HomeMy WebLinkAboutZMA202000007 Application 2021-04-19 (2)COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
1401 EAST BROAD STREET
RICHMOND, VIRGINIA 23219-2000
Stephen C. Brich, P.E.
COMMISSIONER
February 17, 2021
Andrew Reitelbach
Senior Planner
Albemarle County Community Development Department
401 McIntire Road
Charlottesville, Virginia22902
RIGHT OF WAY - VDOT Lands Acquired From Forest Lakes Associates
RST Residences Zoning Application (ZMA 2020-00007)
Dear Mr. Reitelbach
The Virginia Department of Transportation (NDOT") has been requested to provide Albemarle County
("County") information regarding VDOT's right of way and Tax Map Parcel 46135-1D, as it relates to the
proposed project known as "RST Residences" ("RST") and a proposed connection to Ashwood
Boulevard. The County has requested clarification regarding RST's right and ability to construct an
access to Ashwood Boulevard, as shown on the application plan, across those lands owned by VDOT.
VDOT acquired Parcel 46135-1D in 2001 from Forest Lakes Associates for the purpose of constructing a
Route 29 Western Bypass. The Bypass project was subsequently rescinded by the Commonwealth
Transportation Board by resolution dated July 16, 2014. As a part of the initiative to return those lands
acquired for the Bypass project, back to private ownership, VDOT reviewed Tax Parcel 46135-11) to
determine its need for current or future highway purposes. During the review it was noted the County
comprehensive plan showed an extension of Ashwood Boulevard to Berkmar Drive. As a result, VDOT
determined that a portion of the property, fronting Route 29, containing approximately 1.44 acres (marked
in RED — Attachment 1) could be released for sale, and the remainder, located along Ashwood Blvd
(marked in BLUE — Attachment 1), should be reserved for right of way purposes, allowing for future
modifications and improvements within those limits.
The process to adjust right of way limits, on lands already owned by VDOT, is an internal administrative
process (see attachment 2). As a result, VDOT has a requested RST to depict the proposed right of way
limits for Ashwood Boulevard on their site plan, showing that portion of Parcel 46135-11) being retained
by VDOT as "Proposed Right of Way" and VDOT will formally acknowledge this designation as a part
of the RST site plan review process. This will also be supported by VDOT's request to the County
Assessor to revise the boundaries and acreage of Parcel 46135-113 to depict the proposed right of way
limits, and reflecting only that 1.44 acre portion of the parcel which will be offered to the public.
VirginiaDOTorg
WE KEEP VIRGINIA MOVING
Letter to Andrew Reitelbach
RST Residences Zoning Application (ZMA 2020-00007)
February 17, 2021
Page 2
The acknowledgement and designation of this area as right of way provides for RST to construct the
proposed connection and any improvements (i.e. sidewalk, curb and gutter, etc) that may be required by
the County or VDOT as a part of the site plan review process, along Ashwood Boulevard and clarify any
questions as to the legal rights of access across those lands owned by VDOT. After this area is designated
as right of way, RST's property would then abut the Ashwood Boulevard right of way. As such, the
proposed connection would not cross a separate County tax map parcel to reach the Ashwood Boulevard
right of way, allowing the proposed connection to be constructed within the right of way limits pursuant
under VDOT's access permitting procedures. No portion of the proposed connection would be built on a
tax map parcel, owned by VDOT. All improvements and any proposed connection will still require
review and approval by the County and VDOT to ensure they meet all zoning, land use, and highway
standards and requirements.
If you have any further questions regarding this matter, please do not hesitate to contact me.
Sincerely yours,'
7imerl'y M. Leckner
Assistant Program Manager
Right of Way and Utilities Division
cc: Adam J. Moore, P.E., Area Land Use Engineer, Charlottesville Residency
Attachments 2 (1 — Acquisition Project Plans, 2 — Real Estate Certification)
VirginiaDOTorg
WE KEEP VIRGINIA MOVING
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DesJgn Fl/e = c:\documents\cfms)ocaf\v/ewV6/60\d/6/60VaWffG3Wgr;:\documents\cfms-locaMef\slnet/ay.dgn Ref. FJ/e = c:\documents\cfms-locaMef\29borderAgn Ref.Fl/e = c:\documents\cfms-locaMef�4626-p7.dgn Ref.Flle = gA246/5\dgn\eopdgn Ref.Fl/e = c:\documents\cfms-locaAref\d3/60a.dgn Ref. File = c:\documents\cfms-locaMef\rso-p7Agn Ref.Flle = c:\documents\cfms-locaMef\draln_ddgn Ref. Flle = c:\documents\cfms-loca1\ref\4626-c7Agn Ref.Flle = c:\documents\cfms-locaMefV6/60d2dAgn Ref.Flle = c:\documents\cfms-IxaMef\stlp/eAgn
Desfgn levels on = 1-2022-5052-63 Levels On = I-63 Levels On = 1£3 Levels On = 2-9J/J2,14-62 Levels On = 3-6 Levels On = 3,62/,63 Levels On = /-2729-59,61-63 Levels On = 3-54,5759-6/,63 Levels On = /£3 Levels On = I-63 Levels On = /-27,29-62 By Resolution of Commonwealth Transportation
1 LIMITED ACCESS HIGHWAY Board dated April17,1997
REVISED REVISED FHWA FEDERAL AID STATE
1 Rev. Prop. R/W lines ore depicted as the *Prop. Perm. Slope Easement lines *Prop. Perm.ingress/Egress Easement lines DESIGN FEATURES RELATING TO REaoe STATE SNffTNO.
1 Prop. Right of Way lines shown on the plans are depicted as shown on the plans ore depicted as shown on the plans CONSTRUCTION OR TO REGULATION 5-16-00 9-30-99 PROJECT ROUTE PROJECT
for Project 0029-002-135, R-201 for Project 0029-002-135, R-201 for Project 0029-002-135, R-201
1 J J J AND CONTROL OF TRAFFIC MAY BE 9-6-00 11-8-99SUBJECT TO CHANGE AS DEEMED 6029 ' 002 - F22
NECESSARY BY THE DEPARTMENT 9 26-� 3-22-00 3 VA NH - 037 - 2 (1301 29 RW 202, C 50/ 35
I ROUTE 29 BYPASS se I Z � � �- 2-14-0/ 4-3-00
1 CONSTR.
41 EURE COMMUNICATIONS, INC. ���5-8-00
DPI E 26/-4/988 (n
1
1 DELTA - 34 3'25J'LT. rs' S (DBRIVER HEIGHTS. 988, P. 283) ��\� \
T " 185562 �2i (DB.748, P. 57/-PLAT) ASSOC/AYES
L • 172.464 �R, (10.375 oc) ) \ \
1 1 R - 450A00 W 25� Zz MARY E. BROOKS & \� 127 LIMITED PARTNERSHIP
j F9?2 i3°02' 38 _ PHIUP H.BEASLEY (D.B. 1757, P. 504) 127
LSIN - 95A0 rn (DB.234,P.344-PLAT)
1 LSOUT " 95A0 `k� 15 fDB.529,P.536J
TS - 259 56.42 �fl (DB. 472, �\ w
1 SC - 260.5/.42,5(l1 ( //Q (DB.529,P.54/-PLAT) Io^ E 8�) x 1` _ RIVER HEIGHTS ASSOCIATES r3.000 oc)
CS - 262.2-009 (ll 36 v\ Q I
1 Sir - 263• (l1 (0.988 ac) � N Ig � � � LIMITED PARTNERSHIP
V - 100 /h SIX STAR ASSOCIATES 11 � (DB��4,P.2�028PLAT)
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A Underdraln UD-4, Req'd 7 7Bm S� �� r; _ 68Dm _ .. _ .. _
_ / (DA5 P.180-PL�1 � _ � ROUTE 29 BYPASS NB
1 �- Q �� (2J o J ] "D 59.4/m 1 �� c l56 "EH49 c�� acl; _ _ ; CONSTR. BL
1 Aspholt Concrete Curb TY. MC-3B, and l / Prop, w" (S 2T x � L52B3 ' �' �1 Q'o ] " ' i PI 264 53.672
1 Asphalt Concrete Curb Backup Material. ; l �,� ulslton u - _ , 44' 4W) 79Am PORTION 0 w CEMETERY - HEIRS, CATV Ped. No' - 155', '' ' `�� DELTA - 3r246.7•RT.
1 PARCEL X — "' I DEVISEES & ASSIGNSReqQ rel. Ped•io� r - /57J660
Q �, ' / / �i A P . No• (355,071 73 TH H.OWEN & J.W.OW ,56�: _ R - 400A00
3/ Guardrail GR-2, R d _ z LSIN - 90.00
Q x . " ° T Tel. Ped ' 0 l - � , i - � : �
1 / REFERENCES 1 I ( 3 . �c. 90) s _ _ , - Lsour - 90A0
1 AGuordrall Terminal GR-6, Req'd / (PROFILES. DETAIL & DRAINAGE cA Ped• o 3 Rcr LS • 269• .00
f /
Notes: DESCRIPTION SHEETS, ETC.) " ;_ _ : _ - _ _ �j � 168 - - , - a SC - 263.86.012
1
/� CS - 265.15238
1 Rte.29 Bypass NB Profile 35A l � sr - 266•05238
1 Denotes Proposed Pavement EJ
r75B6m1 HP PA1�K , L� s� 0
LL JJ V -100 km/h
Rte. 29 Bypass SB Profile 35B 7399 (DB,1�83, �9$J E - 8.007
00
Bypa Proposed right-of-way on the western side (D.Br527,P7a(�-�LVAT)
I /� Denotes Demolition of Pavement / ��a ❑ O ( of the roadway is based on the southbound (15.558 oc) METRIC SCALE
1 Q rr Utility Companles X1 construction baseline. Figures in brackets ( 1 and dot - dashed lines Figures in double brackets (( 11 and dot -dashed 1 : 500
L�- - - - - - - Denotes Construction Limits In Cuts Q� denote permanent easements. lines denote permanent utility easements. 111
1 8 Drainage Descriptions XX Proposed right of-woy on the eastern side 0 10 m 20 m
1 N L _ _ _ . Denotes Construction Limits in Fills of the roadway is based on the northbound Figures In parenthesis (1 and dot -dot -dashed '"'Proposed variable width permanent utility easement
1 0 / construction baseline, lines denote temporary easements. for Virglnlo Power and Centel/Sprint. VW METRIC
I � .
A PLAN NO. PROJECT FILE NO. SIffFNQ
1 6029 - 002 - F22 35
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Design File = c:\documents\cfms_local\view\16160\d16160\i6WOA 54,dgr :\documents\cfmsJocaAref\steetlaydgn Ref. File = c:\documents\cfmsJ"Aref\29/w,de,dgn Ref. File = c:\documents\cfmsJocaAref\4626- p7dgn Ref.File = eopdgn Ref. File = c\documents\cfmsJocaAref\stipledgn Ref. File = c:\documents\cfmsJ"1\ref\rsa_p7dgn Ref. File = c:\documents\cfmsJ"1\ref\d,ain_ddgn Ref. File = c:\documents\cfmsJ"1\ref\4626_c7dgn Ref. File = c:\documents\nfms-lwaMefV6/6Od2ddgn Ref.File = c.\documents\cfmsJocaMefv7ofway.dgn
Design levels on = 1-27,29-50,53-62 Levels On = 1-63 Levels On = /fi3 Levels On = 2-9J/J2J4-63 Levels On = 3-6 Levels On = /-2729-63 Levels On = /-2729-59,6/-63 Levels On = /fi3 Leak On = /fi3 LINe/s On = /-63 Levels On = /-272&50,52-63 By Resolution of Commonwealth Transportation
LIMITED ACCESS HIGHWAY Board dated April17,1997
RENSED RVASED FHWA SPATE FEDERAL AID STATE SNffTNO.
DESIGN FEATURES RELATING TO 9'26'00 9'30'99 REGION PROJECT ROUTE PROJECT
CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE 2-14-01 3-22-00
SUBJECT TO CHANGE AS DEEMED 6029 - 002 - F22
NECESSARY BY THE DEPARTMENT 6-5-00 3 VA. NH - 037 - 2 (1301 29 RW 202, C 50/ 34
6-20--00
9-143, �`.`�� -6-`�`�
14
141
hit 336 140 b
Notes. see S _ 139 / S` ;
�atGh Upe S 138 .:
137 *
Denotes Proposed Pavement N c
135 •` , � T ��� �
134
Denotes Demolition of Pavement 133 `•`� ��� S/�y
132
_ _ _ _ _ _ Denotes Construction Limits In Cuts m ;30 129 �'�` Q �°9•F .v 3ro23 e°'e
r = g - Zips, 9�o
Denotes Construction Limits in Fills' - 128 "^' ��z� °j 61 s ✓O�
ROUTE 29 BYPASS NB 127 0 - °j7) ly /o \
Figures In brackets ( 1 and dot - dashed lines �,coNsrR.BL R3 RI- ll/ jF0 EST LAKES
PI - 259.84391 u3 o R S os R •� �\\ gsAy
denote permanent easements. 14 DELTA - 9r32'542•LT, T SWM 34 1 ,s 9 ��
T • 467.060 / BOTTOM EL.- ,z ^h . • • �9
Figures in parenthesis f J and dot -dot -dashed o L • 565Ja7 .ti .2$ "�a'$;lq,i.P.549'
R - 410A00 (DB. 52y44Z - -P, LAT)
lines denote temporary easements. -� 9 . � � s s
LS/N - 90.00 R2 �ry yo �� (DB. 955, P. 4jr-PQr-i a Ln 3 3� O(/J ,
Figures in double brackets (( 11 and dot -dashed L50� - �� . • • (DB./307,P.9.40 PLAT _,� N 28 Og'F \
lines denote permanent utility easements. se - 256 Q .33i - i"
(DB.1486 P.465-PLAT) �
CS - 26/•72.437 ?o°'� (DB.l9/6 P.583-PLAT) oLno=
xx Proposed variable width permanent utility easement /09 �� �
ST 262.62.437 (4.75/ocJ o m - o o •c,�`;�;�',,,�, \' s
for Virginia Power and Centel/Sprint. v • no km/n ,so \``3 �� hb' ��� SJ,
E - 8.00% g
+ Proposed variable width permanent utility easement CROCKETT CORPORATION
(DB. 731, P. 690)
for Albemarle County Service Autlbrity. (DB. 411, P. 523 PLAT J _ _ - - - - - _ _ _ _ .iq <v 2 F1 Er
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(D.B. 699, P.720-PLAT) - - - - _ `7 ? 6 z m
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Proposed right-of-way on the western side r ..... _ _ _ _ .... -P - - - - - ~ S- - m- - - - - -- �� - - - - - - - - - - -
of the roadway is based on the southbound ,' ,��c, SMH - - - _ _ 254 P molder® 3�� ` `��/ -F '�9�0- - - ---------------------
Air 1Tr - - - A°a
construction baseline. , RIM! 2 . 0 20 SAN/Tq/�y - I ,? . �O• -' nd Curb T 0
v
O - �2h� - 5.243(NE! SEWERS in �iirtr - 3/ _ I N 60>•� •8Q op. R/W fed Access Y�ne op V� '
�a , 0 , INV.-125,229(SE) - -Dff - - - -CqT ' �?F .h��.� .
Proposed right -of -way on the eastern side \ • • • , ,• �''%�'' - = s�lysa�,T R�.�s 285m FOREST LAKES AS1/A �° 100���OA
of the roadway is based on the northbound �� �a , / _ - -, , -- _ - - - - _ - - o F� �y QtoP• �,'" •oo a roB. lll6, P. 435J sir° ' lP�m
6 ` _ - 9/6A S� (D.B.1041, P. 5491 o qp f 37A
construction baseline. \ a /' _/JV -/ , SB3 (DB. 527, P.177 PLAT) L•� '
SMH (D.B. 955, P. 43/-PLAT) ° *
- _ . �j/M=130.02/ // 425m (DB. P.9.40-PLAT) °
° Eos INV.=l�$.$38(t J - _ _!J/. ti/ EI 4 /xv. .7W INV: 131.019 � /
i !___------ -- - utility. f INV.=128577(SWJ 4 a` N 0603'04"E 486/5 f� ��� 130r�8 (D.B.1486,P.465PLAT! L,805] /
.. riC rm °I•
r' l Pe r 342m 11 / 22.8441 i2 TOP 191KAP583-PLAT) ASS NB
Widths J SMH 6 Prop.Vor.Wldth 25.77/m � � Al" � � -134. �
y, 5 Ij vdr• 779 R/M=13/.436 / 0 / .��, p rm �� 76 I II �� �\bB �'I'o AN GE(�'75/ocJ O '
•780 ;, - r pcces prop • o , e Utl/i ti ; O sh 614. 38�72 '
�mlted �39254m1 INV.=1293331NEJ 6 1 EOM Cr39.545mi1 3 b z�i �¢s� C s�° o�C T r24'6J'RT.
462/6 J INV.=129.333(SE) ��,h��h� LL 55.447JJJJ
roP • i /' INV: 129.309(W) / /h� p�n� v Wn E + LOT 5� F II' °vim os��o /-
i LOT 6 v 45.6m (0232 act1292AO
26
(0243 oc)
. n co 03
m /' 4' r\ �� \Oe .F'i' hot o° s -CSOUT AO
/ 6 m /
.89 •89.0, /Rµ(- 5.541 y>� / / /' ; 03 "� 0� y °� ro0i,&� �+ 111 6° ° °� �� � � SC - 263.869/2
iflV.=l .118(NW) /'
�� �• 1 i INV.= 4.069(SE) "� �v / /) IV� / �� /By99�1 '� /0��1 0.��0.�\ cWi> \, �N. °�°d k
r �' 602 F 5� m W \ \ o\. COMMON AREA , r - 5•/523$ 0�i
J� • ! I t / �� / 210M A- /2j i i �� M N co (4J2/2 act E )� ST - 266.05. �$S
�� 749m h(O+xO ti ti LOT 7 p=12 R=15240m B = �'-�'-� r` N �� .� J V - lOO km/h
> ~ �o `v� 1 �r' •g73 ] �, cod (0209 cc) h A�9.484m Q g c\i o o W 8k9 d k0 / E • 811Q% /
.® • A, (R=5000) =1 SmN�z '
�
• �� �� 4•.� •oi lot ,^�'i� i �F REST AK Lor 4 �g�z � �� w �� �a
�� 1 ^0• �, ES L ES ASSO ( 6 cc) - try v�1
CROCKETT CORPORATION r�tio�o N `�5• (DB,Ins,P.435) TKO N � � .' 165 S� 32�ka�
(DB. 731, P. 690) ``�/ rx 2g• c cn i P 3
�• (DB.1041, P.549) ob 2'Sg i k k3
(DB.4/l, P. 523-PLAT) �' � ,? o6g , Fi % f 28-ryj
1 ! Prop. Temp. Droln, Eose. (D B..8 411, P.720 PLAT) / / BBo F (D•B• 527, P.177-PLAT) r� r 5g i /�G 5k 1
SMH SMH For Erosion/Sediment ^ 6"� (DB.955, so °6 E Q i W F ST ' ASSOCIATES ^� <k
R1M=125.3 9 �_�_/ 1 RIM-126.40� (/94.74/ cc) / R / P.43/-PLAT)cn / ''AY
INV.=I 2j` _� �� ..�' INV.=I22.96j"(NW) Control i N/ s r �o oN` ll/6P.435J ' 5��
LOT 8 ao B.1307 P.9.40 PLAT) o�c 9 q, "� • / d k 5 2
=IN 2.240(SE) - - - - - - � _--_I .1 '�� INV.=122.966(NE) i i (0229 ccJ 1486,P.465_P P 97P _ GPI- DB.104/,P.5491�'
/) _ _ - _ _ I .` V.=12� 954(S) 4��\� �a h�JB•/9/6, c) P°�� LOT 3 '� p(DB.527,P.177
r _ (DB.1307,P. PLAT)
i v v v v v v v v v v v v v v v v v v v v v v v v v v v v
/ (OJ99 cc)
:� _ _ % •l05� 3 Underdrain UD-4, Req'd N 1 36, P \�� Q J� 2 g• /s 3� 1� �` (D.B. l48 .465 PLA
_ -- - -- \-
2y�)•RZ \.�\`� i �( 2 °ct%
Endwoll EW-12, Req,d / ti�i `�6s 6S� F� �,� �� <c, O �� `�✓ess'F �, P �� W ,� ti �' l �y��on
0.2 4 PVC \ � / Q
STUB o / TL O o i m� Z Pc METRICSCALEALE
l9 Asphalt Concrete Curb TY. MC-3B, and i ti �, �, o ha P o q aq pop'
Asphalt Concrete Curb Backup Material,
Req'd i 0 10 m 20 m
3/ Guardrail GR-2, Req'd � / i
ulslton Llne
PLAN NO. PROJECT FILE NO.
A 6029 - 002 - F22
SHEET NO.
34
4\ /DOTofVirginiaDepartment
�/ of Transportation
Real Estate Certification
The following land and/or property interest that was formerly a portion of road right of way is no
longer deemed necessary for uses of the State Highway System or Secondary Highway
System.
Location of Property or Property Interest
PMI 6638
Route : 29
County: Albemarle
Acquired for Project
6029-002-F22, RW-202
Acquired from
Forest Lakes Associates
Location
Shown on Sheet 9, 10 and 10E of the plans for Route 29, State
Highway Project 0029-002-135,RW201, lying northeast of the
intersection of Ashwood Boulevard and Route 29, north of and
adjacent to north existing and proposed right of way line of Ashwood
Boulevard and east of and adjacent to the east existing right of way
line of Route 29; from a point 176.03 feet opposite Station 102+77.56
(Ashwood Boulevard Construction Baseline to a point 90.98 feet
opposite Station 2657+32.02 (Route 29 Mainline Construction
Baseline).
Size (area)
1.4473 acre
Reason for Change
Roadway abandoned
Roadway changes resulting from a new project
X
Reduction of right of way width, for area no longer needed (no further
need was reviewed and concurred in by Planning, Operation, and
Maintenance.
Easement no longer needed (no further need was reviewed and
concurred in by Planning, Operation, and Maintenance.
X
The plans have been revised at the request of the County and District to
accommodate a future project to widen and extend Ashwood Blvd..
If approved for sale, the limited access rights as shown on the plans will
be released.
I certify that the above described real property or property interest is no longer needed for uses of
the State Highway System or Secondary Highway System and authorize the disposal in
accordance with State statues.
Richard Digitally signed by
Richard Walton Jr
_ Date:2020.08.28 Date
inr. 08:46:47-04'00'
Chief of Policy
1112JI2015
11.47.04 AM
d77383009RW.dgn
Plotted By:loccluser
$ PROJECT MANAGER Dave Lovfttoa.L'.E-(4.3414229373_
e16 SURVEYED BY, DATE RLnker_DesLga-4ssDcJates.e.C.17O3L3&B-73Z.3_
DESIGN BYJaba-4fLomettlP_E.-Rlokeclleslgn-AssacLates-(Z03J33400&D
e SUBSURFACE UTILITY BY, DATE So-DWJhc-(Z0-5) 36/5005
PrOA Slope Eos�ement Plans 1602-05 [�6-7 _Y°49'55"E 382.43' HWy085]
Cs 6e] l04
J PARCEL • 04600-00-00-014AO
SIX STAR
ASSOCIATES & WENDELL W, WOOD
10.794 ACRES
O8 670 PG 529
DB 7 85 PG 566
� �O
N N Route 29 (Southbound)
Match Line This Sheet
REVISED STATE
STATE
. 44V- NTH QF L 09121115 ROUTE PROJECT
° r�Pc 11123115
r
SHEET
0029-002-135
\'\ O RYAN J. DREELIN ' VA. 29 R-201• C-501 9RW
\ L:c. No. wo IOU
\ pg DESIGN FEATURES RELATING TO CONSTRUCTION
IgND SURV�'� OR TO REGULATION AND CONTROL OF TRAFFIC
Prop. Perm. �•/ [Z165J
MAY BE SUBJECT TO CHANGE AS DEEMED
Drolnage Easement /. Ryan) Dreelln NECESSARY BY THE DEPARTMENT R,Zo
/ 2015.11.23 1 1:59:28-05'00'
/• �p2
/ Rinker Design Associates, P.C. �p29
Manassas, Virginia
�� N35'35.06°E 24254 Prop, Perot LAND SURVEYOR JOo� P<o1
•22 Exf R Slope Easement _ .. • -- • — • _ —
� stln9 � — — — --' '_-
H�y
P/a 602-05
—
C8226'l N27-16'53"E 43/.33'
•178i J [;5-OTZ6j
989/
11
N
N coo LO
N
IN
PARCEL
TOTAL
FEE TAKING
REMAINDER
PERM.SLOPE ESMT
PERU SWM ESMT
PERM DRAINAGE ESMT
PERM.INGRESS/EGRESS ESMT
PERU SIGNAL £SMT
TEMP.CONSTA.ESMT
TEMP.(ENTRANCES)
NUMBERS
ACRES
ACRES
So.FT.
ACRES
SOFT.
ACRES
SQFT.
ACRES
SOFT.
ACRES
SOFT.
ACRES
SOFT.
ACRES
SOLFT.
ACRES
SQFT.
ACRES
104
10794
/0794
6%/
OJ575
-
-
8J25
OJ865
-
105
47514
4.7514
2.9%
OD6%
69379
1.5927
-
125
OM29
106
2J52/
0.0293
1277
2J228
3.462
0.0795
-
-
22791
05232
-
-
-
-
-
107
/5588
/5588
-
-
-
-
-
-
-
17J86
10.3945
- N23'21'I8°E Existing R/W Hwy. Plans 1602-05
(N3f02138"E 155.40 N2736102•E (N35/7'2r
N2f00 00 E (N28°41'20-E 20134
IRF I8/4/ j Approx. Location
C9/53'J
•57.45 J
/0333'J
i X. 20 Storm Drain Easement •73
- : 12.73 •sis7 J
Along Swale (N34°55'09"E 32.60J N27°13'49"E
D.B. 1544 PG. 357 Prop, Perm, o o I [•8695]
i
/ Slope Easement i i �
- LEGEND GENERAL NOTES: ,
LALL ADJOINING/DEPARTING BOUNDARY LINES SHOWN ARE I 7
1PF/1RF a EXISTING PROPERTY MARKER Sign & Landscape Esm t I I
COMPILED FROM VARIOUS SOURCES: FOUND FIELD D.B. 1973 PG. 437 1 I
MONUMENTATION.METES AND BOUNDS DESCRIPTIONS. AND I
EXISTING PROPERTY LINE RECORDED PLATS.THEY Do NOT REPRESENT A FIELD
RUN SURVEY AND ARE A BEST FIT BASED ON /
EXISTING R/W LINE I I
COMPILED DATA Prop. Perm.
CONSTRUCTION BASELINE 2•ALL AREAS SHOWN FOR EASEMENTS ARE APPROXIMATE %� SWM Easement
3.THE PROPERTY LINE INFORMATION SHOWN ON THIS % Albemarle Service Esm�t
PLAN SHEET 1S COMP/LED FROM RECORDED DATA AND DB I710 PG 234 I
'00m EXISTING MONUMENTATON LIMITED FIELD MEASUREMENTS PERFORMED BY
DEWBERRY AND PROVIDED BY VDOT WITH PORTIONS
UPDATED BY RINKER DESIGN ASSOCIATES. P.C. AND DO
NOT REPRESESNT A BOUNDARY SURVEY. l
00.07 PROPOSED RIGHT-OF-WAY ATH/S PLAN SHEET WAS PREPARED WITHOUT THE
•00m BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL �%
I EASEMENTS WHICH MAY AFFECT THE PROPERTY I
00DO -/ PROPOSED TEMPORARY EASEMENT HEREON. '
1 �� I 5.BEARINGS AND DISTANCES IN PARENTHESES ARE �'' r205'83'l j l 1
FROM RECORDED PLATS OR DEEDS. ' L '0i•96 J 1
` 1.00-001�
PROPOSED PERMANENT EASEMENT &RIGHT OF WAY MONUMENTATION TO BE SET UPON �•i'� ; %l I
` 7.
COMPLETION OF CONSTRUCTION. I ll
NONE OF THE PROPERTY'S PHYSICAL IMPROVEMENTS l
ARE SHOWN HEREON.
O PROPOSED RM-2 MONUMENT SET 8.NO CEMETERY SITES WERE OBSERVED ON THE •�•'• I l
\ SUBJECT PROPERTY.TH/S DOES NOT PRECLUDE THEIR l %
` (E-3287643 99l vooT PROJECT cooROlNAres EXISg.TH ST SURVEY DATUM /S BASED ON VOOT PROJECT:
`.` •0029-002-135 R-201.C-501 UPC 077383. ' �.� Prop. Perm; De li/OnPG to nt jl %l I/ cV
�. SWM Easement
Ex 20 �p:- �uwzDI 280/
Prop. Perm. � P64J2' �•Q �nse l05 e � G e Eo meSWM Easement 325 A nt 3
PARCEL • 04685-00-00-001CO
PARCEL A
COUNTY OF ALSEMARLE,VIRGIN/A
4.7514 ACRES G �f
DB 1973 PG 437
1.60'J
-----------------/'----�-/
0
111-
N N
N 27' 17' 13' E
(E-329447/.73)
.oQIT p
s
sr
00'47
0
r
rri
PC 10/•27.83
102
Curve ASHWOOD-1
P/ - 102.13.43
DELTA • IF 14' 58A7' (RTJ
D - 8° 57' 40•
T - 6559,
L - /70J8'
R - 63939'
PC • 101.2783
V4Omph A/
� c-Jzy9/C4.48J
Curve ASHWOOo-2
P1. 104.58.41
DELTA -15' 13' 3780• (RT)
D - 4.46' 29'
T • 160.4o'
L • 31832'
R • 1200.00'
PCC-102.98.01
PT - 106.1692
rn
V • 40 mph
Rte.29 ML Constr.
Route 29 (Northbound)
C9/2Y
•6580 JJ
�✓ 9/23� N27715143"E
•6580
�.
PROP. RAY
AL=
Prop. f
— — Slope Ea
35.00----------54.20' 9/24'
IF Uri, •18.87
/06
PARCEL • 04685-OO-00_001Dp
PORTION OF PARCEL X
COMMONWEALTH
OF VIRG/N/A
DB 22063 PG6ES65
Station
/07
EL • 04600 OO-
HP PARK LP
15558 ACR S
R=810'
/04 •' `
/'
/
� L •6538 J J/.
x Prop. Perm.
kolnoge Easement
Match Line This
&26:53 /07
308.86
Exist. R/W
9/24'
- 8.67]
/14.48'1
-/9.63 J
Exist. Limited Access
Line as per Project
6029-002-F22, RW-202
SCALE
0 25' 50'
0029-002-135
SHEET NO.
R.W PLANS
1112312015
11.47.16 AM
d7738301ORW.dgn
Plotted By. loccluser
N
0
a
0
IE
0
wwNMM�
Qz
LU
LU
V
PROJECT MANAGER Dave-Cayingtoa,B.EJ4.3414229373_
SURVEYED BY, DATE RInker_DeslgaAssorJates,e.C.17D3L3&B-73Z.i_
DESIGN BY JabaAfLomettl P_E.-Blnkecl>Eslgn-Assaclates1ZQ31334Q0&D
SUBSURFACE UTILITY BY, DATE S6-D&epJhc-(Z0-5)3615QQ5
LEGEND
GENERAL NOTES.
1PF11RF o
EXISTING PROPERTY MARKER
I.ALL ADJOINING/DEPARTING BOUNDARY LINES SHOWN ARE
COMPILED FROM VARIOUS SOURCES: FOUND FIELD
MONUMENTATION. METES AND BOUNDS DESCRIPTIONS,AND
EXISTING PROPERTY LINE
RECORDED PLATS.THEY DO NOT REPRESENT A FIELD
RUN SURVEY AND ARE A BEST FIT BASED ON
—
EXISTING R/W LINE
COMPILED DATA.
2•ALL AREAS SHOWN FOR EASEMENTS ARE APPROXIMATE
CONSTRUCTION BASELINE
ONLY.
3.THE PROPERTY LINE INFORMATION SHOWN ON THIS
PLAN SHEET IS COMPILED FROM RECORDED DATA AND
.00.00
LIMITED FIELD MEASUREMENTS PERFORMED BY
EXISTING MONUMENTATION
DEWBERRY AND PROVIDED BY VDOT WITH PORTIONS
UPDATED BY RINKER DESIGN ASSOCIATES,P.C.AND DO
OODO'
NOT REPRESESNT A BOUNDARY SURVEY.
PROPOSED RIGHT-OF-WAY
4.THIS PLAN SHEET WAS PREPARED WITHOUT THE
00+00
BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL
EASEMENTS WHICH MAY AFFECT THE PROPERTY
PROPOSED TEMPORARY EASEMENT
HEREON.
5.BEARINGS AND DISTANCES IN PARENTHESES ARE
FROM RECORDED PLATS OR DEEDS.
OO'arl
&RIGHT OF WAY MONUMENTATION TO BE SET UPON
000.W
PROPOSED PERMANENT EASEMENT
COMPLETION OF CONSTRUCTION.
7.NONE OF THE PROPERTY'S PHYSICAL IMPROVEMENTS
ARE SHOWN HEREON.
o
PROPOSED RM-2 MONUMENT SET
8.NO CEMETERY SITES WERE OBSERVED ON THE
SUBJECT PROPERTY.THIS DOES NOT PRECLUDE THEIR
(N•637587.93) VDOT PROJECT COORDINATES
EXISTENCE.
(E•3287643.99)
9.TH/S SURVEY DATUM IS BASED ON VDOT PROJECT:
•0029-002-135 R-201,C-501UPC •77383.
a
U
O
O
LO
Ln
LO
N
0
N
/36
"UNKOWN OWNERSHIP"
Z 30' Access Road (DB 472 PG 532)
Privately Maintained
rlot OB 529 PG 54l)ln9es9 Easper (DB 748 PG 566)
vC
Q
N l08
PARCEL • 04600-00-00-014DO
cr LOT 'C'
M. CLIFTON McCLURE AND
ROBERT M. CALLAGHAN.
TRUSTEES OF THE
NYC LAND TRUST
Ui
'2355
195B1
� O
/DO Acres rt0828'1 \
OB 52 '0426
PARCEL • 04600 00 00 0/4A0 /0%Or OB 1586 PG Dio Prop' Perm'
SIX STAR ASSOCIATES & WENDELL W.WOOD •24.73 � slope Easement -- _---_-_-_
O10794 ACRES •-,-._._.-----•-•-•-------•-•---------
DB 670 PG 629 -•-
Proµ Perin lO4 • -
Slope Easement DB 7 85 PG 566 _ _ -
-•
- - N27'16'53"E 431.33' � (N3302/'00"E 238.63')
[7729']
•1895[ 39D1]
Existing R/W Hwy. Plans 1602-05
Route 29 (Southbound)
N27'16'53"E 238.65,
'1798
7732'
�rol
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
z a:
A
PARCEL • 0,1600-00-00-01100
rn L o RIVER HEIGHTS ASSOCIATES
4 W LIMITED PARTNERSHIP
32J25 ACRES
DB 344 PG 202
DB 1755 PG 87
_ _ • r811J3 1 r � ��
L L
Prop.PerinL
• Slope Easement
(N33'l9'E 199. V) -�
N27'l6'53"E � N27'16'53"E 199.16'
30.81' '52B9 A -
Proµ PernL
Slope Easement
to N� O M cO�pp cps N
N N N N N N N
N 27' l7' l3' E
C•397.5/J6' 2 ]
R/W Hwy. Plans /602-05
„ ,
Rte.29 ML Constr. @
'32 02 9ur
90-W •32D0
N27 /5 43 E 28729 r 9/Jr 1
j l'32.00 J
i
------------------•-------�i [ 3743]
Route 29 (Northbound)
527'14'55"W 128.5.s
Prop. Temµ Easement
for Entrance Constr.
Proµ Perm.
Ingress/Egress Easement
-�, Proµ Temp. Easement
i z rn for E14ronce Constr.
Proµ Perm.
Slope Easement
------- Praµ�err�--- �N
Ingress/Egress Easement( - - j — - - - - - - - - - - - - - - - ci
CL Vepco & Vlrglnia I -
Telegraph & Telegraph Esm't
DB l PG 272 j
DB 165 PG 276 j
I
Cn855']
37J7
Exist. Limited Access
Line as per Project
6029-002-F22, RW-202
PARCEL • 04685-00-00-OOIDO
PORTION OF PARCEL X G'(�
COMMONWEALTH [277 2]
OF VIRGINIA
DB 22063 ACRES
5
.,
e
91.03,
•60.55
PARCEL
TOTAL
FEE TAKING
REMA/NGER
PERILSLOPE ESMT
PERM.SWM ESMT
PERUDRAINAGE ESMT
PERVINGRESS/EGRESS ESMT
TEMP.CONSTR.ESMT
TEMP.IENTRANCES)
NUMBERS
ACRES
ACRES
SaFT.
ACRES
SQFT.
ACRES
SQFT.
ACRES
SQFT,
ACRES
SQFT.
ACRES
SQFT,
ACRES
SaFT.
ACRES
104
10794
-
-
10794
6661
OJ575
-
8J25
OJ865
-
-
-
-
-
106
2J52/
O.OM
12U
OJ228
3.462
0D795
-
-
-
22.791
05232
-
-
-
107
15588
-
-
15588
-
-
-
-
-
-
-
-
17J86
03945
106
1DO
-
-
1DO
6
-
-
-
-
-
-
-
110
32J25
-
-
32J25
1.403
OD322
0 -
-
2355
OD541
-
-
-
-
111
3347
-
-
3.947
/ 5
-
-
8,459
OJ942
-
-
8273
0J900
136
N/A
-
-
N/A
772
ODIT/
-
-
-
-
-
-
-
-
S� 0'/5"W
(113.41'r)
'2775
------------------------------ t------------------="—.�rrcfC*-----
Match Une Sheet IOERW
N
1213r )
( •1636
1 ("7')
l •19.62
Proµ TemµEasement
for Entrance Constr.
15552' `;
(-41.46 )
(162.72')
•48B8
Existing R/W Hwy. Plans 1602-05
S27'l3'43'W 626.73'
CL Vepco & Vlrglnia SCALE
Telephone & Telegraph Esm't
----------CEJPr,2Z2------
-� - 25 50
------------- DB 165 PG 276
/ (#22.40
19o3r
Prop. Temp. Easement
for Entrance Constr. PARCEL • 04600-00-00-10800
RIDGEWOOD MOTEL & MANOR. LP
3947 ACRES
DB 527 PG /77
DB 1883 PG295
o'\
c'S
R'
O�y
. 0029.
oo�
R.W PLANS
1112312015
11.46.56 AM
d7738301OeRW.dgn
Plotted By. loccluser
wwNMM�
Qz
W
Lu
Z3
V
PROJECT MANAGER Dave-Cavfttoa.B.EJ4.3414229373_
SURVEYED BY, DATE RLnker_DeslgaAssorJates.B.C.17D3LJEB-73Z.i_
DESIGN BY JabaAfLomettl P_E.-Blakeclleslgn-AssacLates1ZQ31334QQ&0
SUBSURFACE UTILITY BY, DATE Sa-Dwp,Uic-(Z0-5) 36L5Q(25
LEGEND
IPF/IRF 0
ll ll
ll ll
C]
(N-637587.93)
(E-3287643.99)
Exist. Llmlted Access—
Une os per Project
6029-002-F22, RW-202
vNei
z
o3
IRF
[916k-J-965]
/06
PARCEL • 046B5-00-00-00/DO
PORTION OF PARCEL X
COMMONWEALTH
OF VIRG/N/A
2J52/ ACRES
DB 2063 PG 665 13/930]
N33' J
(N38°42'00• /5 E
E 355.00'�
IRF
•78.00
34826'
Stotlon 2657.71.65 (Rte. 29 ML Constr. @)
Match Llne Sheet IORW
1—.95-332,111
(.95J2
/
(34/JY 1
l •78.s11��
a
PARCEL • 04600-00-00-10900
HP PARK LP
15.558 ACRES
D8 /883 PG 298
PARCEL ' 04600-00-00-10800
CEMETERY
0.502 ACRES
Prop: Temp, Eosemelg
for Entrance Constr.
Prop. Perm
Ingress/Egress Eosemeld
Prop. Temp. Easement
for Entrance Constr.
(348.09' 1
l •2324 )
IRF
(N38°42'09'E /00.02')
.22.51
353J03JO N33°40'/5"E
'
PARCEL
TOTAL
FEE TAKING
REMAINDER
PERM.SLQPE ESUT
PERILSWM ESUT
PERMDRAINALE ESUT
PERM INGRESS/EGRESS ESUT
TEMP.L1dVSTR.ESMT
TEMP (ENTRAMCES)
NUMBERS
ACRES
ACRES
SOFT.
ACRES
SaFT.
ACRES
SOFT.
ACRES
SOFT.
ACRES
SOFT.
ACRES
SQFT.
ACRES
SOFT.
ACRES
106
2J521
OD293
1277
2J228
3.462
OD795
-
-
-
-
22791
05232
-
-
-
-
107
15.558
-
-
15558
-
-
-
-
-
-
-
-
-
17J86
03945
111
3.947
-
-
3.947
1253
0.0288
6J32
0J408
-
-
8273
0J9O0
EXISTING PROPERTY MARKER
EXISTING PROPERTY LINE
EXISTING R/W LINE
CONSTRUCTION BASELINE
EXISTING MONUMENTATION
PROPOSED RIGHT-OF-WAY
PROPOSED TEMPORARY EASEMENT
PROPOSED PERMANENT EASEMENT
PROPOSED RM-2 MONUMENT SET
VDOT PROJECT COORDINATES
GENERAL NOTES:
I.ALL ADJOINING/DEPARTING BOUNDARY LINES SHOWN ARE
COMPILED FROM VARIOUS SOURCES: FOUND FIELD
MONUMENTATION.METES AND BOUNDS DESCRIPTIONS.AND
RECORDED PLATS THEY DO NOT REPRESENT A FIELD
RUN SURVEY AND ARE A BEST FIT BASED ON
COMPILED DATA.
2.ALL AREAS SHOWN FOR EASEMENTS ARE APPROXIMATE
ONLY.
3.THE PROPERTY LINE INFORMATION SHOWN ON THIS
PLAN SHEET IS COMPILED FROM RECORDED DATA AND
LIMITED FIELD MEASUREMENTS PERFORMED BY
DEWBERRY AND PROVIDED BY VDOT WITH PORTIONS
UPDATED BY RINKER DESIGN ASSOCIATESPC.AND DO
NOT REPRESESNT A BOUNDARY SURVEY.
4.THIS PLAN SHEET WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT AND MAY NOT SHOW ALL
EASEMENTS WHICH MAY AFFECT THE PROPERTY
HEREON.
5.BEARINGS AND DISTANCES IN PARENTHESES ARE
FROM RECORDED PLATS OR DEEDS.
6.RIGHT OF WAY MONUMENTATION TO BE SET UPON
COMPLETION OF CONSTRUCTION.
7.NONE OF THE PROPERTY'S PHYSICAL IMPROVEMENTS
ARE SHOWN HEREON.
8.NO CEMETERY SITES WERE OBSERVED ON THE
SUBJECT PROPERTY. THIS DOES NOT PRECLUDE THEIR
EXISTENCE.
9.THIS SURVEY DATUM IS BASED ON VDOT PROJECT:
•0029-002-I35 R-201.C-501 UPC •77383.
0
PARCEL • 04600-00-00-10800
RIDGEWOOD MOTEL & MANOR.LP
3.947 ACRES
DB 527 PG 177
D8 1883 PG295
53�5"W
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
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