Harley-Davidson Road Glide Police Motorcycle BID #21-26

EAGLETON ROAD CULVERT REPLACEMENT
2026
MAYOR: CITY MANAGER:
CITY OF MARYVILLE, TENNESSEE
ANDY WHITE GREG MCCLAIN
ENGINEERING & PUBLIC WORKS DEPARTMENT
VICE MAYOR: ENGINEERING & PUBLIC WORKS:
FRED METZ BRIAN BOONE, P.E.
N
H A
R V O N
R D
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IL
L E G L E
T
D W
A
S A A
T E O
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COUNCIL MEMBERS:
L
E
A
V E
3
(
E
B
CITY ENGINEER:
T T 3 PROJECT LOCATION
BI R.
S.
E
A
TOMMY HUNT S T S G L CHUCK ROWAN, P.E.
D P E
L R T
SARAH HERRON
G A
R FI E
E L
S T
E L M
B
L V D
U C
E S
T
O N
R D
P
A R K
D R
R
U
A
L
D
S T
E
LINCOLN RD
O
DREW MILES D W
O CARLTON
CT
E
R
T
S
H
S
A
B
O
X
W
O
O
D
A
V R
E O
SHEET INDEX
JU
N
IP E R A V E
S
E
A V E E A G LE T L E PI K E BITTLE R D
O L
0 TITLE SHEET
G
R
A N T S
T
OLIVIA
LN
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R D
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K
N O X
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1 GENERAL NOTES V
A
D Y
2 3 S D I E T M E O P L P A L N AN E LI N C
OL N
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S E V E N T H
S
E IG
H T H S T S. R. 3 3 ( E B R O A
D W
A
B R O W N S C H O
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GENERAL INFORMATION:
4-4A SITE DETAILS F IF T M A DI S O N A V E S IX T H S M O N R O E A V E T L R D OWNER: CITY OF MARYVILLE
H T CONTACT:
S
5 EROSION CONTROL DETAILS T
CHUCK ROWAN, P.E.
6 TRAFFIC CONTROL PLAN 0 1000 2000 416 WEST BROADWAY, MARYVILLE, TN 37801
Feet
(865) 273-3500
SCALE: 1"=500'
PROPERTY DATA:
PROJECT NO. 2016-0505-02
ADDRESS: EAGLETON RD AND E LINCOLN
RD, MARYVILLE, TN
PARCEL ID: N/A
BID NO. 18-26
ZONING: RESIDENTIAL/BUSINESS &
TRANSPORTATION

CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
SHEET NO.
1
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
GENERAL NOTES
SCALE NTS

D
A
O
TBE PROPERTIES LLC
TAX MAP 47B "B" R
PARCEL 040.00
N
O CHURCH TRINITY PRESBYTERIAN
TAX MAP 37O "B"
T
PARCEL 053.00
E
L
G
A
E LEGEND
INV INVERT
CMP CORRUGATED METAL PIPE
ELEV ELEVATION
BENCHMARK
CATCHBASIN
GUY WIRE & ANCHOR
PIPE-END
SIGN
SANITARY SEWER MANHOLE
UTILITY POLE (NON-SPECIFIC)
WATER VALVE
FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
MAJOR CONTOUR
MINOR CONTOUR
EXISTING RIGHT-OF-WAY
OVERHEAD ELECTRIC LINE
OVERHEAD LINE (NON-SPECIFIC)
SANITARY SEWER LINE
STORM SEWER LINE
WATER LINE
PAVEMENT SAWCUT LINE
PAVEMENT TO BE REMOVED
EXISTING CULVERTS TO BE REMOVED
EAST LINCOLN STREET
CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
REFERENCE NOTES
HELEN T. LAMBERT
TAX MAP 47B "C"
1. COORDINATE SYSTEM REFERENCE: TENNESSEE STATE PLANE NAD 1983
PARCEL 009.00 (2011) FIPS 4100 (US FEET) ROBERT DAVIS & MARQUIS DOTSON ALMA
TAX MAP 47B "C"
2. EXISTING PROPERTY LINES AND UTILITIES REFERENCED FROM BLOUNT
PARCEL 004.00 GIS.
3. TOPOGRAPHIC INFORMATION DETERMINED BY CITY OF MARYVILLE
ENGINEERING & PUBLIC WORKS DEPARTMENT.
SHEET NO.
2
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
N
DEMOLITION PLAN
SCALE 1" = 10'
0 20 40
Feet

D
A
O
TBE PROPERTIES LLC
TAX MAP 47B "B" R
PARCEL 040.00
N
O CHURCH TRINITY PRESBYTERIAN
TAX MAP 37O "B"
T
PARCEL 053.00
E
L
G
A
E LEGEND
INV INVERT
CMP CORRUGATED METAL PIPE
ELEV ELEVATION
BENCHMARK
UP UTILITY POLE (TO SCALE)
PROPOSED SIGN
PROPOSED GUARDRAIL
PROPOSED GUARDRAIL END TREATMENT
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
SPOT ELEVATION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING RIGHT-OF-WAY
CULVERT ALIGNMENT
PROPOSED CULVERT
EAST LINCOLN STREET
CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
REFERENCE NOTES
HELEN T. LAMBERT
TAX MAP 47B "C"
1. COORDINATE SYSTEM REFERENCE: TENNESSEE STATE PLANE NAD 1983
PARCEL 009.00 (2011) FIPS 4100 (US FEET) ROBERT DAVIS & MARQUIS DOTSON ALMA
TAX MAP 47B "C"
2. EXISTING PROPERTY LINES AND UTILITIES REFERENCED FROM BLOUNT
PARCEL 004.00 GIS.
3. TOPOGRAPHIC INFORMATION DETERMINED BY CITY OF MARYVILLE
ENGINEERING & PUBLIC WORKS DEPARTMENT.
SHEET NO.
3
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
N
ESTIMATED QUANTITIES
NOTES:
1. PRICE TO INCLUDE ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, INSTALLATION OF PIPE, AND PLACEMENT OF
BEDDING AND BACKFILL UP TO THE SUBGRADE OF THE ROAD PER PLANS. PRICE IS FOR 80 LF OF TWIN 48 INCH PIPES, 160 FEET
OF TOTAL PIPE. REPLACEMENT PIPE TO BE ALUMINIZED TYPE2 (ALT2) SPIRAL RIB CMP.
2. PRICE TO INCLUDE ALL MATERIALS, EQUIPMENT, AND LABOR FOR INSTALLATION PER PLANS.
LAYOUT PLAN
SCALE 1" = 10'
0 20 40
Feet
DRAINAGE PROFILE HORIZONTAL SCALE: 1"=10', VERTICAL SCALE: 1"=5'

CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
SHEET NO.
4
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
NOTES:
1. BARGER DOUBLE HEADWALL--MEDIUM
OR EQUIVALENT
1) PAVEMENT SCHEDULE 2) HEADWALL DETAIL
1. ASPHALT CONCRETE SURFACE (TDOT GRADE "D" MIX) @ 1-1/2" DEPTH
2. BINDER MIX (TDOT GRADING "BM-2") @ 3" DEPTH
3. AGGREGATE BASE TYPE A, GRADING B (TDOT 303-01) @ 6" DEPTH
4. EMBEDMENT FILL (#57 STONE, CLASS B) COMPACTED TO A MINIMUM 90% AASHTO T99 STANDARD
PROCTOR DENSITY
SITE DETAILS
5. UNCOMPACTED STONE BEDDING (#57 STONE, CLASS B) @ 6" DEPTH
6. UNCLASSIFIED BACKFILL (FINE COMPACTABLE SOIL)
SCALE NTS
3) GUARDRAIL DETAIL 4) CULVERT TRENCH DETAIL

CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
SHEET NO.
4A
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
5) GUARDRAIL END TREATMENT DETAIL (S-GRT-3)
SITE DETAILS
SCALE NTS
6) GUARDRAIL FOOTING OVER UNDERGROUND OBSTRUCTIONS (S-GRS-3)

CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
SHEET NO.
5
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
DETAIL FOR SPACING BETWEEN CHECK DAMS
TOP OF DITCH
(NATURAL GROUND)
L = THE DISTANCE SUCH THAT POINTS X
AND Y ARE OF EQUAL ELEVATION
L
1 PT. Y
NOTES:
1 FILL LOW AREAS ALONG TOP OF BANK T0
PREVENT BACKWATER FROM EXITING DITCH.
BASE OF DITCH S = DITCH SLOPE
2 WEIR FLOW DEPTH BASED UPON 2YR-24HR
STORM EVENT OR 5YR-24HR STORM EVENT.
TOP OF CHECK DAM
DIVERSION PUMP
AT EDGE OF DITCH
DEWATERING STRUCTURE 2:1 OR FLATTER
2:1 OR FLATTER
FLOW LINE OF WEIR 1.5' MACHINED RIPRAP
DISCHARGE HOSES
(CLASS A-1)
P
INTAKE
DEWATERING PUMP HOSE
2 TYP. 6"-12"
P (AS NEEDED) FLOW
3'
S = DITCH SLOPE
FLOW LINE OF
SECTION A - A
PROPOSED DITCH GEOTEXTILE FABRIC SHALL
FLOW FLOW
EXTEND BEYOND TOE OF
WORK AREA
MACHINED RIPRAP SLOPE 3'.
CHECK DAMS
DETAIL FOR V-DITCH DETAIL FOR TRAPEZOIDAL DITCH
(SEE SHEET 5 DETAIL 9)
GEOTEXTILE FABRIC
TO EXTEND 3' BEYOND
BASE OF V-DITCH A LIMITS OF RIPRAP
WORK AREA SUMP-HOLE
DISCHARGE PUMP LENGTH NOT TO EXCEED OR POOL A
INTO SEDIMENT BAG THAT WHICH CAN BE 12" DEPTH MACHINED RIPRAP
(SEE SHEET 5 DETAIL 10) COMPLETED IN ONE DAY 2' DIAMETER (CLASS A-1)
C C
B B
PLAN
A
TOP OF DITCH
A
TOP OF DITCH
FLOW
BASE OF
PUMP TRAPEZOIDAL
FLOW
AROUND DITCH
PLAN VIEW
STREAM TOP OF CHECK DAM PLAN VIEW
AT EDGE OF DITCH
DIVERSION TOP OF CHECK DAM
AT EDGE OF DITCH NATURAL GROUND
BASE OF DITCH
NOT TO SCALE NATURAL GROUND
ADAPTED FROM VIRGINIA STORMWATER MANAGEMENT HANDBOOK, DEPARTMENT OF ENVIRONMENTAL QUALITY, 2024
2 9"
2 9"
O SI F D
D
E
I
S
TC
LO
H PE B
G
E
E O
P
T
LA
E
C
XT
E
I
D
L E
U
F
N
A
D
B
E
R
R
I C
E N
S
T
H
I
A
R
L
E
L O
SI
F
D
D
E
I S TC LO H PE
WIDTH OF RIPRAP.
FLOW LINE 1.0' TO 3.0' 1.0'
OF DITCH FLOW LINE
OF DITCH
SECTION B - B SECTION C - C
CHECK DAM
2'-0" MINIMUM
A VARIES 10'-0" NOT TO SCALE
0'-6" MINIMUM
2'-0" MINIMUM
0'-6" MINIMUM
FILTER BAG
1:1
EXISTING GROUNDLINE TOP OF BANK
S T R E A M
2'-0" MINIMUM 2'-0" MINIMUM
A
EROSION CONTROL
DETAILS
S T R E A M
SCALE NTS
SEDIMENT
PLAN VIEW
FILTER BAG
NOT TO SCALE
10) TDEC 4.4.12.6 SEDIMENT FILTER BAG ON PUMP DETAIL
MUMINIM
'2
SILT FENCE
SEWN-IN CONNECTION
SLEEVE FOR PUMP
DISCHARGE HOSE
SEDIMENT FILTER BAG 10'-0" MINIMUM
MINIMUM EXISTING VEGETATIVE
BUFFER
GEOTEXTILE FABRIC GEOTEXTILE
SILT FENCE OR EXISTING FABRIC
VEGETATION
OPTIONAL LIFTING
STRAPS
GEOTEXTILE FABRIC
OR EXISTING VEGETATION
GEOTEXTILE FABRIC UNDER AND SILT FENCE
COVERING ENTIRE MINERAL 0'-6"
AGGREGATE (SIZE 57) PAD MINIMUM USE MINERAL AGGREGATE (SIZE 57) PAD TO LEVEL BAG
FROM NATURAL GROUNDLINE
SEDIMENT FILTER BAG
VARIES WITH GROUND
LINE SLOPE
MINERAL AGGREGATE
(SIZE 57) PAD
VARIES WITH
GEOTEXTILE FABRIC GROUNDLINE
OR EXISTING VEGETATION SLOPE
MUMINIM
"0-'01
SECTION A-A
SILT FENCE
EXISTING
VEGETATIVE
BUFFER
TOP OF BANK
MUMINIM
"0-'01
7) TDEC 3.3.2.4 STREAM PUMP DIVERSION DETAIL WITH SEDIMENT BAG 8) SILT FENCE DETAIL
9) TDEC 4.3.3 CHECK DAM DETAIL
WELL VEGETATED, GRASSY AREA
DISCHARGE HOSE
CLAMPS
PUMP
INTAKE HOSE
FILTER BAG
HEAVY DUTY LIFTING STRAPS
(RECOMMENDED)
PLAN VIEW
DISCHARGE HOSE
CLAMPS
FILTER BAG
WELL VEGETATED, GRASSY AREA
PUMP
INTAKE HOSE
ELEVATION VIEW
ADAPTED FROM VIRGINIA STORMWATER MANAGEMENT HANDBOOK, DEPARTMENT OF ENVIRONMENTAL QUALITY, 2024
11) SEED MIXTURE SCHEDULE

CITY OF MARYVILLE
ENGINEERING & PUBLIC
WORKS
PROJECT NO. 2016-0505-02
DATE: 2026
DRAWN BY: JJS
APPROVED BY: RCR
SHEET NO.
6
DAOR
NOTELGAE
TNEMECALPER
TREVLUC
R11-2
M4-9
M4-9
TYPE III BARRICADE M4-9
R3-2
M4-9
M4-9
INSET A SCALE: 1"=50'
M4-9
R11-4
N
M4-9
M4-9
*SEE INSET A SHEET 5
TRAFFIC CONTROL
PLAN
SCALE 1" = 200'