RFQ_2026-18_Virtue_Rd_ROW_Plans.pdf

22 MB Posted

Attached to
Right of Way Support and Property Acquisition Services
Solicitation number
2026-18
Issued by
Knox County, Tennessee

About this file

Written by GovTribe AI ·

This document is a set of Right of Way (R.O.W.) Plans and supporting exhibits for a roadway improvement project conducted by the Town of Farragut, Tennessee, involving Virtue Road and Boyd Station Road. The project, identified as State Project #47LPLM-F2-216 and Federal Project #STP-M-9109(195), encompasses approximately 5,565 linear feet (1.054 miles) of grading, drainage, base, paving, bridge, and signal improvements. The project extends from Needlegrass Lane to Willow Cove Way and involves design speeds of 35 mph with posted speeds of 30-35 mph. The R.O.W. plans include 14 sheets of detailed plan and profile drawings (Sheets 4-14), property maps, removal and relocation plans (Sheets 3D-3J), utility notes, typical sections, pavement schedules, cross sections, traffic control plans, signing and pavement marking details, mid-block trail crossings, lighting plans, and boardwalk structural plans. The project requires the acquisition of Right of Way, permanent drainage easements, slope easements, and construction easements across approximately 23 tracts of property, with detailed property identification, ownership information, and acquisition requirements documented throughout the plans.

The plans incorporate significant infrastructure elements including retaining walls (five wall sections with geogrid reinforcement and timber options), shared use paths (both asphalt and boardwalk sections totaling approximately 3,600 linear feet), drainage improvements with multiple catch basins and pipe replacements, utility relocations, guardrail installations and removals, and driveway reconstructions. Design features include varying pavement sections with asphalt concrete mixes (PG64-22), concrete curb and gutter (Type 6-30), and full-depth 2-foot paved shoulders in select locations. The project contains multiple curves with superelevation transitions, vertical curves with varying K-values, and 18-24 inch reinforced concrete pipe and corrugated metal pipe drainage systems. Utility coordination with multiple providers, including Norfolk Southern Railway, is documented. The original survey was completed in May 2023, with R.O.W. acquisition planning approved as of June 2025, and final design drawings dated August 2025, indicating the project is in advanced stages of development prior to construction procurement and property acquisition activities.

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2026-18_ROW_Support_Addendum_2.pdf PDF
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RFQ_2026-18_Virtue_Rd_ROW.pdf PDF

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N

GRADING, DRAINAGE, BASE, PAVING, BRIDGE, AND SIGNALS

KNOX COUNTY, TENNESSEE

TOWN OF FARRAGUT

STATE PROJECT #: 47LPLM-F2-216

FED. PROJECT #: STP-M-9109(195)

PIN: 132927.00

LOCALLY LET PROJECT

LOCALLY MANAGED PROJECT

PROJECT LENGTH = 5,565 LF (1.054 MI)

SCALE: 1"=1000'

SPECIAL NOTES

INDEX OF SHEETS

TRAFFIC DATA

STA. 11+25.00

STA. 66+90.00

SHEET 1

SHEET

TITLE

NO EXCLUSIONS

APPROVED 06-25-25

DESIGN EXCEPTION

OF NEEDLEGRASS LANE TO WILLOW COVE WAY

VIRTUE ROAD / BOYD STATION ROAD FROM SOUTH

COMPLETED MAY 2023

ORIGINAL SURVEY

BEGIN PROJECT NO. STP-M-9109(195) (PREL.)

STA. 11+98.98

BEGIN PROJECT NO. STP-M-9109(195) (R.O.W.)

N 560137.6388, E 2507654.4625

END PROJECT NO. STP-M-9109(195) (R.O.W.)

N 556168.0001, E 2509545.2506

STA. 66+90.00

END PROJECT NO. STP-M-9109(195) (PREL.)

N 556168.0001, E 2509545.2506

35 MPH

30 MPH

3,309

4,912

DESIGN SPEED

POSTED SPEED

AADT (2023) - BOYD STATION RD

AADT (2023) - VIRTUE RD

N 560089.7413 E 2507710.8472

47LPLM-F1-216

47LPLM-F2-216 47LPLM-F1-216

47LPLM-F2-216

NOT USED IN NUMBERING OF SHEETS.

NOTE: THE ALPHABETICAL LETTERS "I", "O" & "Q" ARE

XS1 - XS12

TC1 - TC3

SP1 - SP6

SG1 - SG2

S1 - S5

EP1 - EP6

15 - 16

4A - 14A

4 - 14

3D - 3J

3B - 3C

3A

CROSS SECTIONS

TRAFFIC CONTROL PLAN

SIGNING AND PAVEMENT MARKINGS

MID-BLOCK TRAIL CROSSINGS AND LIGHTING PLAN

BOARDWALK STRUCTURAL PLANS

EROSION PREVENTION & SEDIMENT CONTROL PLAN

RETAINING WALL ELEVATIONS

SIDE STREET AND DRIVEWAY PROFILES

R.O.W. DETAILS

PLAN AND PROFILE

REMOVAL AND RELOCATION PLAN

PROPERTY MAP

R.O.W. ACQUISITION TABLE AND LEGEND

R.O.W. NOTES, UTILITY NOTES & UTILITY OWNERS

TYPICAL SECTIONS AND PAVEMENT SCHEDULE

TITLE SHEET

AUGUST 2025

AND IN THE PROPOSAL CONTRACT.

ADDITIONAL SPECIFICATIONS AND SPECIAL PROVISIONS CONTAINED IN THE PLANS

THE TENNESSEE DEPARTMENT OF TRANSPORTATION DATED JANUARY 1, 2021 AND

THIS PROJECT TO BE CONSTRUCTED UNDER THE STANDARD SPECIFICATIONS OF

EXCESSIVE OR BELOW THE REASONABLE COST ANALYSIS VALUE.

UNIT PRICES CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED, EITHER

PROPOSALS MAY BE REJECTED BY THE TOWN OF FARRAGUT IF ANY OF THE

STD.=8', PROP.=2'

3) SHOULDER WIDTH

STD.=12', PROP.=11'

2) LANE WIDTH

STD.=50 MPH, PROP.=35 MPH

1) DESIGN SPEED

R E

V D

A T E

R E

V

IS

IO

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E S

C R

IP

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IO

N

SHEET TITLE:

DRAWN BY: DESIGNED BY:

DATE: SCALE:

PROJECT NUMBER: FAR302

JCE

AS SHOWN

F A

R R

A G

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T E

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E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

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O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

AUG 2025

FARRAGUT

LIT

TLE

TURKEY C

R.

Little Turkey Cr.

V

IR

T U E R

D

BR

O

AD

W

O O

D D

R

EVANS RD.

W . K

IN

G

SG

ATE

R

D

T U R K E Y C

R E E K R

D

BO

YD

S

TATI

O

N R

D

M cF

E E R

D

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AS SHOWN

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D B

O Y

D S

T A

T I O

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O A

D F

R O

M S

O U

T H

PLANS

R.O.W.

AUG 2025

SHEET 2

CONST.

ESMT.

V A R

1'

0.02 F/F

0.02 F/F

0.02 F/F

0.02 F/F

V A R

V A R

ESMT.

SLOPE

TANGENT SECTION

SUPERELEVATED SECTION

11' 10'11'

GRADE

FINISHED

GROUND

EXISTING

11'11'

GRADE

FINISHED

S.E.

SLOPE SAME AS S.E.

S.E.

GROUND

EXISTING

GROUND

EXISTING

55'-60' RIGHT-OF-WAY (PRES.) (PROP.)

OF-WAY

RIGHT-

(PROP.)

OF-WAY

RIGHT-

0.015 F/F

USE PATH

SHARED

55'-60' RIGHT-OF-WAY (PRES.)

A

B

A

B

SCHEDULE

PAVEMENT

SECTIONS AND

TYPICAL

DRIVEWAY SECTION

PRIVATE DRIVE TO BUSINESS,

FIELD, OR RESIDENTIAL PROPERTY

2'

:1

M A X

:1

GROUND

EXISTING

GROUND

EXISTING

BASE - 4"

BASE - 4"

BINDER - NONE

BASE, ITEM NO. 303-01

:1

X

MINERAL AGGREGATE @ 10" THICK

303-01 MINERAL AGGREGATE, TYPE "A" BASE, GRADING "D"

MINERAL AGGREGATE @ 4" THICK

303-01 MINERAL AGGREGATE, TYPE "A" BASE, GRADING "D"

307-01.01 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING "A"

411-01.07 ACS MIX (PG64-22) GRADING "E" SHOULDER

411-01.10 ACS MIX (PG64-22) GRADING "D"

307-01.08 ASPHALT CONCRETE MIX (PG64-22) (BPMB-HM) GRADING "B-M2"

GRADING "D" SURFACE @ 1.25" THICK (APPROX. 132.5 LB/SY)

ASPHALTIC CONCRETE SURFACE (HOT MIX) PG64-22

TACK COAT

BUSINESS FIELD OR RESIDENTIAL

CONCRETE CURB AND GUTTER

DEPTH OF GUTTER (D) = 6"

702-03 CONCRETE COMBINED CURB AND GUTTER (TYPE 6-30)

PROPOSED PAVEMENT SCHEDULE

GRADING "B-M2" @ 2.00" THICK (APPROX. 226 LB/SY)

BITUMINOUS PLANT MIX BASE (HOT MIX) PG64-22

SURFACE - 1.25"

SURFACE - 1.25"

BINDER - 1.75"

STA. 11+50.00 TO STA. 13+83.48

STA. 16+73.30 TO STA. 16+76.40

STA. 19+08.07 TO STA. 21+00.00

STA. 28+25.00 TO STA. 32+53.24

STA. 37+83.33 TO STA. 40+66.14

G R

A S

S

2'

G R

A S

S

STA. 44+11.50 TO STA. 44+54.91

STA. 50+73.82 TO STA. 51+75.70

STA. 57+28.93 TO STA. 57+38.87

STA. 63+28.59 TO STA. 66+90.00

STA. 11+25.00 TO STA. 11+50.00

STA. 13+83.48 TO STA. 16+73.30

STA. 16+76.40 TO STA. 19+08.07

STA. 21+00.00 TO STA. 28+25.00

STA. 32+53.24 TO STA. 37+83.33

STA. 40+66.14 TO STA. 44+11.50

STA. 44+54.91 TO STA. 50+73.82

STA. 51+75.70 TO STA. 57+28.93

STA. 57+38.87 TO STA. 63+28.59

C

C

GRADING "A" @ 2.75" THICK (APPROX. 316.25 LB/SY)

BITUMINOUS PLANT MIX BASE (HOT MIX) PG64-22

GRADING "E" SHOULDER @ 1.25" THICK (APPROX. 132.5 LB/SY)

ASPHALTIC CONCRETE SURFACE (HOT MIX) PG64-22

SURFACE, ITEM NO. 411-01.10

BINDER, ITEM NO. 307-01.08

SEE 403.05 FOR DETERMINING APPLICATION RATE IN THE FIELD.

403-01 BITUMINOUS MATERIAL FOR TACK COAT (TC) AT 0.05-0.10 GAL./S.Y.

PRIME COAT

6 8

402-01 BITUMINOUS MATERIAL FOR PRIME COAT (PC) AT 0.30-0.35 GAL./S.Y.

D

TDOT STD. DWG. S-GRS-3.

GUARDRAIL MOUNTED TO TOP OF WALL WITH BASE PLATE, SEED

HEIGHT

WALL, 7' MAX EXPOSED

VEGETATED GEOCOMPOSITE

(BASED ON STD. DWGS. RD11-TS-2 & MM-TS-2)

2.

1.

NOTES:

CONCRETE DRIVEWAYS ARE 6" OF CONCRETE AND 4" OF BASE.

DITCH TO BE CONSTRUCTED WHERE DIRECTED BY THE ENGINEER.

THEY DO NOT FACE HOMES OR THE ROADWAY (NO AESTHETICS).

TYPE BECAUSE THEY ARE LESS THAN 5' IN EXPOSED HEIGHT, AND

ALL WALLS ON THE LEFT SIDE ARE STANDARD CONCRETE GRAVITY-

EXCEPTION FOR SHOULDER WIDTH WAS APPROVED ON 08/20/2024.

ON THE LEFT SIDE FROM STA.58+30.00 TO STA. 66+90.00. A DESIGN

A FULL-DEPTH 2' PAVED SHOULDER REPLACES THE CURB AND GUTTER

12' MIN. WIDTH

TYPICAL GUARDRAIL PLACEMENT.

GUARDRAIL AS REQUIRED. SEE STANDARD DRAWING S-PL-6 FOR

2.5'

2.5'

10'

USE PATH

SHARED

B

BOARDWALK

TIMBER

RETAINING WALL SECTION

FILL WALL, LEFT SIDE

TYPICAL SECTION NOTES:

10'

USE PATH

SHARED

B

BOARDWALK

TIMBER

STA. 11+65.00 TO STA. 13+10.00

STA. 15+40.00 TO STA. 16+10.00

STA. 41+20.00 TO STA. 42+20.00

STA. 42+70.00 TO STA. 45+00.00

2.5'

2.5'

2'

TO STA. 45+50.00.

SHARED USE PATH (BOARDWALK): LEFT SIDE FROM STA. 33+60.00 TO

AND LEFT SIDE FROM STA. 45+50.00 TO STA. 46+80.00.

STA. 32+93.00, RIGHT SIDE FROM STA. 46+70.00 TO STA. 50+65.00,

SHARED USE PATH (ASPHALT): RIGHT SIDE FROM STA. 31+34.35 TO

STD. DWG. W-SG-1

HEIGHT, SEE TDOT

5' MAX EXPOSED

TYPE CONCRETE WALL,

STANDARD GRAVITY-

13.5'

A

C

3.5'

3.5'

1'

(BASED ON STD. DWG. RD11-TS-2 & MM-TS-2)

STA. 26+05.00 TO STA. 28+30.00

2.5'

V A R

10'

GROUND

EXISTING

0.015 F/F

USE PATH

SHARED

B

2'

G R

A S

S

6 8

CONST.

ESMT.ESMT.

SLOPE

G R

A S

S

2.5'

V D

A T E

R E

V

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E S

C R

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AS SHOWN

F A

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PLANS

R.O.W.

JUNE 2025

SHEET 3

UTILITY OWNERS

NOTES, AND

NOTES, UTILITY

RIGHT-OF-WAY

UTILITY OWNERS

CORRESPONDENCE. SOME OF THOSE SHOWN ABOVE MAY NOT HAVE FACILITIES WITHIN THE PROJECT LIMITS, NOTE: AT THE TIME OF THIS SUBMITTAL, NOT ALL LISTED UTILITIES HAD RESPONDED TO THE EARLY NOTIFICATION LETTERS AND FOLLOW-UP

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PLANS

R.O.W.

AUG 2025

PROPERTY MAP LEGEND

PRESENT R.O.W.

SLOPE EASEMENT

PROPOSED R.O.W.

CONSTRUCTION EASEMENT

SHEET 3A

TABLE AND LEGEND

ACQUISITION

RIGHT-OF-WAY

A FOR WORKING ROOM

PRESENT & PROPOSED R.O.W.

ADRAINAGE

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O A

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O U

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NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

N 559432.2292 E 2508242.9148

STA. 20+00.00 VISTA BROOK LN

STA. 20+54.00 VIRTUE ROAD =

47LPLM-F1-216

STA. 11+25.00

BEGIN PROJECT NO. STP-M-9109(195) (PREL.)

N 560137.6388 E 2507654.4625

47LPLM-F2-216

STA. 11+98.98

BEGIN PROJECT STP-M-9109(195) (R.O.W.)

N 560089.7413 E 2507710.8472

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PLAT 200111080037267 LOT 43

WDB 20030618 PG 0117062

MAP 152 PARCEL 42.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 40

WDB 20030618 PG 0117062

MAP 152 PARCEL 40.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 39

WDB 20030618 PG 0117062

MAP 152 PARCEL 39.00

VISTA HOMEOWNERS ASSOC., LLC

5 7

WDB 20230517 PG 0061627

MAP 152 PARCEL 37.00

PLD INVESTMENTS, LLC

PLAT 200111080037267 LOT 44

WDB 20030618 PG 0117062

MAP 152 PARCEL 44.00

VISTA HOMEOWNERS ASSOC., LLC

WDB 20230517 PG 0061627

MAP 152 PARCEL 50.00

PLD INVESTMENTS, LLC

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 20100107 PG 0045288

MAP 152 PARCEL 39.00

WILLIAMS JANICE H

WDB 1547 PG 1000

MAP 152 PARCEL 49.00

WATERS, JAMES H & KAY

PLAT L347-A LOT 2

WDB 2023 PG 1110

MAP 152 PARCEL 35.01

& MAUREEN THERESA

LOVELL, WILLIAM E JR

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAURICE THERESA

LOVELL, WILLIAM E JR

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

PLAT 201811080029770 LOT 202R

WDB 1569 PG 1040

MAP 152 PARCEL 94.00

GALBRAITH, DAVID MOORE

W.

O.

R

P O

P

S E

R P

.W.O.R .P

ORP & .

SERP

W.

O.

R

P O

S E

R P

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

VIRTUE ROAD

PROP. R.O.W.

PRES. &

WOODED BUFFER AREA ALONG THE CREEK.

IN ORDER TO AVOID DISTURBING THE DENSELY

NOTE: THERE ARE NO CONST. ESMTS. ON TRACT 30

E V

A

V I S

T

B

O O

K

L

A N

E

(TYP.)

SLOPE ESMT.

(TYP.)

CONST. ESMT.

N

SHEET 3B

SCALE: 1" = 100'

100 200

M A

T C

H L

IN

E

S E

E S

H E

E T N

O C

S T

A

MATCH LINE THIS SHEET

MATCH LINE THIS SHEET

11+25 TO 30+50

PROPERTY MAP

FROM THE SLOPE LINES, UNLESS LABELED OTHERWISE.

NOTE: ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET

H

T

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D L E

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V I R

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D F

R O

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O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

40 45

STA. 40+00.00 TURKEY CREEK RD

STA. 33+29.00 VIRTUE ROAD =

N 558430.3853 E 2509030.4698

N 558638.9257 E 2508855.0808

STA. 30+00.00 EVANS ROAD

STA. 30+56.50 VIRTUE ROAD =

N 556168.0001 E 2509545.2506

N 556168.0001 E 2509545.2506

STA. 66+90.00

END PROJECT STP-M-9109(195) (PREL.)

47LPLM-F1-216

47LPLM-F2-216

STA. 66+90.00

END PROJECT STP-M-9109(195) (R.O.W.)

STA. 50+00.00 WILLOW COVE WAY

STA. 67+12.00 VIRTUE ROAD =

N 556153.8272 E 2509528.4201

NORFOLK SOUTHERN RAILWAY

PLAT 202103250078400 LOT PT1

WDB 20210729 PG 007927

MAP 162 PARCEL 50.00

HOMESTEAD LAND HOLDINGS, LLC

WDB 1663 PG 1057

MAP 152 PARCEL 53.00

VIRTUE CUMBERLAND PRESBYTERIAN CHURCH

WDB 1644 PG 373 & 375

MAP 162 PARCEL 54.09

SHEPHERD, EDITH GERTRUDE

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

WILLIAMS, STEVE E & VIRGINIA T

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

MATHIS, JAMES J JR & DEBORAH ANN

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

MATHIS, JAMES J JR & DEBORAH ANN

WDB 1663 PG 1057

MAP 152 PARCEL 54.10

PRESBYTERIAN CHURCHVIRTUE CUMBERLAND

PLAT 62S-80 LOT 7

WDB 20230403 PG 0053352

MAP 162 PARCEL 54.02

& TANYA LOUISE

WEAVER, MICHAEL JOSEPH

PLAT 62S-80 LOT 6

WDB 20210816 PG 0013109

MAP 162 PARCEL 54.03

MELISSA L

STOUT, AARON J &

PLAT P102-D LOT 2

WDB 20161003 PG 0021488

MAP 162 PARCEL 55.01

MASSENGILL, GEORGE M

PLAT P102-D LOT 1

WDB 2259 PG 860

MAP 162 PARCEL 55.00

JOLLY, JEFFREY B SR & GAYE G

PLAT NR-NR LOT 8

WDB 20111202 PG 0030061

MAP 162 PARCEL 54.11

& ELIZABETH L

BUTLER, CHARLES LEE

PLAT 67S-26 LOT 9

WDB 2010 PG 21

MAP 162 PARCEL 54.12

ATCHLEY, DONOVAN OLCOTT

PLAT 66S-89 LOT 10

WDB 19991222 PG 0046927

MAP 162 PARCEL 54.13

REYNOLDS, BART E & THERESA A

PLAT 62S-80 LOT 5

WDB 1916 PG 351

MAP 162 PARCEL 54.04

RICE, JOHNNY F & SHARON W

PLAT 62S-80 LOT 4

WDB 1578 PG 458

MAP 162 PARCEL 54.05

HUSKEY, CHARLES E & WANDA F

PLAT 62S-80 LOT 3

WDB 20030930 PG 0038042

MAP 162 PARCEL 54.06

ASHER, JANICE L

PLAT 62S-80 LOT 2

WDB 20210920 PG 0023120

MAP 162 PARCEL 54.07

NICHOLL & SARAH

MONTGOMERY, CHRISTOPHER

PLAT 62S-80 LOT 1

WDB 20181001 PG 0021166

MAP 162 PARCEL 54.08

VEST, DANNY WAYNE

POLLARD, TINA &

PROP. R.O.W.

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

W.

O.

R

P O

S E

R P

PRES. R.O.W.

PERM. DRAINAGE ESMT.

PROP. R.O.W.

PRES. & PROP. R.O.W.

VIRTUE ROAD

D A

O

I T

A

Y

O B

E V

A

T U

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C

E

K

W.

O.

R

P O

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W.

O.

R

P O

S E

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(TYP.)

CONST. ESMT.

(TYP.)

SLOPE ESMT.

(TYP.)

SLOPE ESMT.

(TYP.)

CONST. ESMT. PRES. & PROP. R.O.W.

PRES. R.O.W.

PRES. & PROP. R.O.W.

PROP. R.O.W.PRES. R.O.W.

FOLLOW THE EDGE OF BARN.

DISTURBED. CONST. ESMT. WILL

NOTE: THE BARN IS NOT TO BE

PRES. & PROP. R.O.W.

COVE WAY

WILLOW

BARN

PERM. DRAINAGE ESMT.

N

SHEET 3C

SCALE: 1" = 100'

100 200

30+50 TO 66+90

PROPERTY MAP

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O B

SCALE: 1" = 600'

INSET - TRACT 14

FROM THE SLOPE LINES, UNLESS LABELED OTHERWISE.

NOTE: ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET

S S

S

S

U

E

R E

V D

A T E

R E

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IO

N D

E S

C R

IP

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JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

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O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

N 560137.6388 E 2507654.4625

N 560089.7413 E 2507710.8472

STA. 11+25.00

BEGIN PROJECT NO. STP-M-9109(195) (PREL.)

STA. 11+98.98

BEGIN PROJECT STP-M-9109(195) (R.O.W.)

47LPLM-F1-216

TO

P

6.

TO

P

4.

DAOR EUTRIV

REMOVE ASPHALT PAVEMENT

AHEAD SIGN

RELOCATE CURVE

STA. 11+25.00

CUT GUARDRAIL

REMOVE 347 LF OF GUARDRAIL

POLE (BY OTHERS)

RELOCATE UTILITY

GRADING LIMITS

GRADING LIMITS

STA. 20+00.00 VISTA BROOK LN

STA. 20+54.00 VIRTUE ROAD =

N 559432.2292 E 2508242.9148

W V

W V

W V

T O P .8

T O P .4

IN

V

.3

D U

C T

IL

E

IR

O N

IN

V

.4

D U

C T

IL

E

IR

O N

IN

V

.0

D U

C T

IL

E

IR

O N

IN

V

.0

D U

C T

IL

E

IR

O N

T O P .0

AS

P H

AL

T

G R

A V E L

CONC.

A S P

H

RESID

ENCE1-STORY

DAOR EUTRIV

V I S

O

L

AND CABLE FENCE

REMOVE 180 LF OF POST

REMOVE ASPHALT PAVEMENT

CROSSING SIGN

RELOCATE DEER

STIMIL GNIDARG

STIMIL GNIDARG

STEPS

REMOVE CONCRETE

FOR NEW DRIVEWAY

ASPH. PAVEMENT

REMOVE CONC. AND

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PLAT 200111080037267 LOT 43

WDB 20030618 PG 0117062

MAP 152 PARCEL 42.00

VISTA HOMEOWNERS ASSOC., LLC

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

.W.O.R .P

ORP

SERP

.W.O.R .P

ORP

SERP

.TMSE .TSNOC

.TMSE EPOLS

PLAT 200111080037267 LOT 40

WDB 20030618 PG 0117062

MAP 152 PARCEL 40.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 39

WDB 20030618 PG 0117062

MAP 152 PARCEL 39.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 44

WDB 20030618 PG 0117062

MAP 152 PARCEL 44.00

VISTA HOMEOWNERS ASSOC., LLC

34 33

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 20100107 PG 0045288

MAP 152 PARCEL 39.00

WILLIAMS, JANICE H

WDB 1547 PG 1000

MAP 152 PARCEL 49.00

WATERS, JAMES H & KAY

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

SLOPE ESMT.

CONST.

E

SMT.

CONST. ESMT.

ESMT.

CONST.

N

M A

T C

H L

IN

E

S T

A

SCALE: 1" = 20'

20 400

S E

E T

H

IS

S

H E

E T

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S E

E T

H

IS

S

H E

E T

N

SCALE: 1" = 20'

20 400

SHEET 3D

11+25 TO 21+50

RELOCATION PLAN

REMOVAL AND

S E

E S

H E

E T N

O

U

W

W

S S

S

D

YH

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

IN

V

.4

C M P

IN

V

.5

C M P

G M

K G

M K

G R

A V E

L

G R

A V E

L

G R

A V E

L ASPHALT

DAOR EUTRIV

18" CMP & ENDWALL

REMOVE 40 LF OF

RELOCATE MAILBOXES

REMOVE ASPHALT PAVEMENT WALL AND STEPS

REMOVE 213 LF OF STONE

RELOCATE MAILBOX

STIMIL GNIDARG

POLE (BY OTHERS)

RELOCATE UTILITY

STIMIL GNIDARG

STA. 30+00.00 EVANS ROAD

STA. 30+56.50 VIRTUE ROAD =

N 558638.9257 E 2508855.0808

TO

P .0

TO

P .8

TO

P .1

IN

V

.3

P V C

IN

V

.6

D U

C

TI

L E

IR

O N

IN

V

.9

D U

C

TI

L E

IR

O N

IN

V

.3

D U

C

TI

L E

IR

O N

IN

V

.5

P V C

IN

V

.9

P V C

IN

V

.1

P V C

IN

V

.5

P V C

IN

V

.7

P V C

W V

W V

H Y D

W V

W V

DAOR EUTRIV

E V

A

IN

V

.5

IN

V

.5

D U

C

TI

L E

IR

O N

REMOVE WARNING SIGN

CURB AND GUTTER

REMOVE 28 LF OF

GRADING LIMITS)FENCE (WITHIN130 LF

OF WOODREMOVE AND RESET

STIMIL GNIDARG

REMOVE ASPHALT PAVEMENT

STIMIL GNIDARG

GRADING LIMITS)

FENCE (WITHIN

130 LF OF WOOD

REMOVE AND RESET

WDB 20230517 PG 0061627

MAP 152 PARCEL 37.00

PLD INVESTMENTS, LLC

WDB 20230517 PG 0061627

MAP 152 PARCEL 50.00

PLD INVESTMENTS, LLC

.W.O.R .PORP & .SERP

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

PLAT L347-A LOT 2

WDB 2023 PG 1110

MAP 152 PARCEL 35.01

& MAUREEN THERESA

LOVELL, WILLIAM E JR

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .PORP & .SERPCONST. ESMT.

CONST. ESMT.

CONST. ESMT.

C O

N S

T

E S

M T

122.10'

S 35° 27' 26" E

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .SERP

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

PLAT 201811080029770 LOT 202R

WDB 1569 PG 1040

MAP 152 PARCEL 94.00

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

CONST. ESMT.

SLOPE ESMT.

.W.O.R .PORP

CONST. ESMT.

ESMT.

SLOPE

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

S T

A

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

M A

T C

H L

IN

E S

T A

S E

E T

H

IS

S

H E

E T

N

21+50 TO 32+50

RELOCATION PLAN

REMOVAL AND

SHEET 3E

S E

E S

H E

E T N

O F

S E

E S

H E

E T N

O

IR

IR

S

T

T

E

M H

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

35STA. 40+00.00 TURKEY CREEK RD

STA. 33+29.00 VIRTUE ROAD =

N 558430.3853 E 2509030.4698

TO

P .1

IN

V

.1

P V C

IN

V

.3

P V C

IN

V

.6

D U C

TI

LE

IR

O N

G V

G

VG

V

W V

A S P

H A L T

ASPH.

G R

A V E L

G

ATE

BARN

DAOR EUTRIV

T U

R K

E

OR GUARDRAIL

REMOVE 330 LF

70 EACH (NOT SHOWN)

POSTS ALONG ROADWAY, APPROX.

REMOVE SERIES OF SHORT WOOD

TNEMEVAP TLAHPSA EVOMER

REMOVE INTERSECTION SIGN

GRADING LIMITS)

FENCE (WITHIN

130 LF OF WOOD

REMOVE AND RESET

STIMIL GNIDARG

GRADING LIMITS)

FENCE (WITHIN

50 LF OF WOOD

REMOVE AND RESET

WORKING ROOM)

FENCE (IF NECESSARY FOR

REMOVE AND RESET WOOD

(CONTINUED BELOW)

REMOVE 175 LF OF GUARDRAIL

IN

V.

.1

R C P

IN

V.

.4

R C P

DAOR EUTRIV

STONE WALL

OF 18" RCP

REMOVE 50 LF

STIMIL GNIDARG

TNEMEVAP TLAHPSA EVOMER

NEXT SHEET)

(CONTINUED ON

OF GUARDRAIL

REMOVE 262 LF

STIMIL GNIDARG

GRADING LIMITS)

OF WOOD FENCE (WITHIN

REMOVE AND RESET 160 LF

.W.O.R .PORP & .SERP

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

CONST. ESMT.

CONST. ESMT.

W.

O.

R

P

O

RP & .SERP

.W.O.R .PORP

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

ESMT.

SLOPE

C O

N S T E S

M T

. WDB 1974 PG 982

MAP 152 PARCEL 33.03

WILLIAMS, STEVE & VIRGINIA

E S

M T

C O

N S

T

INSET BELOW

ESMT. - SEE

PERM. DRAIN.

WDB 1663 PG 1057

MAP 152 PARCEL 53.00

VIRTUE CUMBERLAND PRESBYTERIAN CHURCH

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

CONST. ESMT.

SLOPE ESMT.

PRES. & PROP. R.O.W.PRES. & PROP. R.O.W.

E S

M T

C O

N S

T

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

S T

A

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

S T

A

M A

T C

H L

IN

E

SCALE: 1" = 20'

20 400

M A

T C

H L

IN

E S

T A

S E

E T

H

IS

S

H E

E T

N

SHEET 3F

S E

E S

H E

E T N

O

G

S E

E S

H E

E T N

O E

32+50 TO 43+50

RELOCATION PLAN

REMOVAL AND

YH

W

W W

W

E

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

STATION EQUATION:

STA. 46+93.82 AHEAD

STA. 46+93.33 BACK =

TO

P .4

'TO

P .0

IN

V.

.5

C M P

IN

V.

.0

C M P

FU

LL

IN

V.

.4

C M P

W V

H

YD

A S P

H A L T

GRAVEL

G R

AVE

L

W

DAOR EUTRIV

STO

N E

W

ALL

RET. WALL

SIGN

TNEMEVAP TLAHPSA EVOMER

POLE (BY OTHERS)

RELOCATE UTILITY

POLE (BY OTHERS)

RELOCATE UTILITY

& 30 LF OF 18" CMP

REMOVE CATCH BASIN

& 32 LF OF 24" CMP

REMOVE CATCH BASIN

AHEAD SIGN

RELOCATE DRIVEWAY

STIMIL GNIDARG

(BY OTHERS)

POLE & GUY WIRES

RELOCATE UTILITY

LIMITS

GRADING

W V

W V

GRAVEL

AS

PHALT

CONCRETE

C O

N C

R E

T E

C O

N C

R E T E

CONCRETE

CONCRETE

A S P

H A L T

DAOR EUTRIV

STIMIL GNIDARG

TNEMEVAP TLAHPSA EVOMER

POLE (BY OTHERS)

RELOCATE UTILITY

RELOCATE MAILBOX

STEPS

REMOVE WOOD

SIGN

SPEED LIMIT

RELOCATE

(BY OTHERS)

POLE & GUY WIRES

RELOCATE UTILITY

STIMIL GNIDARG

WDB 1663 PG 1057

MAP 152 PARCEL 53.00

VIRTUE CUMBERLAND PRESBYTERIAN CHURCH

.W.O.R .PORP & .SERP

.W.O.R .P

ORP & .SERP

.W.O.R .P

ORP & .SERP

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

CP#2

C O N S T E S

M T

. CONST. ESMT.

SLOPE ESMT.

ESMT.

SLOPE

CONST. ESMT.

.W.O.R .PORP

PRES. R.O.W.

CONST. ESMT.

CONST. ESMT.

ESMT.

DRAIN.

PERM.

PLAT 202103250078400 LOT PT1

WDB 20210729 PG 007927

MAP 162 PARCEL 50.00

HOMESTEAD LAND HOLDINGS, LLC

WDB 1663 PG 1057

MAP 152 PARCEL 54.10

PRESBYTERIAN CHURCH

VIRTUE CUMBERLAND

.W.O.R .PORP & .SERP

.W.

O.

R .P

ORP

.S

ERP

.W.O.R .PORP & .SERP

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

PLAT P102-D LOT 2

WDB 20161003 PG 0021488

MAP 162 PARCEL 55.01

MASSENGILL, GEORGE M

PLAT P102-D LOT 1

WDB 2259 PG 860

MAP 162 PARCEL 55.00

JOLLY, JEFFREY B SR & GAYE G

PLAT 62S-80 LOT 7

WDB 20230403 PG 0053352

MAP 162 PARCEL 54.02

& TANYA LOUISE

WEAVER, MICHAEL JOSEPH

CONST. ESMT.

CONST.

ESMT.

CONST. ESMT.

CONST. ESMT.

CONST. ES

MT.

CONST. ESMT.

ESMT.

SLOPE

SLOPE ESMT.

SLOPE E

SMT.

ES

MT.CONST.

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

S T

A

M A

T C

H L

IN

E

S E

E T

H

IS

S

H E

E T

S T

A

M A

T C

H L

IN

E

N S T A

M A T C

H L

IN

E

SCALE: 1" = 20'

20 400

S E

E T

H

IS

S

H E

E T

S E

E S

H E

E T N

O F

S E E S

H E E T N

O H

SHEET 3G

43+50 TO 54+00

W

D Y

H

D Y

H

W W

W

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

TO

P=

827.98'

TO

P=

821.09'

IN

V.= 819.27

18" CM

P

GM

K

W V

W V

H

YD

W

V

ASPHALT

A S P

H A L T

C O

N C

R E

T E

DAOR NOITATS DYOB

IN

V= 820.20

24" CLAY

STIMIL G

NIDARG

TNEMEVAP TLAHPSA EVOMER

& 42 LF OF 18" CMP

REMOVE CATCH BASIN

POLE (BY OTHERS)

RELOCATE UTILITY

ARROW SIGNS

REMOVE 6 EACH

S T I

M I

G

I

D A

R G

NAME SIGN

RELOCATE STREET

RELOCATE MAILBOXES

FROM UTILITY POLE

AND FLASHING LIGHTS

REMOVE CURVE SIGN

CLAY PIPE

38 LF OF 24"AND

REMOVE CATCH BASIN

60 6565

W V

H

YD

G M

K

C O

N C

R E

T E

C O

N C

R E

T E

C O

N C

R E

T E

A S P

H A L T

C O

N C

R E

T E

DAOR NOITATS DYOB

STIMIL GNIDARG

TNEMEVAP TLAHPSA EVOMER

RELOCATE MAILBOX

RELOCATE MAILBOXES

RELOCATE MAILBOXES

STIMIL GNIDARG

16 17 18

NORFOLK SOUTHERN RAILWAY

.W.O.R .SER

P

W.

O.

R

P O

S E

R P

W.

O.

R

P O

S E

R P

.W.O.R .

PORP & .SERP

PLAT 62S-80 LOT 6

WDB 20210816 PG 0013109

MAP 162 PARCEL 54.03

STOUT, AARON J & MELISSA L

PLAT NR-NR LOT 8

WDB 20111202 PG 0030061

MAP 162 PARCEL 54.11

BUTLER, CHARLES LEE & ELIZABETH L

PLAT 67S-26 LOT 9

WDB 2010 PG 21

MAP 162 PARCEL 54.12

ATCHLEY, DONOVAN OLCOTT

CONST.

ES

MT.

CONST. ESMT.

CONST. ESMT.

.W.O.R .PORP

L .6

R .5

.6

S

E

S L O P E

E S

M T

N.S.R.R. R.O.W. PRES. & PROP. R.O.W.

20 21

NORFOLK SOUTHERN RAILWAY

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

PLAT 62S-80 LOT 2

WDB 20210920 PG 0023120

MAP 162 PARCEL 54.07

NICHOLL & SARAH

MONTGOMERY, CHRISTOPHER

PLAT 62S-80 LOT 3

WDB 20030930 PG 0038042

MAP 162 PARCEL 54.06

ASHER, JANICE L

PLAT 62S-80 LOT 4

WDB 1578 PG 458

MAP 162 PARCEL 54.05

HUSKEY, CHARLES E & WANDA F

PLAT 62S-80 LOT 5

WDB 1916 PG 351

MAP 162 PARCEL 54.04

RICE, JOHNNY F & SHARON W

PLAT 66S-89 LOT 10

WDB 19991222 PG 0046927

MAP 162 PARCEL 54.13

REYNOLDS, BART E & THERESA A

CONST. ESMT.

CONST. ESMT.

CONST. ESMT.

.W.O.R .PORP & .SERP

N.S.R.R. R.O.W.

SLOPE ESMT.

N

M

ATCH LINE

STA. 54+00

SCALE: 1" = 20'

20 400

S T

A

M A

T C

H L

IN

E S

E E T

H

IS

S

H E

E T

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

SCALE: 1" = 20'

20 400

N

S E

E T

H

IS

S

H E

E T

SEE SHEET NO

. 3G

S E

E S

H E

E T N

O I

54+00 TO 65+00

RELOCATION PLAN

SHEET 3H

WW

E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

N 556168.0001 E 2509545.2506

N 556168.0001 E 2509545.2506

STA. 66+90.00

END PROJECT STP-M-9109(195) (PREL.)

47LPLM-F1-216

47LPLM-F2-216

STA. 66+90.00

END PROJECT STP-M-9109(195) (R.O.W.)

STA. 50+00.00 WILLOW COVE WAY

STA. 67+12.00 VIRTUE ROAD =

N 556153.8272 E 2509528.4201 G

M K

W V

A S P

H A L T

DAOR NOITATS DYOB

W I

L L

V

Y

STIMIL GNIDARG

STIMIL GNIDARG

TNEMEVAP TLAHPSA EVOMER

RELOCATE MAILBOX

LIMIT SIGN

RELOCATE SPEED

AS DETAILED ON SHEET SP6

RELOCATE RR CROSSING SIGN

NORFOLK SOUTHERN RAILWAY

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

PLAT 62S-80 LOT 1

WDB 20181001 PG 0021166

MAP 162 PARCEL 54.08

POLLARD, TINA & VEST, DANNY WAYNE

PLAT 62S-80 LOT 2

WDB 20210920 PG 0023120

MAP 162 PARCEL 54.07

NICHOLL & SARAH

MONTGOMERY, CHRISTOPHER

CONST. ESMT.

N.S.R.R. R.O.W.

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

S E

E S

H E

E T N

O

H

SHEET 3J

65+00 TO 66+90

S S

.0

.4

P C

.4

.4

.3

SE TRANS.

EXISTING

FROM

TRANSITION

c

E L .5

V P

C

.0 c

E L .9

V P

T

.0 c

E L .2

V P I

.0 c

VC = 230.00'

K = 29

V = 35 MPH

E L .6

V P

C

.0 c

E L .0

V P I

.0 c

VC = 240.00'

K = 50

V = 35 MPH

1.43%

-6.30%

E L .2

SE TRANSITION FULL SE - .036 RIGHT

.0

B E

G

O J E

C T

HIGH POINT 11+87.55

18" RCP @ 3.56%

#12

#12

PROPOSED GRADE

EXISTING GRADE

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

P T

.4

P C

.8

P T

.7

P C

.4

FILL

CUT

CUT

CUT

FILL

FILL

FILL

CURVE CL1

PI 10+94.04

N 560,157.7326

E 2,507,630.8486

R 815.00

L 72.92

T 36.48

CURVE CL2

PI 13+37.79

N 559,999.8466

E 2,507,816.6175

R 5,800.00

L 175.90

T 87.96

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

CURVE CL3

PI 15+29.45

N 559,880.2026

E 2,507,966.3658

R 480.00

L 179.82

T 90.98

SE 0.036 FT/FT

DESIGN SPEED 35 MPH

TRANS. LENGTH 110

SE NC SE (EXIST.)

DESIGN SPEED (EXIST.)

TRANS. LENGTH (EXIST.)

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

" R

C P

18" RCP

.0

B E

G

L L

.0

E

L L

.0

B E

G

L L

BASE PLATE, SEE TDOT STD. S-GRS-3.

NOTE: MOUNT GUARDRAIL TO TOP OF WALL WITH

SEE TDOT STD. S-GRS-3.

OF WALL WITH BASE PLATE,

NOTE: MOUNT GUARDRAIL TO TOP

N 560137.6388 E 2507654.4625

N 560089.7413 E 2507710.8472

.0

.0

L T

B E

G

P E

R M I

N A

L

E

L L

E

A R

D R

A I

L

11+25.00, 13.50' LT,

TIE-IN TO EXISTING

BEGIN GUARDRAIL,

STA. 11+25.00

BEGIN PROJECT NO. STP-M-9109(195) (PREL.)

STA. 11+98.98

BEGIN PROJECT STP-M-9109(195) (R.O.W.)

47LPLM-F1-216

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #2

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #1

TO

P

6.

TO

P

4.

DAOR EUTRIV

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PLAT 200111080037267 LOT 43

WDB 20030618 PG 0117062

MAP 152 PARCEL 42.00

VISTA HOMEOWNERS ASSOC., LLC

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

.W.O.R .P

ORP

SERP

.W.O.R .P

ORP

SERP

N

S E

E S

H E

E T N

O

M A

T C

H L

IN

E

S T

A

11+00 12+00 13+00 14+00 15+00 16+00

S E

E S

H E

E T N

O

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

11+25 TO 16+00

PROFILE

PLAN AND

SHEET 4

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

FILL

CUT

CUT

CUT

FILL

FILL

FILL

N 560137.6388 E 2507654.4625

N 560089.7413 E 2507710.8472

STA. 11+25.00

BEGIN PROJECT NO. STP-M-9109(195) (PREL.)

STA. 11+98.98

BEGIN PROJECT STP-M-9109(195) (R.O.W.)

47LPLM-F1-216

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PLAT 200111080037267 LOT 43

WDB 20030618 PG 0117062

MAP 152 PARCEL 42.00

VISTA HOMEOWNERS ASSOC., LLC

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

.W.O.R .P

ORP

SERP

.W.O.R .P

ORP

SERP

114.52'

S 50° 59' 57" E

84.24'

S 50° 13' 01" E

175.70'

S 50° 45' 26" E

L=162.78'

R=587.00'

11+98.70

28.39'

123.91'

S 50° 59' 57" E

12+71.79

15.34' 174.49'

S 50° 45' 26" E 14+46.12

15.12'

11+86.91

31.35' 12+71.26

32.16'

14+47.23

32.39'

.TMSE .TSNOC

.TMSE EPOLS

15+99.87

20.08'

L=148.02'

R=539.50'

69.45'

S 50° 13' 01" E

12.93'

N 56° 58' 09" E

BACK OF CURB

12+02.39

16.00'

.4

S

W

N

M A

T C

H L

IN

E

S T

A

SCALE: 1" = 20'

20 400

SHEET 4A

11+25 TO 16+00

R.O.W. DETAILS

S E

E S

H E

E T N

O

A

SCALE: 1"=100'

VIRTUE ROAD R.O.W.

TOWN OF FARRAGUT

TOWN OF FARRAGUT

SLOPE LINES, UNLESS LABELED OTHERWISE.

2) ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET FROM

THEIR ENTIRETY (SHEETS 3B-3C).

1) SEE PROPERTY MAP FOR DISPLAY OF ALL PARCELS IN

NOTES:

INSET - PARCEL 2

DAOR EUTRIV

S

T

U

E

F O

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

P T

.3

P C

.4

P T

.0

P C

.4

PT 20+19.18 PC 20+47.72

FILL

CUT

CUT FILL

FILL

CUT

FILL

CURVE CL4

PI 17+92.25

N 559,650.5603

E 2,508,098.4763

R 2,200.00

L 131.67

T 65.86

DESIGN SPEED 35 MPH

TRANS. LENGTH 100

CURVE CL5

PI 19+89.33

N 559,485.8869

E 2,508,206.8133

R 5,800.00

L 59.70

T 29.85

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

CURVE CL6

PI 21+37.19

N 559,363.1996

E 2,508,289.3499

R 5,200.00

L 178.93

T 89.47

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

SE RC

SE NC

SE NC

#12

#12

#12

#12

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

EW

#12

R C

P

18" RCP

18" RCP

R C

P

R C

P

R C

P

STA. 20+00.00 VISTA BROOK LN

STA. 20+54.00 VIRTUE ROAD =

.0

.0

L T

B E

G

P E

R M I

N A

L

E

L L

E

A R

D R

A I

L

STA. 19+71.00, 14' RES. ENT.

LIMIT OF CONST. 0+30.00LIMIT OF CONST. 0+32.00

STA. 20+04.40, 19' BUS. ENT.

LIMIT OF CONST. 0+19.50

STEPS

CONCRETE

REPLACE

N 559432.2292 E 2508242.9148

STA. 16+59.60, 14' FIELD ENT.

SIDEWALK (TYP.)

4" CONCRETE

TDOT STD. DWG. CR-31

TYPE 31 CURB RAMP,

ROAD

BOTH SIDES OF

STONE WALLS ON

DO NOT DISTURB

STD. DWG. CR-22

RAMP, TDOT

TYPE 22 CURB

TDOT STD. DWG. CR-20

TYPE 20 CURB RAMP,

W V

W V

W V

T O P .8

T O P .4

IN

V

.3

D U

C T

IL

E

IR

O N

IN

V

.4

D U

C T

IL

E

IR

O N

IN

V

.0

D U

C T

IL

E

IR

O N

IN

V

.0

D U

C T

IL

E

IR

O N

F M

K

T O P .0

D O

G W

O O

D

D O

G W

O O

D

U N

K

U N

K

U N

K

U N

K

U N

K

U N

K

U N

K

U N

K

AS

P H

AL

T

G R

A V E L

CONC.

A S P

H

RESID

ENCE1-STORY

IN

V

.0

C M P3

PLAT 200111080037267 LOT 40

WDB 20030618 PG 0117062

MAP 152 PARCEL 40.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 39

WDB 20030618 PG 0117062

MAP 152 PARCEL 39.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 44

WDB 20030618 PG 0117062

MAP 152 PARCEL 44.00

VISTA HOMEOWNERS ASSOC., LLC

34 33

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 20100107 PG 0045288

MAP 152 PARCEL 39.00

WILLIAMS, JANICE H

WDB 1547 PG 1000

MAP 152 PARCEL 49.00

WATERS, JAMES H & KAY

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

P T

.3

.3

.4

P C

.4

.4

.0

P T

.0

.0

E L .2

V P

T

.0 c

E L .9

V P

C

.0 c E

L .2

V P

T

.0 c

E L .7

V P I

.0 c

VC = 150.00'

K = 33

V = 35 MPH

E L .7

V P

C

.0 c

E L .7

V P

T

.0 c

E L .7

V P I

.0 c

VC = 200.00'

K = 50

V = 35 MPH

-1.50%

-6.00%

-2.00%

.0

V I S

O

.0

SE TRANS.

SE TRANSITION SE TRANSITION SE TRANSITION

LEFT

REV. CROWN

FULL SE -

#12

#12

#12

#12

OUTFALL TO

EW

#12

#12

18" RCP @ 3.52%

#12

18" RCP @ 4.26%

CMP

36" c

PROPOSED GRADE

EXISTING GRADE

18" RCP @ 1.65%

(TO REMAIN)

@ 3.56%

18" RCP

N

M A

T C

H L

IN

E S

T A

21+00

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

16+00 TO 21+50

PROFILE

PLAN AND

SHEET 5

S E

E S

H E

E T N

O

16+00 17+00 18+00 19+00 20+00

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

DAOR EUTRIV

V I S

O

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

FILL

CUT

CUT FILL

FILL

CUT

FILL

STA. 20+00.00 VISTA BROOK LN

STA. 20+54.00 VIRTUE ROAD =

N 559432.2292 E 2508242.9148

RESID

ENCE1-STORY

PLAT 200111080037267 LOT 40

WDB 20030618 PG 0117062

MAP 152 PARCEL 40.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 39

WDB 20030618 PG 0117062

MAP 152 PARCEL 39.00

VISTA HOMEOWNERS ASSOC., LLC

PLAT 200111080037267 LOT 44

WDB 20030618 PG 0117062

MAP 152 PARCEL 44.00

VISTA HOMEOWNERS ASSOC., LLC

34 33

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 1973 PG 387

MAP 152 PARCEL 40.00

TOWN OF FARRAGUT

WDB 20100107 PG 0045288

MAP 152 PARCEL 39.00

WILLIAMS, JANICE H

WDB 1547 PG 1000

MAP 152 PARCEL 49.00

WATERS, JAMES H & KAY

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

175.09'

S 30° 58' 09" E

193.95'

S 33° 32' 37" E

175.93'

S 30° 58' 09" E

SLOPE ESMT.

CONST.

E

SMT.

60.75'

S 33° 41' 07" E 66.04'

S 34° 30' 38" E 102.15'

S 35° 07' 54" E

19+84.60

15.51'

12.55'

S 59° 33' 46" W 19+83.91

28.05'

20+28.74

57.61'

CONST. ESMT.

20.58'

S 33° 22' 52" E

L .5

R .0

209.16' S 33° 32' 37" E

L .7

R .8

' 20+82.04

53.56'

21+13.68

29.77'

20.60'

N 58° 00' 07" E

L=38.66'

R=25.00'

5.53'

N 57° 06' 02" E

ESMT.

CONST.

21+07.28

29.63'

21+13.85

24.24'

BACK OF CURB

17+75.27

29.77'

17+76.14

17.73'

19+70.41

31.98'

20+04.39

28.15'

20+31.43

31.93'

20+97.78

32.36'

6.44'

S 33° 23' 35" E

.1

S

W

.1

N

E

65.53'

S 32° 14' 60" E

.9

S

W

.4

S

' 5

" W

.8

S

W

.4

N

E

16+00.58

27.42'

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

SHEET 5A

S E

E S

H E

E T N

O

A

S E

E S

H E

E T N

O

A S

T A

M A

T C

H L

IN

E

16+00 TO 21+50

R.O.W. DETAILSSCALE: 1"=50'

VIRTUE ROAD R.O.W.

WILLIAMS, JANICE H

SLOPE LINES, UNLESS LABELED OTHERWISE.

2) ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET FROM

THEIR ENTIRETY (SHEETS 3B-3C).

1) SEE PROPERTY MAP FOR DISPLAY OF ALL PARCELS IN

NOTES:

INSET - PARCEL 3

V I S

O

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

P T

.6

P C

.8

P T

.2

FILL

FILL

CUT

CUT

#14

#14

CURVE CL7

PI 24+98.10

N 559,070.8446

E 2,508,500.9938

R 5,200.00

L 344.48

T 172.30

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

SE NC

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

EW

#12

#38

18" RCP

R C

P

18" RCP 18" RCP

R C

P

.0

B E

G

L L

24" RCP

BASE PLATE, SEE TDOT STD. S-GRS-3.

NOTE: MOUNT GUARDRAIL TO TOP OF WALL WITH

22+85.00, 13.50' LT.

BEGIN GUARDRAIL

END TYPE 38 TERMINAL

STA. 26+45.00, 10' RES. ENT.

LIMIT OF CONST. 0+60.00

STA. 23+46.90, 10' RES. ENT.

LIMIT OF CONST. 0+25.00

STA. 22+53.05, 9' RES. ENT.

LIMIT OF CONST. 0+35.00

STA. 22+12.50, 12' RES. ENT.

LIMIT OF CONST. 0+37.50

FILL SLOPE (1:1)

GEOGRID-REINFORCED

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #3

CUT

IN

V

.4

C M P

U N

K

U N

K

U N

K

U N

K

U N

K

U N

K

G M

K G

M K

G R

A V E

L

G R

A V E

L

G R

A V E

L ASPHALT

DAOR EUTRIV

WDB 20230517 PG 0061627

MAP 152 PARCEL 37.00

PLD INVESTMENTS, LLC

WDB 20230517 PG 0061627

MAP 152 PARCEL 50.00

PLD INVESTMENTS, LLC

.W.O.R .PORP & .SERP

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

PLAT L347-A LOT 2

WDB 2023 PG 1110

MAP 152 PARCEL 35.01

& MAUREEN THERESA

LOVELL, WILLIAM E JR

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .PORP & .SERP

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

E L .5

V P

C

.0 c

E L .2

V P

T

.0 c

E L .5

V P I

.0 c

VC = 200.00'

K = 54

V = 35 MPH

E L .1

V P

C

.0 c

E L .6

V P

T

.0 c

E L .4

V P I

.0 c

VC = 40.00'

K = 57

V = 40 MPH

E L .7

V P

C

.0 c

E L .1

V P I

.0 c

VC = 80.00'

K = 36

V = 35 MPH

1.70%

1.00%

.0

-2.00%

SE TRANS. FULL SE - REV. CROWN LEFT

HIGH POINT 26+66.36

LOW POINT 23+38.11

#14

#14

OUTFALL TO

EW

18" RCP @ 1.65%

#12

#12

18" RCP @ 1.37%

#12

STA. 22+30, 18' RT.

NOTE: CB 11 IS A TYPE 38 AT

18" RCP @ 1.70%

CMP

18"(REMOVE)

PROPOSED GRADE

EXISTING GRADE

N

M A

T C

H L

IN

E S

T A

27+00

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

21+50 TO 27+00

PROFILE

PLAN AND

SHEET 6

S E

E S

H E

E T N

O

22+00 23+00 24+00 25+00 26+00

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

FILL

FILL

CUT

CUT CUT

WDB 20230517 PG 0061627

MAP 152 PARCEL 37.00

PLD INVESTMENTS, LLC

WDB 20230517 PG 0061627

MAP 152 PARCEL 50.00

PLD INVESTMENTS, LLC

.W.O.R .PORP & .SERP

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

WDB 20140828 PG 0012452

MAP 152 PARCEL 36.00

MONTGOMERY, JOSEPH TUCKER & JOYCE

PLAT L347-A LOT 2

WDB 2023 PG 1110

MAP 152 PARCEL 35.01

& MAUREEN THERESA

LOVELL, WILLIAM E JR

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .PORP & .SERPCONST. ESMT.

CONST. ESMT.

CONST. ESMT.

C O

N S

T

E S

M T

124.87'

S 35° 27' 26" E

252.76'

S 37° 11' 55" E

250.98'

S 37° 11' 55" E

122.10'

S 35° 27' 26" E

22+35.43

23.96'

22+00.57

32.51' 22+33.39

32.13'

22+84.10

31.45'

32.66'

S 35° 07' 54" E 102.15'

S 35° 07' 54" E

50.71'

S 35° 07' 54" E

75.93'

S 35° 07' 54" E

26+12.64

28.24'

26+11.64

27.11'

24.84'

S 39° 31' 59" E

383.30'

S 39° 31' 59" E

425.03'

S 39° 31' 25" E

BACK OF CURB

23+60.22

30.32'

23+60.13

25.04'

26+36.35

26.96'

.0

N

E

.2

S

' 4

" W

58.25'

S 8° 25' 15" E

.5

N

E

.3

N

' 4

" E

.6

N

' 0

" E

.2

N

' 4

" E

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

SHEET 6A

S E

E S

H E

E T N

O

A

S E

E S

H E

E T N

O

A S

T A

M A

T C

H L

IN

E

21+50 TO 27+00

R.O.W. DETAILS

SLOPE LINES, UNLESS LABELED OTHERWISE.

2) ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET FROM

THEIR ENTIRETY (SHEETS 3B-3C).

1) SEE PROPERTY MAP FOR DISPLAY OF ALL PARCELS IN

NOTES:

SCALE: 1"=50'

INSET - PARCELS 6, 7 & 8

VIRTUE ROAD R.O.W.

TUCKER & JOYCE

MONTGOMERY, JOSEPH PLD INVESTMENTS, LLC & MAUREEN THERESA

LOVELL, WILLIAM E JR

S

S

D

YH

F O

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

P C

.8

P T

.2

P C

.9

P T

.4

FILL

FILL CUT

FILL

FILL

CUT

#14

#14

CURVE CL8

PI 28+77.04

N 558,779.1793

E 2,508,743.1171

R 5,200.00

L 102.36

T 51.18

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

CURVE CL9

PI 31+08.72

N 558,598.0368

E 2,508,887.5641

R 5,200.00

L 167.52

T 83.77

DESIGN SPEED 35 MPH

TRANS. LENGTH 000

SE NC SE NC

#12

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

EW

R C

P

18" RCP

" R

CP

" R

C P

R C

P

.0

E

L L

BASE PLATE, SEE TDOT STD. S-GRS-3.

NOTE: MOUNT GUARDRAIL TO TOP OF WALL WITH

STA. 30+00.00 EVANS ROAD

STA. 30+56.50 VIRTUE ROAD =

WOODEN SIGN

DO NOT DISTURB

30+20.00, 13.50' LT.

BEGIN TYPE 38 TERMINAL

END GUARDRAIL

N 558638.9257 E 2508855.0808

SIDEWALK (TYP.)

4" CONCRETE

10' SHARED USE PATH (ASPHALT)

31+34.35, 20.50' RT.

BEGIN SHARED USE PATH

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #3

C U T

TDOT STD. DWG. CR-20

TYPE 20 CURB RAMP,

TDOT STD. DWG. CR-40

TYPE 40 CURB RAMP,

STD. DWG. CR-32

RAMP, TDOT

TYPE 32 CURB

U N

K

U N

K

U N

K

U N

K

U N

K

TO

P .0

TO

P .8

TO

P .1

TO

P .9

TO

P .6

IN

V

.3

P V C

IN

V

.6

D U

C

TI

L E

IR

O N

IN

V

.9

D U

C

TI

L E

IR

O N

IN

V

.3

D U

C

TI

L E

IR

O N

IN

V

.5

P V C

IN

V

.9

P V C

IN

V

.1

P V C

IN

V

.5

P V C

IN

V

.7

P V C

IN

V

.6

R C P

IN

V

.7

R C P

IN

V

.2

R C P

IN

V

.2

R C P

IN

V

.6

R C P

W V

U N

K

U N

K

U N

K

F M

K

W V

H Y D

W V

W V

DAOR EUTRIV

E V

A

IN

V

.5

IN

V

.5

D U

C

TI

L E

IR

O N

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .SERP

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

PLAT 201811080029770 LOT 202R

WDB 1569 PG 1040

MAP 152 PARCEL 94.00

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

.W.O.R .PORP

E L .6

V P

T

.0 c

E L .0

V P

C

.0 c

E L .5

V P

T

.0 c

E L .1

V P I

.0 c

VC = 160.00'

K = 48

V = 40 MPH

E L .0

V P

C

.0 c

E L .7

V P

T

.0 c E

L .9

V P I

.0 c

VC = 140.00'

K = 50

V = 35 MPH

E L .0

V P

C

.0 c

E L .4

V P

T

.0 c

E L .9

V P I

.0 c

VC = 130.00'

K = 54

V = 35 MPH

-1.20%

-4.50%

-1.70%

0.70%

.0

SE TRANS.

.0

E V

A

LEFT

REV. CROWN

FULL SE -

.5

LOW POINT 32+02.08

#12

#12

#14

#14

OUTFALL TO

EW

18" RCP @ 2.09%

RCP

42" c

PROPOSED GRADE

EXISTING GRADE

30.25' RT. (INTERSECTION OF EVANS RD.)

NOTE: CB 20 IS A TYPE 12 AT STA. 30+31,

(TO REMAIN)

N

M A

T C

H L

IN

E S

T A

32+00

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

27+00 TO 32+50

PROFILE

PLAN AND

SHEET 7

S E

E S

H E

E T N

O

27+00 28+00 29+00 30+00 31+00

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

FILL

FILL CUT

FILL

FILL

CUT

STA. 30+00.00 EVANS ROAD

STA. 30+56.50 VIRTUE ROAD =

N 558638.9257 E 2508855.0808

C U T

DAOR EUTRIV

E V

A

PLAT L347-A LOT 1

WDB 20120803 PG 0007634

MAP 152 PARCEL 35.00

SLATEN, JOHN R

PLAT L347-A LOT 3

WDB 2221 PG 570

MAP 152 PARCEL 35.02

& MAUREEN THERESA

LOVELL, WILLIAM E JR

.W.O.R .SERP

.W.O.R .PORP & .SERP

W.

O.

R

P O

S E

R P

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

PLAT 201811080029770 LOT 202R

WDB 1569 PG 1040

MAP 152 PARCEL 94.00

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

CONST. ESMT.

SLOPE ESMT.

227.49'

S 38° 57' 46" E

383.30'

S 39° 31' 59" E

30+15.20

71.93'

30+73.85

80.98'

.0

S

W

.2

N

E

161.89'

S 38° 57' 46" E

425.03'

S 39° 31' 25" E

BACK OF CURB

30+20.00

25.13'

31+03.06

19.70'

30+78.19

41.95'

30+37.49

30.42'

.W.O.R .PORP

30+85.92

26.50' L=107.09'

R=5226.50'

31+92.47

26.50'

107.53' S 40° 24' 56" E

USE PATH

BACK OF SHARED

.0

S

W

CONST. ESMT.

ESMT.

SLOPE

(L

=3 .6

R =2

.2

L=18.95'

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

SHEET 7A

S E

E S

H E

E T N

O

A

S E

E S

H E

E T N

O

A S

T A

M A

T C

H L

IN

E

27+00 TO 32+50

R.O.W. DETAILS

SLOPE LINES, UNLESS LABELED OTHERWISE.

2) ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET FROM

THEIR ENTIRETY (SHEETS 3B-3C).

1) SEE PROPERTY MAP FOR DISPLAY OF ALL PARCELS IN

NOTES:

SCALE: 1"=100'

INSET - PARCELS 9 &10

MATCH LINE THIS SHEET

MATCH LINE THIS SHEET

VIRTUE ROAD R.O.W.

SLATEN, JOHN R

& VIRGINIA T

WILLIAMS, STEVE E

& VIRGINIA T

WILLIAMS, STEVE E

E V

A

.O .W

IR

IR

S

T

T

E

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

P C

.2

P T

.3

FILL

#14

#14

CURVE CL10

PI 35+18.65

N 558,285.9202

E 2,509,153.3410

R 3,000.00

L 430.09

T 215.41

DESIGN SPEED 35 MPH

TRANS. LENGTH 100

SE RC

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

EW

" R

C P

RCP

24"

18" RCP

STA. 40+00.00 TURKEY CREEK RD

STA. 33+29.00 VIRTUE ROAD =

36+83.00, 14.00' LT.

TYPE IN-LINE TERMINAL

37+15.00, 14.00' LT.

TYPE IN-LINE TERMINAL

STA. 36+20.00, 17' FIELD ENT.

STA. 33+26.75, 16' RES. ENT.

STA. 36+99.00, 10' FIELD ENT.

LIMIT OF CONST. 0+60.00

N 558430.3853 E 2509030.4698

(TYP.)

SIDEWALK

4" CONCRETE

33+60.00, 23.00' LT.

BEGIN TIMBER BOARDWALK

33+71.00, 13.50' LT.

BEGIN GUARDRAIL

10' SHARED USE PATH (BOARDWALK)

32+93.00, 20.50' RT.

END SHARED USE PATH

LIMIT OF CONST. 0+25.00

LIMIT OF CONST. 0+16.00

FILL

FILL

CUT

FILL

FILL

F I

L L

ON 1.5: 1 SLOPE

CLASS A-1 RIP-RAP

STD. DWG. CR-22

RAMP, TDOT

TYPE 22 CURB

STD. DWG. CR-32

RAMP, TDOT

TYPE 32 CURB

TDOT STD. DWG. CR-32

TYPE 32 CURB RAMP,

EXIST. HEADWALL

BETWEEN CURB AND

4" CONC. PAVEMENT

OF CONST. 0+63.50

FIELD ENT., LIMIT

STA. 37+85.00, 10'

(TYP.)

FOR FIELD ENTRANCE

10' GAP IN BOARDWALK

37+70.00, 14.00' LT.

TYPE IN-LINE TERMINAL

U N

K

U N

K

U N

K

TO

P .1

IN

V

.1

P V C

IN

V

.3

P V C

IN

V

.6

D U C

TI

LE

IR

O N

IN

V .5

R C P

IN

V .8

R C P

G V

G

VG

V

W V

A S P

H A L T

ASPH.

G R

A V E L

G

ATE

BARN

DAOR EUTRIV

T U

R K

E

IN

V .3

C U

LV

E R T

X

B O

X

IN

V .3

C U

LV

E R T

X

B O

X

.W.O.R .PORP & .SERP

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

W.

O.

R

P

O

RP & .SERP

.W.O.R .PORP

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

FOLLOW THE EDGE OF BARN.

DISTURBED. CONST. ESMT. WILL

NOTE: THE BARN IS NOT TO BE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

WILLIAMS, STEVE & VIRGINIA

E L .6

V P

C

.0 c

E L .6

V P

T

.0 c

E L .8

V P I

.0 c

VC = 40.00'

K = 31

V = 35 MPH

E L .1

V P

C

.0 c0.70% -0.57%

T U

R K

E

.2

P C

.2

.2

SE TRANS.

.3

P T

.3

SE TRANS.

.3

FULL SE - REVERSE CROWN LEFT

.0

LOW POINT 37+53.12

HIGH POINT 34+42.05

#14

#14

OUTFALL TO

EW

CULVERT

8x5 BOX c

PROPOSED GRADE

EXISTING GRADE

-0.57% c

(TO REMAIN)

.0

B E

G

A R

D W

A L

K

NM

A

T C

H L

IN

E S

T A

38+00

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

32+50 TO 38+00

PROFILE

PLAN AND

SHEET 8

S E

E S

H E

E T N

O

33+00 34+00 35+00 36+00 37+00

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

FACE OF CURB FLUSH WITH GUTTER (LOWERED CURB HEIGHT=0).

NOTE: FOR DRIVEWAYS THAT CROSS THE SHARED USE PATH, MAKE

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

FILL

STA. 40+00.00 TURKEY CREEK RD

STA. 33+29.00 VIRTUE ROAD =

N 558430.3853 E 2509030.4698

FILL

FILL

CUT

FILL

FILL

F I

L L

G

ATE

BARN

.W.O.R .PORP & .SERP

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

CONST. ESMT.

CONST. ESMT.

W.

O.

R

P

O

RP & .SERP

110.58' S 47° 18' 04" E

112.85'

S 46° 08' 04" E

L .0

R .0

L =4

.4

R =2

.0

134.18'

S 42° 31' 04" E

114.94' S 46° 08' 04" E

36+26.53

17.94'

154.97' S 47° 18' 04" E

.8

N

E

.0

N

E

33+52.35

48.77'

32+91.46

52.51'

BACK OF CURB

35+12.30

19.22'

33+76.77

32.21'

33+69.89

17.89'

32+64.57

23.04'

32+65.83

26.95'

35+12.37

30.81'

36+26.42

32.06'

37+81.38

30.38'

37+80.84

19.62'

107.53'

S 40° 24' 56" E

33+00.00

26.50'

.W.O.R .PORP

33+00.00

21.06'

143.29'

S 42° 31' 04" E

PRES. & PROP. R.O.W.

PRES. & PROP. R.O.W.

FOLLOW THE EDGE OF BARN.

DISTURBED. CONST. ESMT. WILL

NOTE: THE BARN IS NOT TO BE

BACK OF SHARED USE PATH

USE PATH

BACK OF SHARED

37+34.53

31.38'

5.44'

N 49° 35' 04" E

.0

N

E

.6

S

E

(105.88')

S 43° 36' 20" E

35.49'

ESMT.

SLOPE

C O

N S T E S

M T

. WDB 1974 PG 982

MAP 152 PARCEL 33.03

WILLIAMS, STEVE & VIRGINIA

E S

M T

C O

N S

T

INSET BELOW

ESMT. - SEE

PERM. DRAIN.

N

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

SHEET 8A

S E

E S

H E

E T N

O

A

S E

E S

H E

E T N

O

A

S T

A

M A

T C

H L

IN

E

32+50 TO 38+00

R.O.W. DETAILS

SLOPE LINES, UNLESS LABELED OTHERWISE.

2) ALL CONSTRUCTION EASEMENTS ARE 10' OFFSET FROM

THEIR ENTIRETY (SHEETS 3B-3C).

1) SEE PROPERTY MAP FOR DISPLAY OF ALL PARCELS IN

NOTES:

(SEE SHEET 7A FOR INSET OF PARCEL 10)

DAOR EUTRIV

T U

R K

E

38.81'

30.38'

37+81.38

18.39'

S 47° 18' 04" E

8.00'

S 41° 21' 54" W

4.86'

S 47° 18' 04" E

2.38'

37+34.53

37+43.00

31.27'

39.27'

37+43.00

30.81'

37+63.00

37+63.00

INSET - PERMANENT DRAINAGE EASEMENT

8.00'

S 41° 21' 54" W

20.00'

S 47° 18' 04" E

20.00'

S 47° 18' 04" E

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

AUG 2025

P C

.1

.0

B

E G

L L

FILL FILL FIL

L

FILL

CURVE CL11

PI 42+38.92

N 557,809.3898

E 2,509,694.4208

R 2,500.00

L 245.35

T 122.78

DESIGN SPEED 35 MPH

TRANS. LENGTH 100

SE RC

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

18" RCP

" R

C P

.0

E

L L

S-GRS-3.

WITH BASE PLATE, SEE TDOT STD.

NOTE: MOUNT GUARDRAIL TO TOP OF WALL

.0

B E

G

L L

CUT

FILL

10' SHARED USE PATH (BOARDWALK)

CUT

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #4

WALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #5

1.5: 1 SLOPE

RIP-RAP ON

CLASS A-1

OF CONST. 0+63.50

FIELD ENT., LIMIT

STA. 37+85.00, 10'

38+01.00, 14.00' LT.

TYPE IN-LINE TERMINAL

U N

K

DAOR EUTRIV

RIP-RAP

RIP-RAP

STONE WALL

WDB 1663 PG 1057

MAP 152 PARCEL 53.00

VIRTUE CUMBERLAND PRESBYTERIAN CHURCH

.W.O.R .PORP & .SERP

.W.O.R .PORP & .SERP

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

WDB 1974 PG 982

MAP 152 PARCEL 33.03

& VIRGINIA T

WILLIAMS, STEVE E

WDB 1974 PG 981

MAP 152 PARCEL 33.05

GALBRAITH, DAVID MOORE

WDB 20200505 PG 0073167

MAP 162 PARCEL 54.00

& DEBORAH ANN

MATHIS, JAMES J JR

PRES. & PROP. R.O.W.PRES. & PROP. R.O.W.

E L .5

V P

T

.0 c

E L .4

V P I

.0 c

VC = 260.00'

K = 49

V = 35 MPH

E L .0

V P

C

.0 c

E L .2

V P

T

.0 c

E L .8

V P I

.0 c

VC = 160.00'

K = 38

V = 35 MPH

E L .8

V P

C

.0 c

4.70

0.51%

P C

.1

SE TRANS.

.1

.1

SE TRANS.

.5

FULL SE - REVERSE CROWN LEFT

18" RCP @ 2.8

0%

#12

#12

PROPOSED GRADE

EXISTING GRADE

NM

A

T C

H L

IN

E S

T A

43+00

M A

T C

H L

IN

E S

T A

SCALE: 1" = 20'

20 400

1" = 4' (V)

SCALE: 1" = 20' (H)

38+00 TO 43+50

PROFILE

PLAN AND

SHEET 9

S E

E S

H E

E T N

O

38+00 39+00 40+00 41+00 42+00

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

S E

E S

H E

E T N

O

S E

E S

H E

E T N

O

S T

A

M A

T C

H L

IN

E

YH

R E

V D

A T E

R E

V

IS

IO

N D

E S

C R

IP

T

IO

N

JCE

AS SHOWN

F A

R R

A G

U T

T E

N N

E S S

E E

O F N

E E

D L E

G R

A S S L

A N

E T

O W

I L L

O W C

O V

E W

A Y

V I R

T U

E R

O A

D B

O Y

D S

T A

T I O

N R

O A

D F

R O

M S

O U

T H

NAVD 1988.

ELEVATIONS ARE REFERENCED TO THE

ARE NOT DATUM ADJUSTED. ALL

COORDINATES ARE NAD/83 (2011) AND

PLANS

R.O.W.

JUNE 2025

P T

.5

P C

.2

P T

.9

P C

.6

.0

E

L L

FILL

FILL

#14

#14

CURVE CL12

CURVE CL13

PI 47+73.59

N 557,458.3522

E 2,510,093.2056

R 2,700.00

L 130.67

T 65.35

DESIGN SPEED 35 MPH

TRANS. LENGTH 100

SE RC

#12

#12

(TDOT STD. DWG. RP-VC-11)

6-30 CONC. CURB & GUTTER

#38

EW

#12

R C

P

18" RCP

R C

P

R C

P 18" RCPRCP

24"

S-GRS-3.

WITH BASE PLATE, SEE TDOT STD.

NOTE: MOUNT GUARDRAIL TO TOP OF WALL

CUT

45+10.00, 14.00' LT.

BEGIN TYPE 38 TERMINAL

END GUARDRAIL

47+80.00, 13.50' LT.

BEGIN GUARDRAIL

END TYPE 38 TERMINAL

STA. 44+75.00, 9' FIELD ENT.

STA. 47+32.15, 12' FIELD ENT.

LIMIT OF CONST. 0+45.00

STD. DWG. RP-D-16

TYPE "B" DRIVEWAY

LIMIT OF CONST. 0+40.00

STD. DWG. RP-D-16

TYPE "B" DRIVEWAY

STA. 45+73.00, 12' FIELD ENT.

10' SHARED USE PATH (BOARDWALK)

10' SHARED USE PATH (ASPHALT)

46+80.00, 20.50' LT.

END SHARED USE PATH

46+70.00, 20.50' RT.

BEGIN SHARED USE PATH

P T

.3

STATION EQUATION:

STA. 46+93.82 AHEAD

STA. 46+93.33 BACK =

P C

.2

CURVE CL12

PI 45+79.48

N 557,610.3155

E 2,509,970.9793

R 850.00

L 229.09

T 115.24

DESIGN SPEED 35 MPH

SE 0.035 FT/FT

TRANS. LENGTH 100

45+50.00, 23.00' LT.

END TIMBER BOARDWALK

CUT

FILLWALL IS 15.50' LT.

OFFSET AT FACE OF

RETAINING WALL #5 LIMIT OF CONST. 0+40.00

STD. DWG. RP-D-16

TYPE "B" DRIVEWAY

STA. 44+4

7 FOR CHURCH ENT.

LOWERED CURB STA. 43+9

5 TO

LIMIT OF CONST. 0+25.00

STA. 44+28.00, BUS. ENT.

LIMIT OF CONST. 0+40.00

FILL

CUT

1.5: 1 SLOPE

RIP-RAP ON

CLASS A-1

CP#2

STD. DWG. CR-22

RAMP, TDOT

TYPE 22 CURB

TDOT STD. DWG. CR-22

TYPE 22 CURB RAMP,

IN

V.

.8

C M P

IN

V.

.5

C M P

D

IR

M

AP

LE

U N

K N

O W

N

S

YC

AM

O R E 8

W

H

IT

E

AS

H

W H

IT

E

AS

H

W H

IT

E

AS

H

M

AG

N O

LI

A

R E D

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