00 2+50
E L E
V A
T
IO
N
E L E
V A
T
IO
STATION
M
/2
/2
M
F C
M
F
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-C
H S
R
C R -1
.d g n
N
40'
SCALE:1''=20'
0 20'10'
CATCH BASIN
CATCH BASIN
TOP OF BERM
DESIGN SURFACE
EXISTING SURFACE
D R
A
IN
A G
E I
M P
R O
V E
M E
N T S
H W
Y
CATCH BASIN
GROUT CURTAIN AND
SLOPE TO DRAIN TOWARD
1V:2H
1V:2H
L E
F T R
IM
C
U T
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
C E
N T
E R H
IL
L D
A M
S
IT
E R
E S
T O
R A
T
IO
N W
P
B
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E T
N
CR-110
COVER OVER PIPE
MAINTAIN A 24 IN. MIN.
HWY 96
2 IN. ASPHALT SURFACE OVERLAY
ROCK FILL.
GOVERNMENT PROVIDED ENGINEERED
WITH NO LESS THAN 30 IN. OF
LAKESIDE SLOPE TO BE ARMORED
TO BE REMOVED
CONCRETE UTILITY BOX
WALL CENTERLINE
UNDERGROUND BARRIER
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
EL. 699.5
EL. 690.9
EL. 688.9
1.5% MIN.
10% MIN.
FLOW. SUBMIT PROPOSED PRODUCT.
SHOULD HAVE DISSIPATOR BLOCKS TO SLOW
PRECAST STRUCTURE. OUTLET STRUCTURE
NON-SHRINK GROUT TO ANCHOR PIPE INTO
WHERE PIPE DAYLIGHTS ON SLOPE. USE
CONSTRUCT PRECAST OUTLET STRUCTURE
WEIR CHANNEL TOES OF SLOPE.
FILL EXTENDING 24 INCHES BEYOND THE WIDTH OF THE
BACKSIDE SLOPE WITH 30 INCHES OF ENGINEERED ROCK
WEIR OVERFLOW TOWARD EXISTING DRAIN PATH; ARMOR
12 INCHES LOWER THAN THE REST OF THE BERM; DIRECT
PROVIDE 8 FOOT WIDE LOW FLOW WEIR APPROXIMATELY
ROAD TO THE INSIDE OF BASIN
PROVIDE 10% GRADE ACCESS
TO THE ROADSIDE DITCH
BERM ROUTING ANY OVERFLOW DRAINAGE
PROVIDE ENGINEERED ROCK FILL CUTOFF
8.00ft
EXISTING FENCE
F
T
AND ENGINEERED ROCK FILL
WITH STRIPPED AGGREGATE
BASIN BERM; CONSTRUCTED
30 IN. CLASS III RCP
30IN. CLASS III RCP
GROUND
24 IN. ABOVE EXISTING
8FT WIDE BERM APPROX.
8 F T
CR-507 FOR DETAILS)
GRATED INLET (SEE SHEET
4FT x 8FT CATCH BASIN WITH
(SEE SHEET CR-505)
30 IN. CLASS III RCP
SIZED TO ACCOMMODATE
PIPE GRADE CHANGE
NEW CATCH BASIN FOR
EXISTING ROADSIDE DITCH
UTILITY BOX TO BE REMOVED
JOINTS IN CONCRETE SLAB
ROCK FILL
ENGINEERED
PIPE
REINFORCED CONCRETE
30 INCH CLASS III
LRM-21
M0056
M0147
IMPROVEMENT OPTION.
WILL BE CONSTRUCTED AS PART OF THE LEFT RIM DRAINAGE
THE RCP PASSING UNDER HWY 96 INCLUDING THE 4 X 8 CATCH BASIN
CONSTRUCTED AS PART OF THE BASE CONTRACT. THE PORTION OF
BASIN AND END TREATMENT WITH DISSIPATOR BLOCKS SHALL BE
ACROSS THE EISENHOWER PARK PARKING LOT TO INCLUDE THE CATCH
6. RCP CONSTRUCTION SHALL BE EXECUTED IN PHASES. THE RCP
NON-INLET SIDE.
OF THE BASIN AND ANY ENGINEERED ROCK FILL IS PLACED ON THE
THE STRIPPED AGGREGATE AND EARTH IS PLACED ON THE INLET SIDE
ANY ADDITIONAL REQUIRED FILL TO CONSTRUCT THE BASIN. ENSURE
CONCRETE BLOCK SYSTEM PLACEMENT. USE ENGINEERED ROCK FOR
EXCAVATION OPERATIONS IN PREPARATION FOR ARTICULATED
SOIL PRODUCED AS PART OF GROIN AREA STRIPPING AND MINOR
5. TO CONSTRUCT THE BASIN, USE THE RESULTING AGGREGATE AND
TO THE CONTRACTOR UPON CONTRACT AWARD.
4. THE DESIGN TERRAIN MODEL (.DTM) OF THE BASIN WILL BE PROVIDED
3. SOME FIELD ADJUSTMENTS ARE PERMITTED PENDING COR APPROVAL.
STRUCTURES AND APPROXIMATE ELEVATIONS ARE MET.
INVERTS TO VERIFY POSITIVE DRAINAGE EXISTS BETWEEN DRAINAGE
2. UPON CONSTRUCTION COMPLETION, SURVEY PIPE INLET AND OUTLET
APPROVAL PRIOR TO ANY CONSTRUCTION OPERATIONS.
PERFORMING THIS WORK. SUBMIT TRAFFIC CONTROL PLAN FOR
1. ONE LANE OF TRAFFIC SHALL BE OPEN AT ALL TIMES WHILE
NOTES:
F C
M A
D D
E D G
U A
R D
R A
IL
A
N D S
IG
N S
/0
/1
NEW GUARDRAIL
ON BOTH ENDS
TYPE 38 END TREATMENT
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
655 660
C B
740 745
0 805
810820
N
S I
D
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
/2
/2
V
R
IO
U S
L C
T
K
W
E R
E S
T O
R A
T
IO
N
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
-C
H S
R
C U -1
.d g n
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W E
R L
IN
E O
V E
R A
L L P
L A
N
CU-100
TO GROUT CURTAIN
EXISTING PAVED ACCESS
HWY 14
NEW 3000 GAL. SEPTIC TANK
NEW 3000 GAL. DOSING TANK
CONSTRUCTED IS NOT SHOWN
ARTICULATED BLOCK TO BE
CONTRACTING OFFICER
ENGINEER YARD UNLESS OTHERWISE APPROVED BY THE
SEWER LINE SHOULD PASS AROUND THE EAST SIDE OF THE
SCALE:1"=100'
200'100'
EMBANKMENT
BURIED UP THE
LINE TO REMAIN
DETERMINED IN THE FIELD
EXACT LOCATION TO BE
LINE TO CROSS UNDER HWY 96;
TOP OF BANK
TO NEWLY CONSTRUCTED
CONCRETE WORK PLATFORM
LINE WILL PASS THROUGH
CONCRETE SLAB
CONSTRUCTED
PULVERIZED AND NEWLY
LINE TO RUN UNDER
DETERMINED IN THE FIELD
TO COMFORT STATION TO BE
EXACT APPROACH AND TIE-IN
NEW PAVILLIONS
N A
S H
V
IL
L E T
N
INCIDENTAL TO PIPE PLACEMENT.
PLACEMENT SHALL BE CONSIDERED
OF WORK PLATFORM FOR WATERLINE
ADDITIONAL SAWCUTTING AND REMOVAL
ADEQUATE SPACE FOR PIPE BURIAL;
PLATFORM MAY BE REQUIRED TO PROVIDE
ADDITIONAL SAWCUTTING OF THE WORK
HWY 96
LANCASTER ROAD
WORK PLATFORM
ACROSS HWY 96 TO EDGE OF DAM
PROVIDE DUCTILE IRON PIPE SLEEVE
CONNECTED AT A 45° ANGLE TO HELP DETER BACKFLOW
IN THE APPROXIMATE LOCATION SHOWN; LINE WILL BE
THE RECENTLY CONSTRUCTED LEFT BANK SEWER LINE
EISENHOWER PARK WASTEWATER LINE WILL BE CONNECTED TO
LIFT STATION 1 (LS1)
EXIST.
LIFT STATION 2 (LS2)
EXIST.
FOR FUTURE WATERLINE CONNECTION
PROVIDE TEE STUB FOR FUTURE
LA-2
LA-3
LA-6 LA-7
LA-8
LA-9
Z05-RIO
Z06-RIO
LA-4
33 30 00 FOR DETAILS
SEE SPECIFICATIONS SECTION
2" DIA. PIPE - HDPE
COMFORT STATION
NEW PRECAST
CONSTRUCTION
TO REMAIN INTACT DURING
INTRUMENTATION ELECTRICAL LINES
SPECIFICATION CRITERIA.
10. ANY INSTRUMENTATION LINES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY AN ELECTRICIAN MEETING
SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
MENTIONED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS BUT NECESSARY TO FULLY COMPLETE THE WORK
9. THE WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY
STRINGENT REQUIREMENT SHALL APPLY.
STANDARDS. WHERE A CONFLICT EXISTS BETWEEN CODES & STANDARDS, & THE PROJECT DOCUMENTS, THE MORE
8. ALL WORK SHALL MEET OR EXCEED ALL APPLICABLE LOCAL & NATIONAL SANITARY WASTE CODE REQUIREMENTS OR
ALIGNMENTS TO FACILITATE LOCATING COMPONENTS AND PIPES FOR FUTURE CONSTRUCTION EFFORTS AS NEEDED.
7. IN ADDITION TO ASBUILT MARKUPS IN CAD, SUBMIT SURVEYED X,Y,Z DATA OF ALL SEWER COMPONENTS AND PIPE
IDENTIFIED BY BIOLOGIST IS REQUIRED TO BE REMOVED THEN ADDITIONAL COORDINATION MAY BE REQUIRED.
A MEETING WITH A BIOLOGIST IS REQUIRED BEFORE TREE REMOVAL. IF POTENTIAL SUMMER ROOST BAT HABITAT
6. CONTRACTOR SHALL COORDINATE WITH COR PRIOR TO ANY TREE REMOVAL OR CHANGE TO PROPOSED PIPING PLAN.
12 INCHES MINIMUM. PROVIDE DUCTILE IRON PIPE SLEEVE THAT COMPLIES WITH AWWA C151 CL350.
5. PROVIDE DUCTILE IRON PIPE SLEEVE FOR ALL PIPE CROSSINGS UNDER ROADS. BURIED DEPTH FOR TOP OF SLEEVE IS
SUBSURFACE SEWAGE DISPOSAL.
ACCORDANCE TO TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION's REGULATION TO GOVERN
TANK, COMPONENTS, ETC. SHALL MEET THE REQUIRED DISTANCE FROM STREAM, SINK HOLES, DITCHES, ETC. IN
4. UNLESS OTHERWISE APPROVED BY THE GOVERNMENT, LOCATIONS OF SEWER LINES, THE SEPTIC TANK, THE DOSING
STREAMS, CULVERTS, BRIDGES, UTILITIES, ETC PRIOR TO SUBMITTING THE BID.
DRAWINGS FOR GOVERNMENT APPROVAL. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SEPTIC TANKS, APPROXIMATE. FINAL EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND SHOWN ON THE SHOP
3. LOCATIONS FOR THE SEPTIC TANK, DOSING TANK, LIFT STATIONS, SEWER LINES AND OTHER EQUIPMENT ARE
SHOULD BE BETWEEN 3 AND 5 FEET AND COMPLY WITH ABA STANDARDS.
FROM TRAFFIC. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF BOLLARDS FOR GOVERNMENT APPROVAL. SPACING
2. NEW BOLLARDS SHALL BE INSTALLED AROUND ELECTRICAL CONTROLS AND OTHER EQUIPMENT TO PROTECT THEM
CAST-IN-PLACE CONCRETE TANKS SHALL BE ACCEPTABLE.
1. CONCRETE SEPTIC AND DOSING TANKS SHALL HAVE H-20 DESIGN LOAD. SEE DWG. CU-501 FOR DETAILS.
SEWER LINE NOTES:
TO REMAIN INTACT DURING CONSTRUCTION
INTRUMENTATION ELECTRICAL LINES
PIPE SLEEVE LIMITS
APPROXIMATE DUCTILE IRON
FOR ROADWAY CROSSING
DUCTILE IRON PIPE SLEEVE REQUIRED
YARD HYDRANT AT CONNECTION
BELOW GROUND. PROVIDE
AT WEST ADIT DOOR 24 IN.
WATERLINE LOCATED
TIE INTO EXISTING 2 IN. PVC
/0
/1
F
C M
A D
D E
D H
Y D
R A
N T A
T A
D
IT
D
O O
R A
N D N
O T
E
GROUND SURFACE WITH FREE DRAINING OPERATING PIPE TO PREVENT FREEZING.
CASING AND 1 INCH BRASS HOSE NOZZLE. SHUT-OFF VALVE TO BE LOCATED 24 IN. BELOW
10. YARD HYDRANT AT CONNECTION SHALL BE A 125 PSI RATED WITH BRASS PIPE OUTER
APPLICABLE.
9. MINIMIZE THE FRICTION FORCES WITH APPROVED JOINT LUBRICATION, WHEN
MARKED ON THE PIPE PRIOR TO INSTALLION.
8. AVOID OVER INSERTION OF JOINTS. EACH PIPE END SHALL HAVE THE LIMIT OF INSERTION
COMPONENTS AND CONCRETE THRUST BLOCKS.
7. THE CONTRACTOR WILL PROVIDE X AND Y DATA LOCATION FOR ALL NEW PIPES,
STRINGENT REQUIREMENT GOVERNS.
ARISES BETWEEN THE LOCAL CODES AND THE PLANS & SPECIFICATIONS, THEN THE MORE
PLUMBING, AND FIRE PROTECTION CODE REQUIREMENTS OR STANDARDS. IF A CONFLICT
6. ALL WORK SHALL MEET OR EXCEED ALL APPLICABLE LOCAL AND NATIONAL MECHANICAL,
CONTRACT COMPLETION.
5. CONTRACTOR SHALL PRESSURE TEST, DISINFECT, AND FLUSH ALL NEW PIPING PRIOR TO
INFORMATION FOR APPROVAL BY THE GOVERNMENT PRIOR TO PURCHASE.
FITTINGS ARE PER THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT PRODUCT
4. NEW WATER PIPING, GATE VALVES, AND ALL OTHER MISCELLANEOUS CONNECTION
WITHIN 48 HOURS.
PROGRESS IN A MANNER SO THAT THE CONTRACTOR CAN BACKFILL ALL OPEN TRENCHES
3. UNLESS OTHERWISE APPROVED, TRENCH EXCAVATION AND PIPE PLACEMENT SHALL
CONSTRUCTED AS PART OF THIS CONTRACT.
THE WEST ADIT DOOR AND CONNECTION TO THE PRECAST COMFORT STATION TO BE
2. NEW WATER LINE INSTALLATION INCLUDES CONNECTION TO THE EXISTING PVC LINE AT
OFFICER PRIOR TO CONSTRUCTION.
COORDINATE DISCREPANCIES AND FINAL PIPE ALIGNMENT WITH THE CONTRACTING
EXISTING UTILITIES AND SITE FEATURES PRIOR TO BEGINNING CONSTRUCTION.
1. THE CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED ALIGNMENTS WITH RESPECT TO
WATER LINE GENERAL NOTES:
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
N
S I
D
W P
B
M
/2
/2
R
IO
U S
L C
T
K
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
A M
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q -C
H S
R
C U -5
.d g n
CU-502
P
IP
E T
R E
N C
H
IN
G D
E T
A
IL
S
S E
W E
R A
N D W
A T
E R
L
IN
E
BACKFILL
TDOT NO. 10
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN ASPHALT LAYERS
NOTE:
.5 F
T
8 IN.
I
N
I
N
D
12 INCHES OF GRAVEL
6 INCHES TOPSOIL OR
CRUSHED STONE OR DGA
5 INCHES MINIMUM OF
PROPOSED REINFORCEMENT PLAN
REINFORCED CONCRETE; SUBMIT
6 IN. 4000 PSI FIBER OR STEEL
N A
S H
V
IL
L E T
N
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN ASPHALT LAYERS
NOTE:
INITIAL BACKFILL
BEDDING AND
EXISTING ASPHALT
FLOWABLE FILL
25FT
ASPHALT SURFACE
MIN. 2 INCHES OF NEW
TRANSITION
TIE-IN AND SMOOTH
TO PROVIDE FULL DEPTH
MILL EXISTING ASPHALT
F
T M
IN
25FT
1. WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS BETWEEN ASPHALT LAYERS
NOTE:
INITIAL BACKFILL
BEDDING AND
FLOWABLE FILL
I
N
ASPHALT SURFACE
2 INCHES OF NEW
EXISTING CONCRETE SLABS
F
T M
IN
I
N
PRESENT
NO JOINTS ARE
JOINT OR 12 IN. WHEN
OR CONCRETE
EXISTING SIDEWALK
F
T
12 IN.
I
N
F C
M /0
/1
DUCTILE IRON PIPE SLEEVE
R E
M O
V E
D D
IP
S
L E
E V
E F
R O
M S
E C
T
IO
N S
NON-TRAFFIC OR GRAVEL AREA
CL
CL
TYPICAL TRENCH DETAILS
CL
TDOT NO. 10
N.T.S.
TRAFFIC OR PARKING AREA (ASPHALT)
UNDER STATE ROADWAYS
CL
EISENHOWER PARK MAIN LOT GROIN WORK PLATFORM
AND CONCRETE PORTION OF
SIDEWALK CUT-THROUGH DETAIL
NOTES:
1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE
SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND
BARRICADES IN ACCORDANCE WITH EM 385-1-1.
2. MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE
DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL
REGULATIONS, UNLESS OTHERWISE APPROVED BY THE COR.
3. ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, OR OTHER
STRUCTURES CAUSED BY THE CONTRACTOR'S OPERATIONS, SHALL
BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
4. LOCATIONS OF THE EXISTING ABOVEGROUND AND
UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE
APPROXIMATELY ONLY, AND THOSE INDICATED ARE NOT
NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE
CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES
ON THE PROJECT.
5. UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING
UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF
THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL
BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT THE
CONTRACTOR'S EXPENSE.
6. IF BORING AND JACKING IS PREFERED OVER REPLACING THE
ASPHALT, CONTRACTOR MUST SUBMIT PROPOSED WORKPLAN.
7. A DUCTILE IRON PIPE SLEEVE WILL NOT BE REQUIRED FOR PIPE
PLACEMENT UNDER THE CONCRETE PAVED PORTION OF THE
GROUT CURTAIN LOCATED ON THE DOWNSTREAM SIDE OF THE DAM
OR UNDER THE CONCRETE AT EISENHOWER PARK.
8. REFER TO THE SPECIFICATIONS FOR WARNING AND
IDENTIFICATION TAPE REQUIREMENTS.
9. USE 12" OF DENSE GRADE AGGREGATE OR CRUSHED STONE
PLACED IN TWO LIFTS AND COMPACTED TO A FIRM AND STABLE
STATE FOR LOCATIONS WHERE TRENCHING CUTS THROUGH
EXISTING AGGREGATE SURFACE COURSE.
N
S I
D
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
/2
/2
R
IO
U S
L C
T
K
E R
E S
T O
R A
T
IO
N
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q -C
H S
R
C U -5
.d g n
4"
12"12"MAX
6'-8'
PAVEMENT VARIES
R.O.W.
P
IP
E C
A S
IN
G D
E T
A
IL
S
CU-504
EXISTING GRADE
CASING SPACERS OR APPROVED EQUAL.
PSI MODEL CODE NUMBER HTR/HTR - 11.10X19-OL
PER MANUFACTURERS RECOMENDATIONS. USE
CASING PIPE WITH CASING SPACERS, SPACED
PROPOSED CARRIER PIPE TO BE INSTALLED IN
N.T.S.
TYPICAL CASING PIPE INSTALLATION DETAIL
DUCTILE IRON PIPE SLEEVE
WHEN APPLICABLE
EACH DITCH LINE
EXTEND 5 FEET BEYOND
CASING PIPE SHALL
NOTE:
LATEST APPROVED AWWA C150 AND AWWA C151.
1. CASING PIPE SHALL BE OF DUCTILE IRON MEETING THE
SHOWN ON THE DRAWINGS.
CARRIER PIPE MAY BE POSITIONED AT THE ELEVATION
OF THE BORE SHALL BE SUCH THAT THE INVERT OF THE
9. THE ALLOWABLE TOLERANCE AT THE UPSTREAM END POINT
END OF THE BORE.
INCHES INSIDE THE INTERIOR FACE OF THE MANHOLE AT THE
INVERT. FOR SEWERS, THE SIDES SHALL BE A MINIMUM OF 8
ELEVATION NO LOWER THAN THE EXISTING INLET PIPE
SHOWN ON THE DRAWINGS AND ON THE BOTTOM BY AN
TOP BY AN ELEVATION NO HIGHER THAN THE ELEVATION
BE POSITIONED WITHIN A VERTICAL AREA LIMITED ON THE
SHALL BE SUCH THAT THE INVERT OF THE CARRIER PIPE MAY
TOLERANCE AT THE DOWNSTREAM END POINT OF THE BORE
TO THE LINE AND GRADE SPECIFIED. THE ALLOWABLE
COMPLETED CASING BETWEEN THE POINTS SPECIFIED AND
8. THE CONTRACTOR SHALL GUARANTEE A USABLE
ON GRADE.
DETAILED LAYOUT REQUIRED TO KEEP THE TUNNEL OR BORE
CONSTRUCTION. THE CONTRACTOR WILL PROVIDE THE
CONTROL POINTS REQUIRED BY THE CONTRACTOR FOR THIS
7. THE GOVERNMENT WILL PROVIDE THE NECESSARY
THE CASING.
TO OFFSET ANY MINOR VARIATIONS IN THE ALIGNMENT OF
FASTEN ONLY APPROVED BLOCKING TO THE CARRIER PIPE
ACHIEVE PROPER LINE AND GRADE ON THE CARRIER PIPE,
CASING UNLESS OTHERWISE APPROVED. IF NECESSARY TO
AND INSTALLED IN THE CASING BY JACKING IT THROUGH THE
6. CARRIER PIPE SHALL BE FURNISHED BY THE CONTRACTOR
CASING.
PREVENT CAVING IN OF THE EARTH SURROUNDING THE
CASING IS PERMITTED, MAKE PROPER PROVISIONS TO
PRIOR APPROVAL FROM THE COR. IF THE REMOVAL OF
C. DO NOT REMOVE UNACCEPTABLE CASING WITHOUT
IT IS DAMAGED BY WELDING.
REPLACE THE PROTECTIVE COATINGS IN AREA WHERE
PIPE TOGETHER TO PROVIDE WATERTIGHT JOINTS, AND
EXCAVATION PROCEEDS. WELD SECTIONS OF CASING
CASING PIPE INTO THE OPEN CUT AS THE TRENCH
B. FOR OPEN CUT OF CASING PIPES, INSTALL THE
PROVIDE WATER TIGHT JOINTS.
WELD SECTIONS OF CASING PIPE TOGETHER TO
CASING PIPE INTO PLACE AS THE BORING PROCEEDS.
A. FOR BORING CASING PIPE, JACK THE DUCTILE
5. INSTALLATION OF CASING PIPE:
TO THE SIZE, LINE, AND GRADE SHOWN ON THE DRAWINGS.
4. BORING SHALL BE ACCOMPLISHED BY MEANS OF AUGURING
NOTED ON THE DRAWINGS.
3. THE CARRIER PIPE SHALL BE HDPE, UNLESS OTHERWISE
APPROVAL.
ANY ADJUSTMENTS TO THIS MUST BE SUBMITTED FOR
PIPE (DIP) WITH A MINIMUM CALCULATED THICKESS OF 0.25 IN.
2. THE CASING PIPE AN 8 IN. DIAMETER LOCKING DUCTILE IRON
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
AMENDMENT
SECTION VIEW
SECTION VIEW
ON CASING PIPE
PIPE BELL FROM RESTING
SPACERS MUST PREVENT
NOTE:
CASING PIPE SPACER DETAIL
N.T.S.
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
A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T P
S
/2
/2
:1
A N
S I
D
N O
T E
S
L
IG
H T
IN
G /E
L E
C T
R
IC
A L
Q -C
H S
R E -0
.d g n
E-001
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
ELECTRICAL NODE
TRANSFORMER
FUSE
X
ELECTRICAL CONTACT
LIGHT, LETTER DENOTES FIXTURE TYPE
RELAY CONTACTOR
ELECTRIC HEATER
PUSHBUTTON
GROUND
TERMINAL BLOCK
PHOTOELECTRIC CELL
SELECTOR SWITCH
EXTERNAL WIRE (SCHEMATIC)
WATT HOUR METER
ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TOPSOIL AND SEEDING.
7. AT ALL UNPAVED AREAS WHICH ARE DISTURBED DUE TO CONSTRUCTION
THE COST OF OTHER ITEMS.
BY THE CONTRACTOR. COST OF DISPOSAL SHALL BE INCLUDED IN
6. ALL REMOVED EQUIPMENT OR MATERIALS SHALL BE DISPOSED OF
RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA.
THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE
RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD
5. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL
PLACED AS PART OF THIS CONTRACT.
4. CONTRACTOR SHALL PROVIDE AS BUILT DRAWINGS OF ALL EQUIPMENT
AT THE DISCRETION OF THE CONTRACTING OFFICERS REPRESENTATIVE.
CONTRACTORS IN THE WORK AREA. CONFLICTS WILL BE HANDLED
3. CONTRACTOR SHALL COORDINATE ACTIVITIES WITH OTHER
OFFICERS REPRESENTATIVE PRIOR TO INSTALLATION OR CONSTRUCTION.
POLE LOCATIONS AND RECEIVE APPROVAL BY THE PROJECT CONTRACTING
OFFICERS REPRESENTATIVE. THE CONTRACTOR SHALL STAKE OR MARK ALL
FROM THE PROPOSED LOCATIONS MUST BE APPROVED BY THE CONTRACTING
2. ADJUSTMENTS IN THE FIELD MAY BECOME NECESSARY. VARIATIONS
PURPOSES ONLY AND ARE NOT STAKED IN THE FIELD.
1. ALL BASELINES SHOWN ON PLANS ARE FOR GRAPHICAL INFORMATION
MISCELLANEOUS
GENERAL NOTES
CIRCUIT BREAKER
UTILITIES
PRIOR TO COMMENCEMENT OF OPERATIONS ON THE UTILITY.
SHALL BE GIVEN AT LEAST TWO (2) AND NOT MORE THAN TEN (10) BUSINESS DAYS
PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE GROUND. THIS NOTIFICATION
THE CONTRACTOR SHALL CONTACT THE UTILITY OWNERS AND REQUEST THEM TO
OF OPERATION IN THE AREA OF THE UTILITIES. PRIOR TO COMMENCING WORK,
11. THE CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS PLAN
TO BE ADJUSTED CONCURRENTLY WITH THE CONTRACTORS OPERATIONS.
FACILITIES THAT WILL REMAIN IN PLACE. OTHER UTILITY FACILITIES MAY NEED
OF WORK FOR THE PROJECT. WORK MAY BE REQUIRED ADJACENT TO UTILITY
UTILITY RELOCATIONS AND/OR ADJUSTMENTS WILL HAVE UPON THE SCHEDULE
OF ALL AFFECTED UTILITIES IN ORDER TO DETERMINE THE EXTENT OF WHICH
10. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONTACTING OWNERS
THE UTILITY COMPANIES INVOLVED.
ONLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY CONTACTING
9. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE
CONSTRUCTION.
EQUIPMENT WILL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF
PROTECTING UTILITIES FROM DAMAGE AND FURNISHING SPECIAL
WILL BE REQUIRED TO FURNISH SUCH EQUIPMENT. THE COST OF
REQUIRED TO WORK OVER AND AROUND THE UTILITIES, THE CONTRACTOR
OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS
TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION
8. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES
ELECTRICAL
TAGS ON ENCLOSURES AND DISCONNECTS.
9. FURNISH AND INSTALL BRASS TAGS OR LAMINATED ENGRAVED IDENTIFICATION
WHICH ALL CHANGES AND DEVIATIONS FROM THE ORIGINAL LAYOUT ARE RECORDED.
8. MAINTAIN AN UP TO DATE SET OF RECORD DRAWINGS AT THE JOB SITE UPON
THE PARTICULAR TYPE MATERIAL.
U.L. LISTING AND LABELING WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED FOR
7. UNLESS OTHERWISE NOTED, ALL MATERIALS REQUIRED SHALL BE NEW AND SHALL BEAR
PANEL WIRE INSULATION SHALL BE TYPE SIS.
ALL WIRING FOR BELOW GRADE INSTALLATIONS SHALL BE TYPE "USE-RHH-RHW" WITH OUTER JACKET.
TYPE CROSS-LINKED POLYETHYLENE (XLP) WIRES, PVC TYPE INSULATION WILL NOT BE PERMITTED.
6. UNLESS OTHERWISE NOTED, ALL INDOOR AND OUTDOOR WIRING SHALL BE 600V, 1/C COPPER
WEATHER-RESISTANT.
AND ALL OTHER LOCATIONS WHERE WIRE TERMINATES. ALL LABELING SHALL BE PERMANENT AND
5. PROVIDE IDENTIFICATION LABELS ON ALL CONDUCTORS AT ALL JUNCTION BOXES, PANELBOARDS
USE MOISTURE TIGHT HUBS FOR ALL CONDUIT ENTRIES INTO EQUIPMENT ENCLISURES.
ENTRIES SHALL NOT BE PRMITTED. ALL CONDUIT CONNECTIONS SHALL BE MOISTURE TIGHT
CONDUIT SHALL ENTER ONLY THROUGH THE NOTTOM OF THE ENCLOSURE. TOP CONDUIT
4. FOR ALL JUCTION BOXES AND ENCLAUSERS INSTALLED IN DAMP AND WET LOCATIONS;
THE "NATIONAL ELECTRICAL CODE" AND LOCAL BUILDING CODES.
SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF
ADJUSTMENT MAY BE NECESSARY. ELECTRICAL POWER SERVICE DUCT
3. ALL CONDUIT RUNS SHOWN ON THE PLANS ARE SCHEMATIC AND FIELD
REPRESENTATIVE.
DETERMINED BY FIELD CONDITIONS UPON APPROVAL OF CONTRACTING OFFICERS
2. PROPOSED CONDUIT LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS TO BE
1. PULL BOXES SHALL BE INSTALLED AT A DISTANCE OF 300' MAX BETWEEN BOXES.
LIGHTING GENERAL NOTES
THE "NATIONAL ELECTRICAL CODE" AND LOCAL BUILDING CODES.
ELECTRICAL POWER SERVICE DUCT SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF
4. ALL CONDUIT RUNS SHOWN ON THE PLANS ARE SCHEMATIC AND FIELD ADJUSTMENT MAY BE NECESSARY.
THE PRICE BID FOR OTHER ITEMS OFCONSTRUCTION.
COST OF PROTECTING UTILITIES FROM DAMAGE AND FURNISHING SPECIAL EQUIPMENT WILL BE INCLUDED IN
OVER AND AROUND THE UTILITIES, THE CONTRACTOR WILL BE REQUIRED TO FURNISH SUCH EQUIPMENT. THE
DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK
3. PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD THE EXISTING UTILITIES FROM DAMAGE
THE DISCRETION OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
2. COORDINATE ACTIVITIES WITH OTHER CONTRACTORS IN THE WORK AREA. CONFLICTS WILL BE HANDLED AT
OR CONSTRUCTION.
AND RECEIVE APPROVAL BY THE PROJECT CONTRACTING OFFICER REPRESENTATIVE PRIOR TO INSTALLATION
CONTRACTING OFFICERS REPRESENTATIVE. THE CONTRACTOR SHALL STAKE OR MARK ALL POLE LOCATIONS
THE FIELD MAY BE NECESSARY. VARIATIONS FROM THE PROPOSED LOCATIONS MUST BE APPROVED BY THE
1. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE ONLY. ADJUSTMENTS IN
V A
R
IO
U S
WHICH WILL SUPPLY ELECTRICAL SERVICE FOR THE SITE AS SHOWN ON DRAWINGS.
COORDINATING WITH UPPER CUMBERLAND ELECTRIC MEMBERSHIP CORPORATION (UCEMC)
STATION AT EISENHOWER PARK. THE SCOPE ALSO INCLUDES CONTACTING AND
CENTER HILL DAM RESTORATION CONTRACT, INTERSECTION LIGHTING AND COMFORT
LIGHT POLE PIERS, CONDUCTORS AND ANY OTHER WORK DESCRIBED HEREIN FOR THE
RISERS, PANELBOARDS, LIGHTING CONTROL ENCLOSURES, LIGHT POLES, FIXTURES,
THE SCOPE OF WORK INCLUDES THE INSTALLATION OF CONDUIT, PULL BOXES, CONDUIT
SCOPE
C T P
/0
S H
V
IL
L E T
E N
N E
S S
E E
S P
E L L E
D O
U T U
C E
M C I
N S
C O
P
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
S
IT
E R
E S
T O
R A
T
IO
N
C E
N T
E R H
IL
L D
A M
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
WH
LEGEND
Zq - 480V DISCONNECT
W - WATTS
CORPORATION
ELECTRICAL MEMBERSHIP
UCEMC - UPPER CUMBERLAND
TD - TIME DELAY RELAY
SS - SELECTOR SWITCH
RL - ROADWAY LIGHTS
q - 480V SERVICE CLASSIFICATION
PL - PILOT LIGHT
PE - PHOTOELECTRIC CELL
PDP - POWER DISTRIBUTION PANEL
NC - NORMALLY CLOSED
NO - NORMALLY OPEN
N - NEUTRAL
LCP - LIGHTING CONTACTOR PANEL
LC - LIGHTING CONTACTOR
LT - LIGHT
HTR - HEATER
HM - HIGH MAST
GND - GROUND
GRN - GREEN
DS - DISCONNECT SWITCH
CR - CONTROL RELAY
CB - CIRCUIT BREAKER
C - CONDUIT
AWG - AMERICAN WIRE GAUGE
ABBREVIATIONS
N
S
P
S
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
IN
G L E L
IN
E D
IA
G R
A M
E-600
Q -C
H S
R E -6
.d g n
END OF CABLE RUN
CIRCUIT #
SERVICE CLASSIFICATION
START OF CABLE RUN
AWG SIZE
SINGLE CONDUCTOR
QUANTITY
W A
R N
IN
G L
IG
H T
V A
R
IO
U S
P
A D
D E
D U
C E
M C T
O
U T
IL
IT
Y S
E R
V
IC
E
N O
T E
/0
S H
V
IL
L E T
E N
N E
S S
E E
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
C E
N T
E R H
IL
L D
A M
S
IT
E R
E S
T O
R A
T
IO
N
E
IS
E N
H O
W E
R P
A R
K R
E S
T O
R A
T
IO
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
US Army Corps
AMENDMENT
75KVA
SINGLE PHASE
7200:480VAC
XF203
X
WH
WHM204
DS206
POWER DISTRIBUTION
PANEL(PDP)
LIGHTING CONTRACTOR
PANEL(LCP)
CB211
30 AMP
CR212
L
G
K
COMFORT STATION
CB215
100A
DS210
100 AMP
LIFT STATION
PAVILION #1
CB221
30A
PAVILION #2
CB221A
PAVILION #3
CB221B
5 HP
5 HP
50 KVA
480:240/120VAC
XF212
PAD MOUNTED
E R H E A D L
IG
H
TS
R E C E P
TA
C
LE
C E P
TA
C
A R E
S P A R E
S P A R E
O V E R H E A D L
IG
H
TS
R E C E P
TA
C
C E P
TA
C
A R E
S P A R E
S P A R E
O V E R H E A D L
IG
H
TS
R E C E P
TA
C
C E P
TA
C
A R E
S P A R E
S P A
DS214
100A
NOTE 1 NOTE 1 NOTE 1
7.5 KVA
XF220
XF220B
XF220A
NOTE 2
DS218
15A
DS218A
DS218B
V E R H E A D L
IG
H
TS
R E C E P
TA
C
C E P
TA
C
A
TE
R
H E A
TE
R
O
TH
O S
TE
R P
U M P
3KW
1.2KW
0.7KW
NOTE 3
YG
Δ-
YG
Δ-
YG
Δ-
YG
Δ-
E
LAND SIDE
LAKE SIDE
F
1.3KW
L T
G
PDP-q1-Zq:
2-1C #1/0 AWG
1C #6 GRN GND
PDP-q2-Zq:
2-1C #4 AWG
1C #8 GRN GND
PDP-q3-LCP:
2-1C #10 AWG
1C #10 GRN GND
LCP-q4-LT:
2-1C #8 AWG
1C #8 GRN GND
LCP-q5-LT
2-1C #8 AWG
1C #8 GRN GND
9. 2-1C #10
8. PDP-q1-Zq
7. POWER DISTRIBUTION PANEL SHALL HAD PROPERLY SIZED POWER DISTRIBUTION BLOCKS
PROVIDE UL APPROVED HIGH VOLTAGE WARNING STICKER
6. ALL ENCLOSURES SHALL BE PROPERLY PROTECTED AND GROUNDED. CONTRACTOR SHALL
5. ALL ENCLOSURES SHALL BE TYPE NEMA 4X
4. CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITIES FOR ELECTRICAL SERVICE
3. PROVIDE FUSES FOR LIGHTS PER NEC
2. SEE DRAWING E-601 FOR FOR DETAILS
1. 20 AMP EACH UNLESS OTHERWISE SPECIFIED
NOTES
UTILITY SERVICE (UCEMC)
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
ID
Sheet of Engineers
N
S I
D
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
W P
B
M
/2
/2
K
K
F C
M
F C
M S
IT
E R
E S
T O
R A
T
IO
N
W A
T E
R L
IN
E R
E P
L A
C E
M E
N T
C E
N T
E R H
IL
L D
/2
/2
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
Q -C
H S
R P
L -3
.d g n
T H
R O
U G
H D
A
PL-301
T E
R L
IN
E R
O U
T
IN
G
N A
S H
V
IL
L E T
N
F C
M /2
/1
A
D D
E D E
A S
T A
D
IT
D
O O
R V
A L
V E P
IC
T U
R E
OF CONCRETE WALL
GATE VALVE ON INSIDE
/2
/1
A
D D
E D I
N
M E
T A
L P
IP
E P
IC
T U
R E
F C
M
CONNECTIONS AND VALVES.
2 IN. PVC ALONG WITH ALL
BETWEEN 3 IN. LINE AND
REPLACE SHORT PIPE SEGMENT
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
C U
M B
E R
L A
N D R
IV
E R W
A T
E R
S H
E D
C E
N T
E R H
IL
L R
E S
E R
V O
IR
P
R O J E
C T
C U
M B
E R
L A
N D R
IV
E R T
N N
A S
H V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
E N
N E
S S
E E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E
IS
E N
H O
W E
R P
A R
K S
IT
E R
E S
T O
R A
T
N
S I
D
W P
B
M
/2
/2
M
F C
M
F
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E T
E N
N E
S S
E E
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
CT-502
O
A D
W A
Y P
A R
A P
E T
E R
O S
IO
N R
E P
IR
4 FT. MIN. EROSION PROTECTION
PARAPET END
FILL HOLE WITH #1 STONE
FACE OF THE PARAPET END
BEYOND THE NORTHEASTERN
NO EROSION REPAIR WORK
SURROUNDING PARAPET END
STRIP AND REMOVE EXISTING AGGREGATE
RESTABLISH EMBANKMENT SHAPE.
RECOMPACT TILLED TO 95% STANDARD PROCTOR IN ORDER
HAND TIL TO A DEPTH OF 6 INCHES. USING HAND TOOLS,
FOR SOIL FALLING WITHIN 4 FEET OF THE PARAPET END,
CONCENTRATED FLOW
EDGE TO PROTECT AGAINST
PLACED NEATLY ALONG CONCRETE
TN LIMESTONE BLOCKS. MIN. 8" X 8"
EXISTING CONCRETE PARAPET
EXISTING ASPHALT ROADWAY (HWY 96)
HAS BEEN RESHAPED AND COMPACTED
EMBANKMENT AFTER EMBANKMENT
4 INCHES MINIMUM INTO EXISTING
TN LIMESTONE BLOCK TO BE KEYED
ROADWAY
EXISTING
SIDEWALK
EXISTING
CONCENTRATED FLOW AND SPLASH
TO HELP PROTECT AGAINST
TWO ROWS OF BLOCKS (16 INCHES)
A-2 RIPRAP
TDOT CLASS
6 IN. MIN.
N A
S H
V
IL
L E T
N
OF GRAVEL AND RESHAPED
EXISTING GROUND TO BE STRIPPED
EDGES
FILTER FABRIC ON ALL
12 IN. MIN. KEY-IN OF
NEW BURIED ELECTRICAL LINE
UTILITIES OCCURS.
REQUIRED TO ENSURE NO DAMAGE TO ANY EXISTING
UTILITIES PRIOR TO CONSTRUCTION. USE HAND TOOLS AS
TO THE PARAPET AS OF 03/29/2018. VERIFY LOCATION OF
3. A NEW BURIED ELECTRICAL LINE WAS ADDED NEXT
AND QUANTITIES SHOULD BE VERIFIED IN THE FIELD.
2. DRAWINGS AND DETAILS ARE CONCEPTUAL. DIMENSION
KEYED IN NO LESS THAN A DEPTH OF 12 INCHES.
COMPACTED SOIL SURFACE. ENSURE ALL EDGES ARE
1. PLACE FILTER FABRIC OVER THE TOP OF NEWLY
NOTES:
F C
M /2
/1
A
D D
E D N
O T
E N
E W E
L E
C T
R
IC
A L L
IN
File details come from the government source that posted it.