HomeMy WebLinkAboutSDP201600072 Plat - Submittal (First) Final Site Plan and Comps. 2006-07-26Page 1 of 14
Instrument Control Number
013204
Commonwealth of Virginia
Land Record Instruments
Cover Sheet-Form A Ili 1111111 111 11 MI111
Doc ID: 003091590014 Type: DEE
ILS VLR Cover Sheet Agent 1.0.881 Recorded: 08/03/2008 at 11:09:31 AMFeeAmt: =82.00 Pape 1 of 14
Albemarle County. VA
Shelby Marshall Circuit CourtCDateofinstrument [7/28/2006 ] Mei
X R
Instrument Type: [PM BK3265 P068-81
E
P
Number of Parcels [ 1] 1 41XNumberofPages [ 7] JE
Box for Deed Stamp Only)M City['County CO [Albemarle County
PFirst and Second 9rantors
T _ I Last Name I First Name I Middle Name or Initial I Suffix J
HURT TR CHARLES WM
FISHER TR SHIRLEY 3[L
First and Second 9rentees
I Last Name I First Name Middle Name or Mittel I Suffix I
11 I
Grantee Address (Name) NA I
Address 1) [NA
Address 2) [NA
City,state,Zip) [NA VA] INA ]
Consideration[0.00 Existing Debt[0.00 Assumption Balance[0.00
Prior Instr.Recorded at:City 0 County® [Albemarle County ] Percent.In this Jurls. [ 100]
Book [2918 ] Page [266 ] Instr.No [
Parcel Identification No(PIN) 03200-00-00-041D0&03200-00-00-04600(portions of)
Tax Map Num. (M different than PMI) [same
Short Property Description Hollymead Town Center Area C&Timberwood Blvd R/W
Currant Property Address(Address 1) [
Address 2) [ I
City,Stats,Zip) [ I ]I
Instrument Prepared by McCallum&Kudravetz PC
Recording Paid for by McCallum&Kudravetz PC
Return Recording to (Name) McCallum&Kudravetz PC
Address 1) [250 E High Street
Address 2) [
City,State,Zip) [Charlottesville NA](22902
Customer Case ID 02000.1433 I I
t .1 'i . 0 } il t
rij7q...•314 ;,,,,r,
fi
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11
Cover Sheet Page#1 of 2
4ja
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Book: 3265 Page: 68 FileNumber:2006-00013204 Seq: 1
isPage2of14
Instrument Control Number
Commonwealth of Virginia
Land Record Instruments
Continuation Cover Sheet
Form B
U.S 1ILR Cover Sheet Agent 1.0.061
T e 0 C Date of Instrument: [7/28/2006 ]
A R R 0 Instrument Type: [PM 1
XAAR
N N P Number of Parcels [ 1]
E T Y
x o E Number of Pages [ 7]
E R E City El County® [Albemarle County Deed Stamp Only)
M Grantors/Grantees/Parcel Continuation Form BP
i, ___ Last Name I First Name 1 IWddie Name or Initial I Suffix
01200 [POST OFFICE LAND ][ 1 1 1
FIRST COMMUNITY ][ I I It I
DAVIS TR C WILLIAM J[ l
0000 [ IL H I
DODO [ II l[ l
DODO [ J( I[ I[ 1
0 D [ l[ II It I
D D D 0 I it H It 1
00001 1( 1[ l[ 1
D O [ H If IL 1
DODO [ H If IF I
0 00 [ it H H l
0000 ( It II 1[ I
11 IF 11 1
0 0 0 D i I[ II if I
0D0 [ II l[ 1I I
Prior Instr.Recorded at:City 0 County [ Percent.In this Juris. [ ]
Book [ 1 Page [ I Instr.No [ 1
Parcel identification No(PIN) 1
Tax Map Num. (If different than PIN) [
Short Property Description 1
l
Current Property Address(Address 1) [
Address 2) [
City,State,Zip) [ I I I[ I
gid
WIt'i. , .
Oil 1
r i
I`!J7•'
Cover Sheet Page 0 2 of 2
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 2
Page 3 of 14 Seed
OI320It
PREPARED BY:
McCAI.0 M&KuIw.v:rz,P.C. PORTION OF TMP#03200-00-00-041D0
250 E.HIGH STRBIT 03200-00-00-04600
CHARLOTfBSVIU.E,VA 22902
434)293-8191
CERTIFICATE OF PLAT
THIS CERTIFICATE made this 28 day of July,2006,by CHARLES WM.HURT and
SHIRLEY L.FISHER,as TRUSTEES for the POST OFFICE LAND TRUST,pursuant to the terms
of a certain land trust agreement dated October 27, 1997; FIRST COMMUNITY BANK,N.A.,
lienholder,and C.WILLIAM DAVIS,TRUSTEE,
WITNES SETH:
Attached hereto is a plat of Dominion Development Resources,LLC,dated January 23,2006,
last revised June 5, 2006, captioned "Plat Showing Subdivision Of Tax Map 32 Parcel 41D
Hollymead Towncenter Area C,Rivanna District Albemarle County,Virginia"(the"Nat").
Charles Wm.Hurt and Shirley L.Fisher,as Trustees for the Post Office Land Trust,are the
owners of the real property situated in the County of Albemarle,Virginia,shown and described on
the Nat,except for that portion designated as"Area E"containing 0.43 acres as reflected on the Plat,
and hereby certify and consent to the recordation of the attached Plat and hereby dedicate to public
use all its right,title and interest in and to(i)that area designated on the Plat as"Timberwood Blvd
Variable Width Public 11/W"and(ii)that area designated on the Plat as"Meeting Street Variable
Width Public 1t/W".
First Community Bank,N.A.,as the lienholder under that certain Credit Line Deed of Trust
dated February 9,2005,recorded in Deed Book 2918,Page 266 in the Clerk's Office of the Circuit
Court of Albemarle County,Virginia,and C.Williams Davis,as Trustee under said Deed of trust,
join herein to evidence their consent to the recordation of the Plat and the matters set forth therein
and the above referenced dedication to public use of the portions of Timberwood Boulevard and
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 3
Page 40114 111111111)
Meeting Street as more particularly shown on the Plat.
WITNESS the following signatures and seals:
ayth A94
Charles Wm. Hurt, as Trustee for the Post
Offi .. Trust //
jj
di tt
rley . Ftsher, Trustee for the Post
Office Land Trust
FIRS r COMMUNITY BANK,N.A.
By:
Title: Sr. Vice Pres./C I Executive
iefigig.)2144
C.William Davis,Trustee
COMMONWEALTH OF VIRGINIA
CITY/COUNTY OF P berries e to-wit:
The foregoing instrument was acknowledged before me thisand day of R
U ,
2006,
by Charles Wm.Hurt,as Trustee for the Post Office Land Trust.
My commission expires:640 Q 3 l
i aoori
At!A4.— it/.i
No = blic $
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 4
Page 5 of 14 Overol Soo,
COMMONWEALTH OF VIRGINIA
CITY/COUNTY OF Ptkher 4g. ,to-wit:
The foregoing instrument was acknowledged before me this OM day of 2006,
by Shirley L.Fisher,as Trustee for the Post Office Land Trust.
My commission expires: tpQQ 31 I1
No Public.,
COMMONWEALTH/STATE OF West Virginia
CITY/COUNTY OF Mercer to-wit:
The foregoing instrument was acknowledged before me this 28 day of July ,2006,
by Vicki K. Mays its Sr. Vice Pres./City Exec. ,onbehalfof
First Community Bank,N.A.
t , „•,;•„ • ,•,,•
March 17, 2016
OFFICIAL SE&
ellognrYPUSLIC
MARTHA L
flneT SANK, Notaryy PublicPOKUM
r=
xa "Wm n 11.sae
S ATE OF_4;zt_4),,Zia(dt).
CITY/COUNTY OF Cl/t/ ,to-wit.
The foregoing instrument was acknowledged before me this ZeMday of Q 2006,
by C.Williams Davis,as Trustee under said Credit Line Deed of Trust.
My commission expires: 4i&m..4e '2,20/1
Publi
10c01\E\USER E41e2\REM\R09er\6.0.62 Mice-2011y Mead\1413-cert 91at.doc Mi
OFFICIAL SEAT.
1/33/3006 11.69 1W 1, NOTARY PUBUC
51.e
4`,f y STATE OFWEST VIRGINIA
l ? fi RITA LTOOFRRMFICENE PAULEY778POS60)(1
auE+Eta..IN 24701
gyd9nENitlonwcYaDeaeWr 12.2811
Book: 3265 Page: 68 FileNumber:2006-00013204 Seq: 5
Page 6 of 14 111 NNIF
eeJ.1 moo k 3 a 65 p 5- '1 3
The laAlbdemarlerade
Conelisted/
described hereto are Imposed pursuant,
adOto
BOUNDARY CURVE TAItheAlbemodeCountZoningOrdinanceineffectthisdate,and are not
restrictive covenants running with the land and their oppeorance on this
plot Is not Intended to impose Them as such.
1.Source of title DB 1661-116 Curv; Radius Tangent Length Delta Chord2. This survey was performed for Virginia Land Company,LLC.
7500 246' 4.91' 3'45'11' 4.91'3. A title report was not furnished for this subdivision.
Cl 180.00' 26.96' 53.53 1742'16" 5333'4. This parcel is in o flood plain.
6. This parcel is not In a water supply watershed. C8 91.512', 9.11' 18.11' 1122'15 18.14'
7. This parcel is zoned PO-MC.C9 100.00 62.67 111.96' 64'09 03 106.21'
8. All property corners are monumented as noted.CIO 555.64' 12.92' 25.83' 239'48 25.83'
9. Setbadrs: C11 100.00' 42.24' 79.93' 45'4756' 77.82'
Bolding: 30'From Public Street C12 99.50' 11.37', 22.65' 13'02'24_ 22.60'
50'Adjocent Ta Residential District. C13 100.00' 21.81' 42.96' 2436'40' 42.63
Parking: 10'From Public Street C14 107.50' 27.13' 53.16' 2819'55" 52.62' '
20'Adjacent To Residential District C15 526.58 58,91: 117.33 12'44'0" 117.04'
Undisturbed Buffer: 20'Adjacent To Residential District C31 555.64 6.1.3 12.26 11553 12.26
10. The boundary shown hereon is based on o field survey performed
C32 563.64' 27.98' 55.91' 5'40'59" 55.88'
for the boundary adjustment plat recorded in OB 2125-335. C33 104.50' 129.04' 186.03' 10159'51" 162.42'
11.This survey was performed for Post Office Land Trust. C34 960.50' 13.87' 27.74' 139'17" 27.74'
12. A title report was not furnished. C35 969.50' 86.37' 172.29' 1010'56" 172.07
13.Lot C2,C3,C4,C5,C8,&C9 of TM 32-410 each contain a C36 969.50' 2.26' 4.52' 016'01' 4.52'
building site that complies with section 4.2.1 of the Albemarle County C39 75.00' 5.59' 11.16' 8'31'30" 11.15'
zoning ordinance. C40 245.00' 34.49 68.52' 16'01'29' 68.30'
14. All lots shown hereon will be served by public water and sewer. C41 1030.50' 65.27' 130.36' 714'52" 130.27' t1
15. Zoning: ZMA 01-20,SP 05-032 C43 46.50' 49.17' 75.63' 9311'38" 67.57'
16. Al new drainage easements shown an sheet 4 are hereby dedicated C44 454.00' 192.39' 363.94' 45'55'49" 54.28'
to public use. C45 473.58' 51.92' 103.43'. 12'30'46 103.22'
17.Temporory drainor9e easements shall be vacated when permanent C46 197.50' 33.21' ,65.81' 19'05'30' 65.51' :
storm sewer system ns completed. 047 520.58' 92.97' 184.00' 2015'05` 183.04' h
18. The common area shall be owned by the Property Owner's C4B 523.50' 91.74 181.63' -19'52'45' 180.72' A
Association.C49 ' 32.50' 29.26' 47.64' 8319'08" 4149' h
C50 276.00' 45.50' 90.19' 18'43'24` 89.79' E
051 32.50' 29.22' 47.60' 83'54' : 43.46''P
AREA SUMMARY FOR TMP 32-410 C52 523.50' 50.72' 101.12' 11'04'01' 100.96' E
C53 67.50' 61.85' 100.14' 85'00'00" 91.20' h^
New Blocks 23.93 Acres 654 `766.50' 30.82' 61.60' 4'36'17' 61.59' ,F
Common Area 0.20 Acres
655 833.50' 36.33' 72.62' 4'59'31' 72.60' h
056 84.50' 21.43' 41.96' 28'27'31' 41.54' h
Public R/W 3.06 Acres C57 177.50' 87.95' '163.32' 52'43'01 157.62' E
Future R/W 1.35 Acres C58 297.50' 3454' 68.77' 1314'42' 68.62' A
Total 28.54 Acres C59 25.00' 25.00' 39.27' 90'00'00" 35.36' 5
C60 417.50' 30.33' 60.58' 818'40" 60.51' S.
C61 -19.50' 18.87 29.99' 88'0711" 27.12' )N
C62 . 182.50' 8.55' 17.10' 5'22'02' 17.09' h
AREA SUMMARY FOR TMP 32-46 C63 197.50' 13.08' 26.12' 7'34'42" 26.10'
C64 29.50' 31.48' 48.25' -93'42'47' 43.05' N
C65 60.00' 4.08' 8.15'" 7'46'52" 8.14' E
Porcel 46 22.83 Acres C66 25.00' 22.86' '37.03' 84'52'37" 33.74' E
Area E 0,43 Acres C67 523.50' 14.47' 28.93' 310'00" 28.93' E
Residue 22.40 Acres C68 526.50'
y
32.68' 65.27', 7'06'12' 65.23' t=
069 300.00' 69.96' _137.46' 261510" 136.26' E
SITE
90
Ill' 4'Q.
V1CINTY MAP
SCALE: 1"= 2,000'
LEGEND
IS Iron Rod Set
IF Iron Rod Found
PF Iron Pipe Found
FC Fence Corner
FR ere Hydrant
PP Power Pole
Tel Ped Telephone Pedestal
TV Ped Television Pedestal
ET Electric Transformer
Book: 3265 Page: 68 FileNumber:2006-00013204 Seq: 6
Page 7 of 14 yN'
1'e--C oo k ,39.65 AS- -7,-f '
BOUNDARY
STATEMENT OF TITLE TMP 32-410
LINE TABLE The land shown was obtained by Post Office Land Trust,as
recorded In Deed Book 1661 Poge 116,end to the best of
Course Beorin Distance-
my knowledge meets oil the requirements regarding the
gplotting of subdivisions.
113 _S 5615'44'E ,41.38' 30-0C
114 _N 331'1416'E 68.43
L15 N 27'59'04 E 54.70' Timothy Miler, LS. Dote
L16 N 76'$0'14'E 64.7f1'
L17 N 33'04'16"E 15.23 OWNER'S APPROVAL
118 S 52'24'17 E 24.68' The division of the land descrbod is with the free consent of and In
L19 S 571210"E 37.41' accordance with the desires of the undersigned owner;trustees,or
120 S 56'30'29'E 17.81' proprietors. Any reference to future potential development is to be
121 S 0'46'24"E 10.75' deemed os theoretical only.. An statements affixed to this plat are
L22 N 2619'54"W 17.47' true and corn to the best of my •wiedge.
28 S 68'30'54'VI 12.07' jR '. y3t"'
o f /•L29 S 67'05'05'W 12.77 C C
130 S 71'46$0"VI 55.41' Owner of TMP 32-410 Dote 1fClos
134 N 39'42'06'W 10.45' ,
L35 S 38'51'47"W 41.24' To wit: The foregoing instrument was acknowledged
L36 S 65'06'57"W 107.14' bele meme tthis((o..""2.day o f__Z."4.1.7...___iu.1.7._.2006.
My commission expires: 4.7_5_51.-F2.0_7
STATEMENT OF TITLE IMP 32-46
The lend shown eros obtained by Tribal Properties LLC,os
recorded in Deed Book 2916 Page 656,and to the best of
my knowledge meets oil the requirements regarding the.
plotting of subdivisions.
Tim y Miller, LS. Dote
OWNER'S APPROVAL
The division of the land descrbed is with the free consent of and in
accordance with the desires of the undersigned owner, trustees, or
EASEMENT LINE TABLE proprietors. Any reference to future potential development is to be
deemed as theoretical o ly. All statements affixed to this plot are
trug and correct to the best of my knowledge.
roc.
r 9
Bearing Distance 'Course Bearing Dlslonce Owner o , • 2-46 Date
S 38'51'47"E 11.24' E44 S 82'21'03'E 8.38'
S 525016'E 49.49' '45 S 73'39'12`E 9.00' To wit: The tore9ee g instrument wos acknowledged
S 381 1'47"E 9.94' E46 S 1 '46'33'W 5.62' before me WO 4p._day of.1 _2006.
S 243'03'VI 42.13' 47 S 73'39'12"E 9.95'
N 73'38'00"YY 8.84' _ _E48-,N 1620'48"C 5 62' i v
t! !`
S 761509'E 3.62' E49 S 7339'12 E 105.30' 31
S 74'25'22"E 20.59' E50 N 20'5151'E 20.07 My commission expires: t
N 29'07'29'E 35.54' E51 N 74'30'12"W 20.00'
S orqr59.W, 5.03' E52 N 73'39'12'W 15.10'
S 7702'02'E 19.26' E53 N 18'0710'E 22.39' -.
N 30'90'45'E 15.29' 54 N 52'55'51"E 6.03'7byDe
N 36'30'20'E 44.47' E55 S 37'20'37'E 9.26'
N 06'0'51"E' 23.28' E56 N 52'58'16"E 20.00' noted Agent for Albemar a County Dote
N 36'30'20"E 27.36' 57-N 37'20'37 W 9.27' Board of Supervisors M7/6
N 06108'51'E _20.74' :E56 N 30.01'26-E 142.91' .
N 57'26'10"W 19.99' E58 S 575551"W 77.05'
S 7018'48'W 12.13' E59 S 30'01'26"W 20.58' 4 AL T N o~
N 19'42'31"W 31.62' E60 N 59'58'34"W 57.36' 6l
N 4621'41"E 285.14' E61 S 3001'26'W mod 4
S 2 24'E 21.56' E62 S 59'58'34'E _57.36'
62'5736"W 11.39' 63 S 30'01'26' VI 108,84' r, '
1 R. MILLER„
S 4821'41"W 13.92' E64 S 18'0210"W 43.11' CERTIFICATE No.
S 41'38'19"E 21.74' , _E65 .S 29'2019'W 37.55' r' 2065rN48'21'41'E 20.00' E66 S 74'25'22"-E 1-14.48' 9.71/-eV /
c 4A 2.41•V 57.31 E87 S 74'25'22 rE i 20.59'
I,N 48'214-1 E 180'
LAND`'
S 38'30'54"E 150.66'
4 f
39'53'119'E 49.643''
9561"W 45.56'
S 5PLAT SNOWING SUBDIVISION OFTAXMAP32PARCEL413
433'087 E 6216' , , HOLLYMEAD TOWNCENTER
3'19"VI 5716°3'~ AREA C
5000'14"E 197.11' RiVANNA DISTRICT,ALBEMARLE COUNTY, VIRGINIA
210'20'40" W 24.00'SCALE: NONE SHEET: 1 OF 4
mum"W 201.04' FILE: 32-41D-C2.00 DATE: JANUARY 23, 2006
381014"W 151.39' REV: FEBRUARY 27, 2006
48'21'41'W 24.04' REV: JUNE 5, 2006
77'02' E 1,05'
0701 9"E 5.03' DOMINION DEVELOPMENT RESOURCES, LLC.
i72 SOUTH PANTOPS DRIVE
802' '
003 W
10.00'.
73'
CHARLOTTESVILLE, VA. 2291182'2103"E
0828'2_9'E7„.„ 4.73' _ P: 434.984.1599 1: 434.984.8863
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 7
Page 8 of 14 1/41110
D-eed Book 3,345 P5.--15-
Laurel flt! +,
Baptist Church ^tf N Future'Dedication i
0 0.99 Acs
TIO 32-41D2 II"MATCTILINE United States Poitai i
f.,"
Z i g
Service
S.
DB 1869-184 Plat
ih"
DB 2378-427
P+u R1R 6 Zoned Lt
D6
28`y3''
1
dd z Use: Post Office
o
2666 , i r '
g4611'33"E IF 45.89 61.13'
36.89
A.
18 488.34•
R-18.
L=75.77
V L17
L21
t'r
N N 1F, u,
Y.• 61.0'
YOB 4.
q. New Variable Width
0%.
e. `„^
Access Easement
o\ i 6, `,„ R= 7 L=47
L=34.11 • L= 3 58,
N 41.7
gg^el
r.
Nen 12'Qwrdra6 83 Acres
L22
0
New
Easement y0\ 'dy CB R. r r.r i R=
v \ New 35 _ '. r. L-
i Access Easement e
9J
d 44.• ' 53729'05'f 87.72'
p
u Block C4 N53'•' '"Area B
A Portion of g 'C,"•
r 6.74 Acres 10.57
TBP 32-48
0.43 Ace U a
Nerdy Dedicated r L=40. 7 t 92
To Public Use N
A
a
erg
S.
Ca
s \ •94'
r
L= .3
7 .,. .n L=12.34
C49
3 9'06,,
L=47.
W7 4 '14"W
L=47,64 r, 5.24
MR PT S5759'141 N46.33'10":,
ROAD 50.01' TMP 32-48 28 8.50
C53 Tribal Properties LLC ei17' 4ISDB2918-856 5§
89218
L=100.14 V1
DB 2885-298 29 L34 mDB1970-110 o
ZonedNYD-2C -
u ,
t tae
Use: Vacant 4 Block C3 I 56.51 :
Lot A i
1.26 Ass 1 I N52.33'09 41
8.61'
ew
Accessasement 1 Block CS 9,.
e ?
1 Lot B p°
I 2.25 Acst. r
Q, P r S505338"W
Area A E3Z I 1 201.25' __-
t 'a
Area
For\\ --E2Z E3 12,--_
16 i Future Dedication -N3850'S4•
2/o
qq
0.38 Acs 156 26 N43.98'
c
1 Access Easement r"'i'3'
w M
V 2
z Block C3 64.91
Lot B 40 E
2.26 Acs -•
1.37'
t
TifP 32-41C ^v rXLaurelNall ,,, Reserved ForFutureDedicationTen32P
I Baptist Church Lq 0.99 Acs
co r 541.3748E 144.10' DB
141859-
1-
21
41-21
MATCHLINE I
Book: 3265 Page: 68 FileNumber:2006-00013204 Seq: 8
Page 9 of 14 400#
D k3a6 -) ps. -76
I
ITm 32 Par 41H1
I
Storage Management I, LLC '
DB 1837-111
I DB 1921-423
Zoned: HC
IF S37'01'197425.84' Use: Self-Storage
56.56'
4 Tm32Par 41A
Nu. T
1T
Par TIN, LW
a. I
IaBlockC94.1;
R-90.00' 4.08 Acne
19.29
r
16
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12.5 11••1854'1
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rcra•n
57326'35"E N50'41' 4'W N o,•iJ
y\.
st
65' N
800
4
I E
ti 4 kisement16 SWY Facility/t
11Nyg" G 6
f OPEN SPACE 1
80Ji
a DB 2916-22
f' T72
1
f- dBlv,
R/W j
S2'Q?4.'W Block Cf
afoot Ct
u Lot c
HOLLYMEAD CORNER LLC Lot B
HOLLYMEAD CORNER LW Block Cf
l$
r ` .4(414 .
TMP 32-41!18
TMP 32-4195 Lot A
1,;
5 6 DB 2916-22 j DB 2816-22 HOLLYMEAD 14A LLC
TIS.
364'52'17"E 36.32' .1817' s 1
jk DB 2818-22 S
528'7'2J1 356 .
55'
1
2811.05' L___J
40'Access l r. I11I
Eosemdit !!
t,,00 L..—. i
D8 2916-22 i "g 1 I i
Block C2
II I t
3.03 Acs
TMP 32-439
TARCET 1
r CORPORATION 1
Ea As cemeas $ i I DB 2678-264
DB 2789-125DB2916-2233yZoned PD-MC 40r '
Cl$ INI
Use: Vacant rvp1TH OF0Exist. 30'1 y. 1.
Access a,./.c
1A
48 Easement; z
1%0 DB 2678-1425 Y R. MILLER>
TV 32-43 CERTIFICATE No.
HOLLYMEAD TOWN , 2065
te !
CENTER, LLC
DB 2878-264
P
i o6
DB 2789-125
r% :
LAND
Zoned PDMC
Use: Vacant
PLAT SHOWING SUBDIVISION OF
TAX MAP 32 PARCEL 41D
HOLLYMEAD TOWNCENTER
i s
AREA C
RJVANNA DISTRICT,ALBEMARLE COUNTY, VIRGINIA
SCALE: 1' - 100' SHEET: 2 OF 4
1 FILE: 32-419-C2.DWC DATE: JANUARY 23, 2006
lS
REV: FEBRUARY 27, 2006
REV: JUNE 6, 2006
DOMINION DEVELOPMENT RESOURCES, LLC.
172 SOUTH PANTOPS DRIVE
100 0 100 200 300 CHARLOTTESVILLE, VA. 22911
P: 434.984.1599 F: 434.984.8863 1,1,
1'04SCALE; 1" F 100' 9I
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 9
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Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 10
Page 11 of 14
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Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 11
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Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 12
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GRIMM2RIVANNA DISTRICT,ALBEMARLE COUNTY, VIRCINIA
1 4%/7-11'0(1 SCALE: 1' = 100' SHEET: 4 OF 44 /7 X1'0/ FILE: 32-410-C2.DWC DATE: JANUARY 23, 2006
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CHARLOTTESVILLE, VA. 22911
SCAf. :t " = 1 IDi
Book: 3265 Page: 68 FileNumber: 2006-00013204 Seq: 13
Page 14 of 14 411111110 01.1114
RECORDED IN CLERKS OFFICE OF
ALBEMARLE ON
August 03,2005 AT 11:06:31 AM
0.00 GRANTOR TAX PD
AS REQUIRED BY VA CODE 588.1-802
STATE:$0.00 LOCAL:$0.00
ALBEMARLE T ,VA
7ECIRCUITCOT
Book: 3265 Page: 68 FiieNumber: 2006-00013204 Seq: 14
fir.. rl
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road,Room 227
Charlottesville,Virginia 22902-4596
Phone(434)296-5832 Fax(434)972-4126
VSMP Permit plan review
Project: CVS(Rio&29N)—VSMP
Project File Number: WPO201500059
Plan preparer: Ashley Cooper/Cooper Planning, 1499 Lanetown Rd/Crozet,VA 2293
acooper@,cooper-planning.com];'Ryan Perkins/Kimley-Horn Assoc., 1700
Willow Lawn Dr-Suite 200,Richmond,VA 23230[Ryan.Perkins(a,kimley-
hom.com I
Owner or rep.: 29 Rio XROAD LLC,455 2"d St,SE,5'h Floor,Charlottesville,VA 22902
Paul Sprouse/The Rebkee Company,5871 City View Drive Midlothian,VA
psprouse@rebkee.com
Plan received date: 24 Aug 2015
Date of comments:13 Oct 2015
Reviewer: John Anderson
A. Stormwater Pollution Prevention Plan(SWPPP)
The SWPPP content requirements can be found in County Code section 17-405. A SWPPP must contain(1)
a PPP,(2)an ESCP,(3)a SWMP,and(4)any TMDL measures necessary.
SWPPP—It may be difficult to reference comments;pg.#with revisions would help.
Initial Site Plan comment(#37)recommending Attached SWPPP template would simplify.)
1. I_A.—"The operator will file a complete registration statement for coverage under a VPDES General Permit
for storm water discharges from construction activities with the Virginia Department of Environmental
Quality at least 15 days prior to commencement..." This is not the process. Please call to discuss.
Reference to fee is incorrect. —Ref.Albemarle County Code 17-208.
2. I.B.—"Land disturbing activities cannot commence until verification of coverage is received by the
Operator,"is partial reference to land clearing prerequisites. Land disturbance contingent upon a series of
review approvals. Ref. 17-417.
3. Provide signed General VPDES Permit Registration.-17-401.C.
4. I.F.—List and identify individual/s by name—ref.VAR10 Part II.F.1./Part II.A.4.d.—May list Kimley-Horn
technical personnel,until a contractor is selected.
5. LH.—Include copy of General Permit with SWPPP. Ref. Attached l'7-p.SWPPP template/Sec. 11.
6. I.K.—If SWPPP to be revised,recommend replace spiral binder with 3-ring binder.
7. II—Introduction:"This SWPPP has been prepared for land disturbing activities associated with the
construction of Rio Road in Albemarle County,VA,"is inaccurate. It is prepared for CVS site. Revise.
8. II/Scope—"Where the Operator seeks to terminate coverage because the site has reached final stabilization,
termination will become effective upon concurrence by the VSMP Authority,or after 60 days from the
submittal of the NOT[Notice],whichever occurs first." This is partial representation of conditions found at
VARIO Part I.F.(2) There is risk terminating a VPDES permit without concurrence of local program
authority. Ref.VAR 10 Part I.F.1./2./3. for complete description of VPDES permit termination process.
9. II/Scope—"Allowable non-storm water discharges that may occur during construction on this project,which
would therefore be covered by the General Permit,include: 3.Water used to wash vehicles or control dust
Engineering Review Comments
Page 2 of 5
where detergents are not used." True,if wash waters are collected/detained and do not reach receiving
streams.
10. II/Scope—"The Operator referred to in this SWPPP is the entity noted on the VSMP registration
statement."Provide Registration statement. Identify operator.
11. Ill,Project Description,B.Sequence of Construction: Schedule an on-site pre-construction meeting." This
is inconsistent with local program authority procedure. Preconstruction meetings are held at Albemarle
County Office building—please revise.
12. III.B:—"Upon demolition of the parking lot and curb and gutter a diversion dike should be installed parallel
with Route 29 to maintain positive drainage to the inlet shown to remain." Ref.ESC Plan comments 7./8.
Revise SWPPP Seq.of Construction accordingly.
13. III.B.—"Once phase I measures are in place and functioning properly,clearing within the limits of
disturbance shown in phase ii can commence. Demolish buildings,asphalt,concrete and curb and gutter."
Delete second sentence. Demolition has occurred with phase I.
14. III.C.—"The project site consists of 1.535 acres with a disturbed area of 1.69 acres." Project site cannot be
less than disturbed area. Revise.
15. III.G.9: [The selected erosion and sediment control drawings,grading and drainage drawings,and/or
erosion and sediment control narrative provided in Appendix G illustrate/outline the following:]9.
Location of all off-site materials,waste,borrow or equipment storage areas covered by the plan." This
statement is inaccurate. Drawings/Appendix G[Appendix contains reference to 3 plan sheets;this could be
accomplished with direct reference to plan sheets in body of SWPPP]do not outline items listed. Revise.
16. IV.Site Description:—"Included as part of this SWPPP in Appendix G are selected project construction
drawings. Please refer to them for detailed site information." Reference to drawings is insufficient:
Provide 11"x 17"Exhibit. (Recommend ESC Plan as template.) Show solid/non-hazardous waste
dumpster;sanitary facilities(port-a-john);solvent-paint storage;concrete wash-out;on-site fuel storage.
DEQ,during periodic inspections of active projects,instructs on importance of an Exhibit that shows
location of these features. All should drain to containment. For example,silt fence downstream of port-a-
john. Concrete wash-out,dumpster draining to trapping device(lined,in case of concrete wash-out). On-
site fuel storage berm with 10m1 liner,sized to hold fuel volume+2 yr.storm event. .PDF samples
available. Exhibit is not intended as a detailed design,but to show containment and locations which may
change over time. Exhibit is a construction aid and resource protection/inspection management tool.
17. IV.C.Rainfall information—Locate rain gauge on SWPPP Exhibit/initial location. Contractor is free to
change location,if change is noted on Exhibit.
18. IV.F.Threatened or Endangered Species or their Critical Habitat—Obtain T&E species clearance/project
approval as required from applicable state(VDGIF/DEQ)or federal agencies(USFWS).
19. IV.G.—ESC Plan:"...include a temporary stone construction entrance." Revise to read paved entrance.
20. IV.H.—Permanent stormwater controls—Ref.SWM Plan comment item#4—Revise SWPPP at this location
accordingly. Furnish evidence. Provide details that constitute a SWM Plan.
21. IV.H.—Reference to Appendix I(as with Appendix G)is reference to plan sheets better accomplished
directly,with text. Tv and Tc calculations are provided(CG-301). Quantity calculations are absent,not
provided. Revise text for accuracy.
22. V.C.—Please title this portion of SWPPP `Construction Phase"Best Management Practices"Pollution
Prevention Practices,' for local/state DEQ inspector benefit. DEQ looks for PPP section of SWPPP. —Ref.
county template,Sec. 6.
23. VII—"The Operator may install a rain gauge at the site..."This statement is inconsistent with IV.C.(#17,
above). Revise.
24. VII—"All modifications to the SWPPP document and approved plan will be noted on the construction
plans."Revise to read"will be noted on the SWPPP Exhibit."
25. VII—"If it is determined ...that there has been an upset or bypass of the control measures resulting in a
release of sediment to State waters,the Operator's Inspector shall report the bypass or upset to the
Albemarle County Department of Community Development..."Revise to include State notification. —
VARIO,Part 11I.I.1./2.
Engineering Review Comments
Page 3 of 5
26. VII—"Within five days of making the verbal report to the County,a written report shall ..."Revise to
include State notification.
NOTE: The reports required in Part Ill G, H and I shall be made to the department and the VSMP
authority.Reports may be made by telephone,email,or by fax. For reports outside normal working hours,
leaving a recorded message shall fulfill the immediate reporting requirement. For emergencies, the
Virginia Department of Emergency Management maintains a 24-hour telephone service at 1-800-468-
8892.
27. Appendix B—Provide General VPDES Permit Registration Statement.
28. Appendix C—Provide Signed Certification—Kimley-Horn qualified personnel/CVS official may sign.
29. Appendix I—(header)appears with SWPPP Construction Site Notice(Appendix H)—please revise.
B. VSMP:SWPPP:Stormwater Management Plan(WPO201500059)
VSMP Regulation 9VAC25-870-108 requires the VSMP authority to approve or disapprove a SWMP. This plan is
disapproved for reasons provided in comments below.The stormwater management plan content requirements can be
found in County Code section 17-403.
1. Please remove sheets:CS-101,CS-501,CP-101,CP-102,CP-501,CL-101,CL-102,CT-500,CT-501.
2. Revise Title to include: WP0201500059/VSMP. Delete`Final Site Plan'in plan set Title.
3. CE-101:Explain label"Ex.Detention system to be removed." (Green box,image below) There is no
mention of an existing detention system in SWM Narrative,CG-301. If an existing detention system is
being removed(despite lack of existing detail),a SWM plan typically requires Narrative that addresses
Q2/QIo increase,if there is any increase. SWM plans do not have a regulatory option of removing detention
without due consideration. Assurance that VDOT Rt.29 interchange project has been designed with(post-
developed)CVS site runoff in drainage capacity calculations requires supporting documentation.
4. 12-Aug 2015 Kimley»Horn response letter:"There is an existing detention system serving the corner parcel,
however,no details or specifics on the system have been able to be located. Per discussions with VDOT the
detention system can be removed as no control for the site is modeled in the calculations for the storm drain
along Route 29."Please provide additional details. CG-301:(SWM Assumptions/Notes)"Design plans for
VDOT's grade separated interchange are underway and the proposed improvements are slated for
construction prior to commencing CVS construction. As part of VDOT's work they will be responsible for
modifying the storm network in Route 29 to handle the roadway improvements as well as convey drainage
from the adjacent parcels. As a result,VDOT will have provided an adequate outfall to the subject site
capable of satisfying the state's channel and flood protection criteria." This statement requires support.
Provide quantitative design data that supports this statement. Similarly,support Narrative/SW Quantity:
Channel protection and flood protection criteria are met as VDOT has accounted for the sites
imperviousness as part of their design for the Route 29/Rio Road grade separated interchange,"and"VDOT
has analyzed the storm network in Route 29 and verified capacity up to the subject site." If VDOT has
accounted for the site's imperviousness and if impervious area is set to decrease under the proposed
development,then whether existing detention is removed or not is beside the point(circumstance sufficient
to address item#3). Provide water quantity compliance demonstration per 9VAC25-870-66(document
VDOT design,provide analysis,etc.). These statements do not of themselves ensure proposed development
is compliant. Given removal of existing detention,it appears possible(if not likely)that post-developed
Q2/Qlo may increase,which,absent specific evidence of VDOT allowance in interchange design,is non-
compliant.
5. CG-301:Evidence of purchase of nutrient credits from Wildwood Farm is required prior to VSMP
Approval. [Applicant response:Noted. This does not alleviate need for evidence of purchase. Approval
requires evidence of purchase.]
6. CG-301:Redevelopment worksheet Ac.=1.54. Revise to LOD Ac.=1.69. Post-developed land cover must
include Acreage disturbed,at a minimum.
ills
Engineering Review Comments
Page 4 of 5
C. VSMP:SWPPP:Erosion Control Plan(WPO201500059)
Virginia Code§62.1-44.15:55 requires the VESCP authority to approve or disapprove an ESCP. This plan is
disapproved for reasons provided in comments below.The erosion control plan content requirements can be found in
County Code section 17-402.
7. CE-101:Provide RW diversion(yellow line)leading to sediment trap(red box);image,below:
r ' L 4: ;t
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Demolish,construct,stabilize upslope areas;place stone aggregate base prior to removing sediment trap.
Demolish remnant pavement at entrance to Rt.29 ramp as a Phase II ESC item. Place remaining aggregate
stone prior to paving. Other sequences may work,but this site cannot be opened to 1.69 Ac.draining to the
existing inlet and pipe(to remain). The grades don't work. Entire open site draining to inlet(to remain)is
impractical. Proposed design cannot be approved. Design and recommended sequence have been reviewed
by the County Engineer. A sediment trap is not a recommendation. It is a requirement.
8. CE-101:Revise Note 5—Proximity to U.S.Rt.29 makes diversion dike parallel with Rt.29 impractical.
This design cannot be approved. Dike failure this close to Rt.29 has severe impact potential. Also,ref.
VESCH,p.111-33,Design Criteria, 1."The drainage area shall be no greater than 1 Ac."
9. CG-101:Indicate storm inlet drain`F'/`D'drainage divide—show as dash,etc. Provide Phase 11 E&S Plan
measures that protect Rt.29;for example,diversion dike parallel with Rt.29 ramp,as proposed with Phase
I E&S. Add sequence of construction notes to preserve existing storm inlets closest to Rte.29 as long as
possible. These convey runoff offsite. Once existing inlets are demolished,provide sequence that provides
adequate ESC measures at points of entry to storm lines A to V1,and X2 to V4. Furnish detail/s for ESC
measure/s that capture and filter runoff during construction. Runoff to Rte.29 is impermissible.
10. CG-101:Phase Il probable construction sequence—Delete Note 2(demolition complete).
Engineering plan review staff are available from 2-4 PM on Thursdays,should you require a meeting to discuss
this review. Plan review staff available at 434-296-5832(-x3069)should you have questions.
Process:
After approval,plans will need to be bonded. The bonding process is begun by submitting a bond estimate request
form and fee to the Department of Community Development. One of the plan reviewers will prepare estimates and
check parcel and easement information based on the approved plans. The County's Management Analyst will
prepare bond agreement forms,which will need to be completed by the owner and submitted along with cash,
certificates or sureties for the amounts specified. The agreements will need to be approved and signed by the County
Attorney and County Engineer. This may take 2-4 weeks to obtain all the correct signatures and forms.
Stormwater Management Facilities Maintenance agreements will also need to be completed and recorded. The
County's Management Analyst or other staff will prepare the forms and check for ownership and signature
Iwo Svarti
Engineering Review Comments
Page 5 of 5
information. The completed forms will need to be submitted along with court recording fees.
After bonding and agreements are complete,county staff will need to enter project information in a DEQ database
for state application processing. DEQ will review the application information based on local VSMP authority
approval. At this time,the DEQ portion of the application fees will need to be paid directly to the state. For fastest
processing,this is done electronically with the emails provided on the application. DEQ should notify applicants
with instructions on how to pay fees. When DEQ approves the application,they will issue a permit coverage letter.
This should be copied to the county.
After DEQ coverage is issued,via the coverage letter,the County can hold a pre-construction conference.Applicants
will need to request a pre-construction conference by completing a form,and pay the remainder of the application
fee. The form identifies the contractor and responsible land disturber,and the fee remaining to be paid. This will be
checked by county staff,and upon approval,a pre-construction conference will be scheduled with the County
inspector. At the pre-construction conference,should everything proceed satisfactorily,a joint VSMP and grading
permit will be issued by the County so that work may begin.
County forms can be found on the county website forms center under engineering;
http://www.albemarle.org/deptforms.asp?department=cdengwpo
Thank you-434.296-5832—x3069
Engineering Review Comments
Page 4 of 5
C. VSMP:SWPPP:Erosion Control Plan(WPO201500059)
Virginia Code§62.1-44.15:55 requires the VESCP authority to approve or disapprove an ESCP. This plan is
disapproved for reasons provided in comments below.The erosion control plan content requirements can be found in
County Code section 17-402.
7. CE-101:Provide RW diversion(yellow line)leading to sediment trap(red box);image,below:
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171 Demolish,construct,stabilize upslope areas;place stone aggregate base prior to removing sediment
trap.Demolish remnant pavement at entrance to Rt.29 ramp as a Phase II ESC item. Place remaining
aggregate stone prior to paving. Other sequences may work,but this site cannot be opened to 1.69 Ac.draining to
the existing inlet and pipe(to remain). The grades don't work. Entire open site draining to inlet(to remain)
is impractical. Proposed design cannot be approved. Design and recommended sequence have been
reviewed by the County Engineer. A sediment trap is not a recommendation. It is a
requirement.8. CE-101:Revise Note 5–Proximity to U.S.Rt.29 makes diversion dike parallel with Rt.29
impractical.This design cannot be approved. Dike failure this close to Rt.29 has severe impact potential. Also,
ref.VESCH,p.III-33,Design Criteria, 1."The drainage area shall be no greater than 1
Ac."9. CG-101: Indicate storm inlet drain`F'/`D'drainage divide–show as dash,etc. Provide Phase II E&S
Plan measures that protect Rt.29;for example,diversion dike parallel with Rt.29 ramp,as proposed with
Phase I E&S. Add sequence of construction notes to preserve existing storm inlets closest to Rte.29 as long
as possible. These convey runoff offsite. Once existing inlets are demolished,provide sequence that
provides adequate ESC measures at points of entry to storm lines A to VI,and X2 to V4. Furnish detail/s for
ESC measure/s that capture and filter runoff during construction. Runoff to Rte.29 is
impermissible.10. CG-101:Phase Il probable construction sequence–Delete Note 2(demolition
complete).Engineering plan review staff are available from 2-4 PM on Thursdays,should you require a meeting to
discuss this review. Plan review staff available at 434-296-5832(-x3069)should you have
questions.
Process:After approval,plans will need to be bonded. The bonding process is begun by submitting a bond estimate
request form and fee to the Department of Community Development. One of the plan reviewers will prepare estimates
and check parcel and easement information based on the approved plans. The County's Management Analyst
will prepare bond agreement forms,which will need to be completed by the owner and submitted along with
cash,certificates or sureties for the amounts specified. The agreements will need to be approved and signed by the
County Attorney and County Engineer. This may take 2-4 weeks to obtain all the correct signatures and
forms.Stormwater Management Facilities Maintenance agreements will also need to be completed and recorded.
The County's Management Analyst or other staff will prepare the forms and check for ownership and
Johnathan Newberry
From: Cameron Langille
Sent: Monday, December 12, 2016 5:28 PM
To: Johnathan Newberry
Subject: SDP201600072 Staybridge Suites Draft Final Comments
Hi JT,
Sorry again for not adding you to the reviewer list when I entered this application into County View. I've gone over the
initial site plan comments for the project,SDP201600047, and also looked at their Lighting Plan and Landscape Plan to
see if they addressed everything per the final site plan checklist. I have drafted some comments below which I am
sending just so you have them in case you haven't reviewed this project yet.As always, I understand if some of these
may not be things we require for a final site plan. Please let me know how I am doing.
Perhaps we can arrange a time to look at the plan together and these comments in the next few days.They are due out
on 12/21/2016,which is next Wednesday. I'll follow up with you more tomorrow on this one.
o Lt - .l s c 10 o,,,-SLw4 1
1. General comment-please update the vicinity map on Sheet CA-001 to reflect the current existing conditions
roadways)surrounding the subject property.
2. 4.17.4(a)-On Sheet CL-101, please provide a cut-sheet/spec detail for the FLD-EDG-25-SA-02-E-XX-XX-700
model light demonstrating that it is a full-cutoff fixture and complies with all other applicable lighting standards.
3. 32.6.2-Please show the locations and dimensions of easements for all proposed seer and water facilities,yand
state whether the easements will be publicly or privately maintained. c C.k
V Msec
4. 32.7.4.2-Please show the locations and dimensions of easements for storm drainage facilities. pK C.1,e t a 1
5. 32.7.5.2-Three of the back-to-back parking lot lights conflict with the canopy areas of required trees for
parking lot landscaping. Please adjust the tree or light pole locations to separate these features.C,19-tD\
6. 32.7.9-On Sheet CP-101, please update the shrubs section of the plant schedule as follows: 31 IB shrubs are
shown on the drawings, not 32. 28 PL shrubs are shown on the drawings, not 29.
J7. 32.7.9-The general Landscape Calculations at the top of Sheet CP-101 state that 8 Acer rubrum trees are
provided under the Tree Canopy section. However, only 5 are shown on the drawings, as is stated in the Plant
Schedule further down the page. Please amend the Landscape Calculations table.
p(8. 32.7.9.6-Please provide a detailed quantity list of which plants are being counted toward the tree canopy
coverage shown for the parking lot landscaping calculation (4,748.72 sq.ft.).
4 9. 32.7.9.6(b)-Based on the 103 parking spaces provided, 11 interior parking area trees are required, not 10.
Please amend the Landscape Calculation on Sheet CP-101 to reflect the required amount.
I just checked County View and Jay and Derek are the only two others who have reviewed the final site plan so far. Both
of them had no objections.
Cameron
Cameron Langille
Senior Planner
Albemarle County
401 McIntire Road
Charlottesville, VA 22902
Ph: 434-296-5832 ext. 3432
blangille albemarle.orq
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