2026-02-04_South_Monticello_Culvert_Replacement_-_Construction_Plans_1.pdf
PDF 10 MB Posted
- Solicitation number
- 2026-24
- Issued by
- Knox County, Tennessee
About this file
This document consists of construction plans for the South Monticello Road Culvert Replacement project issued by the Town of Farragut, Tennessee, as part of Invitation to Bid No. 2026-24. The project requires contractors to furnish all labor, equipment, materials, and incidentals for the removal of approximately 50 linear feet of corrugated metal storm pipe (CMP), installation of approximately 37 linear feet of 42-inch reinforced concrete pipe (RCP) at a 3.19 percent slope, demolition and replacement of two end walls, and removal and replacement of curb and gutter sections and curb inlets along South Monticello Drive between Weathervane Drive and Briar Creek Drive. The construction plans include a title sheet, site vicinity map, estimated roadway quantities, general notes, existing and proposed site layouts, a typical tangent section of improvement showing pavement schedules with asphaltic concrete surface and mineral aggregate base specifications, culvert cross-sections with detailed invert elevations and offsets, traffic control plans with signage legends and barricade requirements, and three-stage erosion prevention and sediment control plans. Bids are due by March 31, 2026, at 2:00 PM at Farragut Town Hall, with a deadline for bidder questions on March 24, 2026. All bidders must maintain prequalification status on the Tennessee Department of Transportation Prequalified Contractor listing as of March 4, 2026. The Town intends to award the contract on April 1, 2026, subject to Board of Mayor and Alderman approval, with contract execution scheduled for April 9, 2026. Substantial completion is required within 10 weeks from the Notice to Proceed, with final completion within 12 weeks.
Pricing is firm for 90 days from bid opening. Liquidated damages of $400 per calendar day apply for delays beyond the agreed completion date. Bid submissions must include one original paper copy, one electronic copy on USB drive in PDF format, and two additional paper copies in a sealed package, each accompanied by a 5 percent bid guaranty in the form of cash, certified check, or bid bond. The successful contractor must provide performance and payment bonds equal to 100 percent of the contract price within 10 days of award notice. All bids must include required certifications and affidavits addressing drug-free workplace compliance, non-collusion, debarment status, nondiscrimination, and Iran Divestment Act compliance. No set-aside designations for disadvantaged enterprises or restricted vendor categories are specified. Construction specifications reference the 2021 Tennessee Department of Transportation Standard Specifications dated January 1. All communication regarding the ITB must be submitted exclusively via email to Anissa Pratte, Staff Accountant (apratte@townoffarragut.org), who serves as the sole point of contact; contact with other Town officials is forbidden and may result in bid disqualification. The Town reserves the right to reject any and all bids, and no specific award value or budget range is disclosed in the procurement documents.
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ANALYSIS VALUE.
EITHER EXCESSIVE OR BELOW THE REASONABLE COST
CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED,
PROPOSALS MAY BE REJECTED IF ANY OF THE UNIT PRICES
Call before you dig
Know what's below
PROPOSAL CONTRACT.
PROVISIONS CONTAINED IN THE PLANS AND IN THE
2021 AND ADDITIONAL SPECIFICATIONS AND SPECIAL
DEPARTMENT OF TRANSPORTATION DATED JANUARY 1,
STANDARD SPECIFICATIONS OF THE TENNESSEE
THIS PROJECT TO BE CONSTRUCTED UNDER THE
FARRAGUT, TN 37934
239 JAMESTOWNE BLVD, SUITE 201
ENGINEERING DEPARTMENT
TOWN OF FARRAGUT
RON WILLIAMS, MAYOR
N
(NOT TO SCALE)
VICINITY MAP
SEE SHEET NO. 1A FOR INDEX.
AND BRIAR CREEK DRIVE
BETWEEN WEATHERVANE DRIVE
SOUTH MONTICELLO DRIVE
TITLE SHEET
REPLACEMENT
SOUTH MONTICELLO CULVERT
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
N
Fork
Turkey
Cr.
Cr.
Tu rke y
N
Fork
Turkey
Cr.
Cr.
Tu rke y
FARRAGUT
POP. 16,654 (EST.)
Lovell
FARRAGUT
POP. 16,654 (EST.)
Lovell
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n
A s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
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IN
A R
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TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
1A
STANDARD DRAWINGS
ESTIMATED ROADWAY QUANTITIES
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
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A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
2A
GENERAL NOTES
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n
A s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
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TOWN OF FARRAGUT
00394-0031.000
2B
GENERAL NOTES
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n
B s h t
P
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CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
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TOWN OF FARRAGUT
00394-0031.000
EI 951.74
OUTLET
TC 953.73
AD (8"X8")
EI 947.61
TC 953.66
AD
EI 950.34
TC 953.02
AD
EI 946.72
TC 953.00
AD
EI 945.98
HW
EI 947.45
HW
EI 944.96 (S)
EI 945.17 (W)
EI 945.02 (N)
TC 953.74
SA. MH.
EI 945.20 (S)
EI 945.26 (E)
EI 945.37 (N)
TC 953.96
SA. MH.
CONCRETE WATER DIVERTER
FAILING CONCRETE HEADWALL
FAILING CONCRETE WALL
RAILROAD TIE WALL
LOOSE ROCK BORDER
ROW OF PAVERS
MULCH
PAMPAS GRASS
RECORD)
OF
PLAT
(PER
EASEMENT
DRAINAGE
30'
(PER PLAT OF RECORD)
15' SANITARY SEWER EASEMENT
(PER PLAT OF RECORD)
30' DRAINAGE EASEMENT
(PER PLAT OF RECORD)
5' UTILITY & DRAINAGE EASEMENT
(PER PLAT OF RECORD)
EASEMENT
5' UTILITY & DRAINAGE
(PER PLAT OF RECORD)
EASEMENT
15' SANITARY SEWER
AT THIS END
CMP DAMAGED
Z D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
M B
S MONTICELLO DRIVE
4"HDPE
"C
M P
"C
M
8"CONC.
"C
O N
C
8"CONC. SA 8"CONC. SA 8"CONC. SA
S A
S A
"C
O N
C
"C
O N
C
S A
"C
O N
C
C O
N C
R E
T E
C O
N C
R E
T E
C O
N C
R E
T E
8 9
CONTROL PT# 1
CONTROL PT# 2
13" REDBUD
16" PEAR
EXISTING 5/8" IRON ROD
EXISTING 5/8" IRON ROD
D.B. 2130 / PG. 757
ARTHUR V. SIPF AND WIFE, PATSY D. SIPF
CAB. E / SLIDE 146C
VILLAGE GREEN - UNIT 9
LOT 6
D.B. 2186 / PG. 162
CAROLYN GAY & TIMOTHY SHAWN DOYLE
CAB. E / SLIDE 146C
VILLAGE GREEN - UNIT 9
LOT 7
#201501270040023
JOSEPH A. & LAURA G. FINSTER
CAB. E / SLIDE 146C
VILLAGE GREEN - UNIT 9
LOT 4
#201906040071504
PAULA GAYLE KNISLEY, TRUSTEE
CAB. E / SLIDE 146C
VILLAGE GREEN - UNIT 9
LOT 3
CHERRY
ORNAMENTAL
12"
REDBUD
6"
CHERRY
12"
HACKBERRY
15"
P O
T
.0
P O
T
.0
N
0 10 20 40
PRESENT LAYOUT
POINT NORTH EAST STATIONELEV. OFFSET
CONTROL POINTS
CP-1
CP-2
12.48' (RT)
12.43' (LT)
101+96.36
100+63.43570171.474 2507643.457 958.18
570223.057 2507792.797 954.17
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n
B s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
S T
A .5
M A
T C
H E
X
IS
T
IN
G
S T
A .5
M A
T C
H E
X
IS
T
IN
G
SLOPE
@ 3.19%
42" RCP
20 L.F. OF
SLOPE
@ 3.19%
42" RCP
11 L.F. OF
SLOPE
@ 3.19%
42" RCP
7 L.F. OF
O F F S
E T
.0
S T
A .5
F A
C E -O
F -C
U R
B
O F F S
E T
.0
S T
A .5
F A
C E -O
F -C
U R
B
O F F S
E T .5
S T
A .5
F A
C E -O
F -C
U R
B
O F F S
E T .5
S T
A .5
F A
C E -O
F -C
U R
B
S MONTICELLO DRIVE
D-CB-14P
DRAWING
SEE STD.
CB-14
D-CB-14P
DRAWING
SEE STD.
CB-14
N
0 10 20 40
4B
PROPOSED LAYOUT
TYPICAL TANGENT SECTION OF IMPROVEMENT
FINISHED GRADE
STA. 101+27.50 TO STA. 101+52.50
GROUND
EXISTING
L C
SOUTH MONTICELLO DRIVE
6' -10'
STRIP
GRASS
STRIP
GRASS
6' -10'
SLO
PE
VAR
IE
S
SLO
PE VAR
IES
0.020 F/F 0.020 F/F
TRAFFIC LANE
12.5'
TRAFFIC LANE
13'
PROPOSED PAVEMENT SCHEDULE
" THICK (APPROX. 132.5 LBS./SQ.YD.)2
1GRADING "D" SURFACE @ 1
ASPHALTIC CONCRETE SURFACE (HOT MIX)
411-02.10 ASPHALT CONCRETE MIX (PG70-22) (ACS) GRADING "D"
403-01 BITUMINUOUS MATERIAL FOR TACK COAT (RATE 0.07 GAL./SQ. YD.)
307-02.01 ASPHALT CONCRETE MIX (PG70-22) (BPMB-HM) GRADING "A"
403-01 BITUMINUOUS MATERIAL FOR TACK COAT (RATE 0.07 GAL./SQ. YD.)
MINERAL AGGREGATE BASE @ 8" THICK
303-01 MINERAL AGGREGATE, TYPE "A" BASE, GRADING "D"
4 6" SLOPING DETACHED CONCRETE CURB
702-01.01 SLOPING CONCRETE CURB
CURB
CONCRETE
DETACHED
6" SLOPING
CURB
CONCRETE
DETACHED
6" SLOPING
GROUND
EXISTING
BE REPLACED
PAVEMENT AREA TO
(APPROX. 345 LBS./SQ.YD.)
BITUMINOUS PLANT MIX BASE (HOT MIX) @ 2.5" THICK
1"=10' VERT.
1"=10' HORZ.SCALE:
4C
-100 -80
-60 -40 -20 0 20 40 60 80 100
CULVERT CROSS SECTION
965 965 c
INV. 946.96
13.03' RIGHT
OFFSET
INV. 947.98
-19.01 LEFT
OFFSET
INV. 947.77
-12.53 LEFT
OFFSET INV. 946.62
23.56' RIGHT
OFFSET
INV. 947.68
-9.53 LEFT
OFFSET
42" RCP @ 3.19% SLOPE
20 L.F. OF PROPOSED
42" RCP @ 3.19% SLOPE
11 L.F. OF PROPOSED
-0.020 -0.020 3:13:1
EL. 954.54
STA. 101+40.00
INV. 947.05
10.03' RIGHT
OFFSET
D-CB-14P
SEE STD. DWG
CB-14
D-CB-14P
SEE STD. DWG
CB-14
MONTICELLO
101+40.00
D-PE-42A
SEE STD. DWG
TYPE "U" ENDWALL
D-PE-42A
SEE STD. DWG
TYPE "U" ENDWALL
42" RCP @ 3.19% SLOPE
7 L.F. OF PROPOSED
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n
C S
H T
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
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IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
SIGN LEGEND
TYPE III BARRICADE ALONE
EREL
DIRECTLY BELOW AS APPROPRIATE
SIGN OR SHALL BE MOUNTED EREL
DIRECTLY BELOW AS APPROPRIATE
SIGN OR SHALL BE MOUNTED
F
DETOUR
DETOUR
DETOUR
DETOUR
ROAD
CLOSED
DETOUR
AHEAD
ROAD
CLOSED
AHEAD
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
48"x 48"
W20-3
A 30"x 24"
M4-9L
CL
30"x 24"
M4-9R
CR
BARRICADE
ON TYPE III
48"x 30"
R11-2
D
30"x 24"
M4-9T
CT
48"x 48"
W20-2
B
BARRICADE
ON TYPE III
60" X 30"
R11-3
R11-4 OR
G
48"x 18"
M4-10R
ER
48"x 18"
M4-10L
EL
N
N.T.S.
NOTES :
ALL OTHER RELATED ACTIVITIES.
SHALL BE PARAMOUNT IN THESE AND
THE PROPOSED CONSTRUCTION AREA
PUBLIC AND THE RESIDENTS ALONG
AND CONVENIENCE OF THE GENERAL
AS FIELD DETERMINED. THE SAFETY
AND TO MAKE APPROPRIATE ADJUSTMENTS
TRAFFIC CONTROL PLAN AS INDICATED
CONSTRUCTION TO IMPLEMENT THIS
CONTRACTOR OR AGENCY PERFORMING
1. IT IS THE RESPONSIBILITY OF THE
PRESENT.
NECESSITATING THEIR USE ARE NOT
COVERED WHEN CONDITIONS
DEVICES SHALL BE REMOVED OR FULLY
DEVICE USAGE IS SPORADIC, THE
NECESSITATING WARNING. WHEN
RELATED CONDITIONS ARE PRESENT
BE DISPLAYED OR ERECTED UNLESS
4. TRAFFIC CONTROL DEVICES SHALL NOT
VEHICLES THROUGH THE WORK AREA.
THE MOVEMENT OF EMERGENCY
MADE AT ALL TIMES TO EXPEDITE
PROPERTIES. PROVISION SHALL BE
THE WORK AREA AND ACCESS
TO ASSIST DRIVERS TO TRAVERSE
PERSONNEL SHALL BE AVAILABLE
TO CONSTRUCTION, CONTRACTOR
ACCESS IS SEVERELY RESTRICTED DUE
CONSTRUCTION. DURING TIMES WHEN
PROPERTIES AT ALL TIMES DURING
5. ACCESS SHALL BE MAINTAINED TO ALL
BANDS FOR NIGHT USAGE.
MINIMUM OF 28" WITH RETROREFLECTIVE
CONES. WHERE USED, CONES SHALL BE
STANDARD MUTCD DRUMS OR TRAFFIC
6. CHANNELIZING DEVICES SHALL BE
TYPE III BARRICADE
TEMPORARY MOUNTING
SIGN ON POST OR
WORK AREA
DEVICE LEGEND
D
D
G EL
G
A
B
A
B
200'
A
200'
CL
CL
CR
CR
ER
TRAFFIC CONTROL
EXTENT POSSIBLE.
CLOSURE SHALL BE MINIMIZED TO THE
OF FARRAGUT. THE DURATION OF THE
TAKE PLACE AS APPROVED BY THE TOWN
THE PROPOSED CLOSURE IS TO2.
DEVICES" (MUTCD).
"MANUAL ON UNIFORM TRAFFIC CONTROL
WITH THE CURRENT EDITIONS OF THE
ACTIVITIES SHALL BE IN ACCORDANCE
3. ALL TRAFFIC CONTROL DEVICES AND
EVIRD OLLECITNOM N
EVIRD OLLECITNOM S
EVIRD ENAVREHTAEW
E L
C
RI
C N
R E
V A
T D
L O
EVIRD KEERC RAIRB
E
VI
R D K
R
OF REVOLC
100'
A
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
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CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
8 9
P O
T
.0
P O
T
.0
EROSION PREVENTION AND
SEDIMENT CONTROL LEGEND
SYMBOL ITEM STD. DWG.
WORK ZONE
OUT-2
OUT-3
OUT-4
OUT-5
EC-STR-37TUBE 12" TUBE 12" 12 INCH SEDIMENT TUBE
(V-DITCH)
ENHANCED ROCK CHECK DAM
EC-STR-6A
SUSPENDED PIPE DIVERSION
EC-STR-33A
EC-STR-33
SFB SFB SFB
BACKING
SILT FENCE WITH WIRE
EC-STR-3C
OUT-1
N
0 10 20 40
SEDIMENT CONTROL PLAN (STAGE 1)
EROSION PREVENTION AND
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
8 9
P O
T
.0
P O
T
.0
EROSION PREVENTION AND
SEDIMENT CONTROL LEGEND
SYMBOL ITEM STD. DWG.
WORK ZONE
OUT-2
OUT-3
OUT-4
OUT-5
EC-33 AND EC-33A
DIVERSION STD.
SUSPENDED PIPE
EC-STR-37TUBE 12" TUBE 12" 12 INCH SEDIMENT TUBE
(V-DITCH)
ENHANCED ROCK CHECK DAM
EC-STR-6A
SUSPENDED PIPE DIVERSION
EC-STR-33A
EC-STR-33
SFB SFB SFB
BACKING
SILT FENCE WITH WIRE
EC-STR-3C
OUT-1
S MONTICELLO DRIVE
N
0 10 20 40
SEDIMENT CONTROL PLAN (STAGE 2)
D r a w in g s T r a n s p o r t a t io n C o n s t r u c t io n s h t
P
M
CCI PROJECT NO.
DATE
P.M.
DRAWN
Q.C.
WAS
AEA
WAS
PROJECT:
CLIENT:
REVISIONS DATE
P R E
LI
M
IN
A R
Y 02-04-2026
TOWN OF FARRAGUT
00394-0031.000
REPLACEMENT
SOUTH MONTICELLO CULVERT
P O
T
.0
P O
T
.0
EROSION PREVENTION AND
SEDIMENT CONTROL LEGEND
SYMBOL ITEM STD. DWG.
SODDING (NEW SOD) RD11-S-11A
S MONTICELLO DRIVE
N
0 10 20 40
SEDIMENT CONTROL PLAN (STAGE 3)
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