2026-18_ROW_Support_and_Prop_Acq_Svc_Addendum_1.pdf
PDF 19 MB Posted
- Solicitation number
- 2026-18
- Issued by
- Knox County, Tennessee
About this file
This document is an Addendum 1 to a Request for Qualifications (RFQ) issued by the Town of Farragut, Tennessee, for Right of Way Support and Property Acquisition Services related to a roadway improvement project on Virtue Road and Boyd Station Road. The project involves the acquisition of right-of-way, permanent drainage easements, slope easements, and construction easements across approximately 23 tracts of property. The Town intends to select three separate firms, each responsible for one of three distinct services: appraisal preparation, appraisal review, or property owner negotiations and closings. The RFQ deadline is December 30, 2025, at 2:00 PM, with the Town's offices closed on Christmas Eve and Christmas Day (December 24-25, 2025). The anticipated construction let date is approximately two years out, following utility coordination and right-of-way certification, with federal funding supporting the project. The addendum includes project plans (Exhibit A), a modified Drug-Free Workplace Affidavit form (Exhibit B) allowing respondents to specify their service type, and required compliance forms including the Statement of Illegal Immigrants Compliance and Iran Divestment Act Certification (Exhibit C).
Respondents submitting qualifications on all three service categories must submit three separate proposals or combine all three categories into one proposal if two categories are performed by separate sub-consultants. Only the prime contractor must complete required forms including the Drug-Free Workplace Affidavit, Non-Collusion Affidavit (which requires notarization), and licensure documentation such as real estate licenses, right-of-way certifications, appraisal-related licenses, business licenses, or title agent licenses. Evaluation criteria allocate 15 percent of the score to evaluations on prior projects with TDOT, the Town of Farragut, and other clients, with the Town permitted to contact client references if formal evaluations are unavailable. Title and closing services are included in the scope of work contrary to initial exclusions. Addenda and solicitation documents are available on four platforms: the Town website (free registration), Vendorlink, Beacon, and EUNA/Demand Star (all requiring paid registration). All communications regarding the RFP must be submitted via email to Anissa Pratte, Staff Accountant at apratte@townoffarragut.org, who serves as the sole point of contact; contact with other Town personnel is prohibited and may result in bid disqualification.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2026-18_ROW_Support_Addendum_3.pdf | ||
| 2026-18_ROW_Support_Addendum_2.pdf | ||
| RFQ_2026-18_Virtue_Rd_ROW_Plans.pdf | ||
| RFQ_2026-18_Virtue_Rd_ROW.pdf |
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Text version
Town of Farragut
Addendum 1
RFQ No. 2026-18
Right of Way Support and Property Acquisition Services 12/09/2025
The proposer acknowledges this addendum shall modify and become a part of the original solicitation document. The Proposer further acknowledges that should it be determined at the time of the bid opening that the Proposer has failed to acknowledge receipt of ALL issued addenda; the Proposer’s Bid submission shall be rejected. The Proposer understands that any verbal representation made or assumed to be made during any oral discussion held between Proposer’s representatives and any Town personnel is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.
Reminder
RFQ 2026-18 Right of Way Support and Property Acquisition Services Due date is December 30th, 2025, at 2:00PM.
Respondents will be responsible for delivery of their responses to the Town of Farragut before the due date/time. Any responses received after the due date/time will remain in the Town’s Finance Procurement
Division, sealed, and will not be considered.
Q1. With a due date of December 30, we want to be sure our qualification packet is delivered during the holiday period. What is the Town’s holiday schedule for receiving qualification packages for RFQ 2026- 18?
A1. The Town of Farragut will be closed for Christmas Eve and Christmas Day. (Wednesday, 12/24/25 & Thursday, 12/25/25)
Q2. Does the Town have a set of plans illustrating the proposed Right of Way to be acquired? Would it be possible to send a link or a copy to firms interested in submitting qualifications?
A2. See Exhibit A of this Addendum. This addendum and any plans attached will become officially a part of the final contract with the awarded vendor
Q3. What is the anticipated Construction Let date for this project?
A3. Anticipated let Date: The project has federal funding, and the let date will be after utility coordination and ROW certification, likely two (2) years out.
Q4. The Evaluation Criteria chart indicates15% of the score will be based on “Evaluations on prior projects with TDOT, Town of Farragut and other clients, if available”. If we don’t have hard copies of formal evaluations from clients, will the Town call a consultant’s client reference list to determine performance for this scoring criteria?
A4. If there are no copies of formal evaluations from clients, the Town may choose to call the client reference list to acquire scoring data.
Q5. The Drug Free Workplace Affidavit states in the first paragraph and under Item #2 that the undersigned will provide construction services. Would the Town modify the form to state “Appraisal/Appraisal Review/Property Acquisition Services” so we can circle the service we will provide?
A5. Yes, please see Exhibit B.
Q6. Where do we find the Statement of Illegal Immigrants Form listed under Instructions to Responders, Item I.e.? It was not in the RFQ. Also, Iran Divestment Act Certification.
A6. See Exhibit C.
Q7. We noticed title and closings were excluded from RFQ. Are those services already provided by another vendor?
A7. Title and closings should be included in RFQ.
Q8. If we are submitting on all 3 categories, can we submit only 1 proposal and include all 3 categories in that proposal?
A8. The three categories should be split between three separate firms. One proposal can include all three only if two of the categories are to be performed by separate sub-consultants.
Q9. The RFQ lists 5 forms, is “b. List of any subcontractors” an actual form? If so, where is it located?
A9. This is not a form. Please list them out with in your proposal.
Q10. Does only the prime need to complete the forms?
A10. Yes, this is because the prime is the entity that holds a contractual relationship with the customer and is ultimately responsible for submitting all required documentation. The forms are designed to capture information that the Town requires directly from the prime—such as certifications, representations, compliance statements, and pricing details.
Q11. Does the “Non-Collusion Affidavit” require a notary?
A11. Yes, the Notary requirement is at the bottom of the form.
Q12, For item G. under Instructions to Responders on page 5 of the RFQ, what licensure is required?
A12. If you have them, please provide any real estate licenses, ROW certifications, appraisal-related licenses, business licenses, and/or Title agent license.
Q13. If addenda are posted, will that be on the Town website where the RFQ download is located?
A13. You can find the Town of Farragut solicitations and all applicable downloads on these 4 websites:
1. Town Website (Free):
o https://link.edgepilot.com/s/e21d4051/d914nl_zIkSbJ5nskjuXHg?u=https://www.townoffarrag ut.org/Bids.aspx?CatID=17 o Registration is required but at no cost to vendors.
2. Vendorlink (Paid):
o https://link.edgepilot.com/s/cb5ff12b/xEUleExc3k2Kw81aTPmiwQ?u=https://www.myvendorli nk.com/external/home o Vendors must register and pay to access solicitations but benefit from exposure to opportunities nationwide.
3. Beacon (Paid):
o https://link.edgepilot.com/s/1f6497fb/IRQ_I4wvpEaSC2N_EUh0dw?u=https://www.beaconbid .com/login o Also requires vendor registration and payment, offering national visibility.
4. EUNA/Demand Star (Paid):
o https://www.demandstar.com/app/login o Also requires vendor registration and payment, offering national visibility.
o
Once you register, you can download all documentation, and you will receive updates to the solicitation as we post them. There is a form in the solicitations that is required to be filled out, acknowledging that you have received and read all the addendum that we have posted to the three sites above.
Q14. Our proposals will be in sealed envelopes and then placed in a shipping package. Is the provided RFQ Envelope Cover to be placed on the sealed proposal package?
A14. The RFQ envelope cover sheet is optional. However, please ensure that the RFQ information is clearly written on the outside of the mailed package so it can be easily identified when received.
All communications regarding this RFP must be submitted via email to the Finance Department representative identified below:
Anissa Pratte, Staff Accountant apratte@townoffarragut.org
The Staff Accountant will be the sole point of contact for this RFP.
Proposers’ contact with anyone else in the Town is forbidden and may result in disqualification of the Proposer’s bid. Further, any oral communication will be considered unofficial and non-binding on the Town. Proposers should rely only on written statements issued by the Finance
Department representative.
https://link.edgepilot.com/s/e21d4051/d914nl_zIkSbJ5nskjuXHg?u=https://www.townoffarragut.org/Bids.aspx?CatID=17 https://link.edgepilot.com/s/e21d4051/d914nl_zIkSbJ5nskjuXHg?u=https://www.townoffarragut.org/Bids.aspx?CatID=17 https://link.edgepilot.com/s/cb5ff12b/xEUleExc3k2Kw81aTPmiwQ?u=https://www.myvendorlink.com/external/home https://link.edgepilot.com/s/cb5ff12b/xEUleExc3k2Kw81aTPmiwQ?u=https://www.myvendorlink.com/external/home https://link.edgepilot.com/s/1f6497fb/IRQ_I4wvpEaSC2N_EUh0dw?u=https://www.beaconbid.com/login https://link.edgepilot.com/s/1f6497fb/IRQ_I4wvpEaSC2N_EUh0dw?u=https://www.beaconbid.com/login https://www.demandstar.com/app/login mailto:apratte@townoffarragut.org
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
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SHEET TITLE:
DRAWN BY: DESIGNED BY:
DATE: SCALE:
PROJECT NUMBER: FAR302
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O A
D B
O Y
D S
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D F
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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 apratte Text Box Exhibit A
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A Y
V I R
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M S
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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'
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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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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
S
D
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
T
T
T
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
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
R K
C
E
K
W.
O.
R
P O
S E
R P
W.
O.
R
P O
S E
R P
(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
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
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
RELOCATION PLAN
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
REMOVAL AND
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
RELOCATION PLAN
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
IN
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…
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