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

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REVISIONS DATE

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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

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CCI PROJECT NO.

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P.M.

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CLIENT:

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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

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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.

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Q.C.

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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

M

CCI PROJECT NO.

DATE

P.M.

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CLIENT:

REVISIONS DATE

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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

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WAS

PROJECT:

CLIENT:

REVISIONS DATE

P R E

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IN

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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

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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

M

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

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-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)