HomeMy WebLinkAboutZMA202200010 Ownership Documents 2022-10-26NOTES:
1. THE EXTERIOR BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY BY THIS FIRM IN OCTOBER, 2012.
IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY JANUARY 1, 2016.
2. OWNER:
RIVERSIDE VILLAGE PROPERTIES, INC.
200 GARRETT STREET, SUITE 0
CHARLOTTESVILLE. VIRGINIA 22902
3. LEGAL REFERENCES FOR TAX MAP 78 PARCEL 58:
D.B. 43B7-302, 316 PLAT, D.B. 4475-705, O.B. 582-427 PLAT, D.B. 412-345 PLAT AND
UNRECORDED PLAT BY ROGER W. RAY & ASSOC., INC. DATED OCTOBER 15, 2012.
4. ACCORDING, TO THE FEMA FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0287 D)
PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FOLLOWING ZONE AE, ZONE AE WITH FLOODWAY AND SHADED ZONE X. HOWEVER
THE LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) DATED MAY 19, 2015, CASE NO. : 15-03-1871A REMOVES
SHADED X FLOOD ZONE AND REVISES THE 100 YEAR FLOOD PLAIN LIMITS.
FEMA FLOOD INSURANCE RATE INFORMATION DEFINITIONS:
ZONE AE- AREA LOCATED IN ZONE A (100 YEAR FLOOD PLAIN) BASE FLOOD ELEVATION DETERMINED.
ZONE AE WITH FLOODWAY- AREA LOCATED IN ZONE A (100 YEAR FLOOD PLAIN) BASE FLOOD ELEVATION DETERMINED AND HAS
FLOODWAY (CHANNEL OF A STREAM PLUS ANY ADJACENT FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT
THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD HEIGHTS).
5. TABULATION
LOTS=
197,311
SF
COMMON OPEN SPACE=
62,497
SF
BLOCKS 1 & 5=
148.192
SF
BLOCK 6 (SPECIAL LOT)-
352,337
S.F.
ROAD DEDICATION=
42,044
SF
TOTAL AREA=
B02,381
SF
6. PROPERTY DESIGNATED AS TAX MAP 78 PARCEL 58.
7. THE ACSA WATERLINE EASEMENT & THE ACSA 20' SANITARY SEWER EASEMENT ARE TO BE CENTERED ON THE AS -BUILT LOCATION
OF THE UTILITY.
8. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY
ADDITIONAL EASEMENTS, UTILITIES, CONDITIONS, AND/OR COVENANTS THAT MAY EXIST.
9. THE COMMON OPEN SPACE AREAS ARE TO BE DEEDED TO THE HOMEOWNERS ASSOCIATION.
10. TAX MAP 78 PARCEL 58 SUBJECT TO THE FOLLOWING:
A. STORMWATER MANAGEMENT/BMP FACILITES MAINTENANCE AGREEMENT (D.B. 4588-501).
B. GAS LINE EASEMENT TO CITY OF CHARLOTTESVILLE (D.B. 4609-480).
11. THE PUBLIC STORM SEWER EASEMENTS ARE HEREBY DEDICATED TO PUBIC USE.
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OFTHEDIRECTOR OF PLANNING. BY PLACING HIS/HER
SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE_WTTH THE ALBEMARLE COUNTY ZONING
ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR
APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN
HEREON IS THEORETICAL.
A. PROPERTY IS ZONED NMD- NEIGHBORHOOD MODEL DEVELOPMENT, ENTRANCE CORRIDOR, STEEP SLOPES OVERLAY DISTRICT AND
SEE PROFFERS IN ZMA 2012-00002.
B. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED.
C. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE A PORTION OF THIS PROPERTY IS LOCATED IN THE DAM BREAK
INUNDATION ZONE (FEDERAL) .
0. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
E. THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY TURNAROUND WILL BE CONTRUCTED AND USED AS OTHER STREETS IN THE
SUBDIVISION UNTIL TRAILSIDE DRIVE IS EXTENDED, AT WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE
ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC
PROVISIONS IN THEIR RESPECTIVE DEEDS.
F. THE STREETS IN THIS SUDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
G. LOTS TO BE SERVED BY PUBLIC WATER SUPPLY AND PUBLIC SEWER SYSTEM.
H. BLOCK 6 IS A SPECIAL LOT ESTABLISHED SOLELY FOR PARK DEDICATION/CONSERVATION AREA.
RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH STANDARDS BELOW:
1. PARKING SETBACKS SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES.
2. A 6' MAINTENANCE EASEMENT, CENTERED ON EACH SIDE LOT LINES SHALL BE PROVIDED IN BLOCKS 2, 3, AND 4.
3. NO ENCROACHMENTS OF ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE SETBACKS FOR BLOCKS 2, 3, AND 4.
4. S.R. 20= STATE ROUTE 20, S.R. 1421= STATE ROUTE 1421, ROAD A= TRAILSIDE DRIVE, ROAD B= TRAILSIDE COURT, &
ROAD C= RIVERWALK XING.
FRONT FRONT PARKING SIDE BUILDING I SIDE PARKING I REAR BUILDING
BLOCK MIN LOT WIDTH BUILD -TO -LINES SETBACK I SETBACK SETBACK SETBACK
BLOCK
1
20'
S.R. 20
10'-25'
S.R.
20
50'
S•
5'
30'
ROAD A
50'-75'
ROAD
A
50'
BLOCK
2
18'
ROAD A
8'-50'
ROAD
A
30'
3'
5'
10'
ROAD C
5'-15'
ROAD
C
15'
BLOCK
3
30'
ROAD A
18'-25'
ROAD
A
15'
3'
5'
10'
ROAD B
18'-25'
ROAD
8
10'
BLOCK
4
20'
ROAD A
5'-12'
ROAD
A
15'
3'
5'
20'
ROAD B
18'-25'
ROAD
B
SO'
BLOCK
5
30'
ROAD B
(ME AND
0'-25'
COMMERCIAL)
ROAD
B
0'
0•
5'
0'
BLOCK 6 I N/A I 75' (SMINR SETBACK) I 20 I 10 I 20 I 50'
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND
[RIVERSIDE VILLAGE] IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
—FOR<€iIVFRSIDEn VILLAGE PROPERTIES, INC.
CITY/f 0UN�W OF t �tar1ct+clyau
STATE OF i ,a
THE FOREGOING INSTRUMENT WAS ACK DWLEDGED
BEFORE ME THIS DAY OF
2019,BY LhY'is ), "ru i
FOR: RIVERSIDE VILLAGE RfO RTIES, INC.
NOTARY PUBLIC l lw��Q%U/JvrWs/
REGISTRATION# 15 G 30 _
MY COMMISSION EXPIRES 201
APPROVED FOR RECORDATION
AGENT FOR THE BOARD OF SUPERVISORS
P •kMONIyFq/L'�:
BRIAN S. Y
Q: uEclsmniaw Lic. No. W2281
7365630 = 5- Z 9'/ S
tMY COMM, EXPRESc
O8/31=18
NOTARY SEAL
DATE
1421
FREE
BRIDGE
VICINITY MAP
A
STONY POINT RD.
250 RICHMONO RD.
SCALE: i" = 2000'+/-
SUBDIVISION PLAT
LOTS 1-8. BLOCK 3A,
LOTS 9-11, BLOCK 3B
LOTS 12-17, BLOCK 4,
LOTS 18/19, 20/210 22/23, 24/25, 26/27 & 28/29, BLOCK 2C
LOTS 30-36, BLOCK 2B,
LOTS 37-45, BLOCK 2A
RIVERSIDE VILLAGE
ALSO BLOCK 6, HEREBY DEDICATED TO PUBLIC USE
LOCATED ON STATE ROUTE 20 (STONY POINT ROAD)
AND STATE ROUTE 1421 (FREE BRIDGE LAND)
ABOUT 0.2 MILE NORTH OF U.S. ROUTE 250 (RICHMOND ROAD)
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: I"= 30' DATE: JULY 28,
2014
REVISED: FEBRUARY 24,
2015
REVISED: APRIL 8,
2015
REVISED: APRIL 30,
2015
REVISED: MAY 21,
2015
REVISED: MAY 29,
2015
FOR
SHIMP ENGINEERING, PC
ROGER W. RAY & ASSOC., INC.
1717-16 ALLIED STREET
CHARLOTTESVILLE, VA 22903
434.293.3195 TELEPHONE
RWRINC@EARTHLINK.NET SHEET 1 OF 7 14044G
GRAPHIC SCALE V =30' ! ~ DENOTES PRIVATE
BLOCK 5 W W ! �3 I ACCESS EASEMENT
SEE SHEET 4 24R[ni O\
U cc
0 30 60 90 �ccnn��
c0"P6\N
ls,1 e
r ww
PRIVATE STORMWATER I O Z O �i OI—
MANAGEMENT EASEMENT U W m Qj ; "> r
FEMA a ti r J"
� O
/ I COMMON SEE OSHEET 1 I_ <d
/ OPEN SPACE w
�a S BLOCK 3B _ '—, I N
SpG / I 3,169 SF NO2' . 19, "E I E rn
• - 56.19' m o
ril
D S65'09' 32"E i l �-� ir16.49'� SEE SHEET 4
S S S au]: m' LOT 15
w iruo
19 3 mN24'50'28"E 105.08' wN24-50'2B'"E 200.00' 2SEWERIVATE EASEMENORM y iI 2Q { Paz o-n
\ (P / S Ala• Jo 40.60' — 48.00' 48.00' 0 63.40' m aaz U_
21 o's ; 55' ! LOT 16 ,>-,Mw m mw
�p2•A9 0- / s m o 1 m ¢r I ! °�° 5, 133 SF azW my m¢
FEMA 65 86 S8 / 2 \ rn v o H 1c)o I LD H W ! H26 18 o¢ a
ZONE AE �9la BUILDING s 3 m 100 YEAR o � I r cn ZWI zoaJ' t
SEE SHEET 1 So. E \ \ FLOOD PLAIN 3 v i a� a
2� / SETBACK W N 3 o Y O7 i w �a aw"ia�Q
A9 LINE N. N m = AND STREAM rn a w = mJ> N(MD a
96 p9 Np2 / Zs N \ss m BUFFER LINE a m i N i m (0¢ v N24'S0'28"E 105.05' rn�c~�iW7rnrn
LOT 8 'oD \ 0 4,Lo
LOT
30 SF m m 5, 960N LOT 1SF m i Qo i ,-_w i=H28 v 201 f�_00) 100 N n" LOT 10
/ FLOOD YEARLo
LOTs ,� rn F
AND STREAM n 5, 448 SF J m ��' Z � 4, 512 SF o m OCL . m
hp BUFFER LINE rn s \ z m H i Z� uOi N itO o cu ~¢ommom
0
LOT 17
2 hp SO £ ms v� z _j., 18' Z i bH30 o U 6. 519 S m =aom o
r.........
20' ACSA �• LOT 7 \ m r I. Sp
SANITARY sS, 6 233 SF 9� \ i �, 89' m pw
SEWER S m �......... m
EASEMENT �: �- BLOCK 3B I � s Lo ,. —Ego _ _ No ..
BUILDING
hog ig 12' 10'i nr ' SETBACK LINE ti �l w
�• T 48.00' 63.40' H33 10.40' 5' E24 m
LOT 6 s.�. QG� �P 06 D5 5.40-' 2.85' S24.50'28"W 130.52' } - 1.50� S24'50'28"W 55.00' H32 S24'50'28"W 105.02' E18 N
�h ti^ JOT 6, 464 SF 0� pi 125.00' Y61� >9 TURN -AROUND EASEMENT m
=11.20
v�
' 1 rn
TRAILSIDE DRIVE ss 96• N24'50'28"E 3
Iola L=B.66' PRIVATE (55' PUBLIC R/W) PRIVATE FJ 32.50' m
LOT 5 17. tB- LANDSCAPING LANDSCAPING O S 2.21'
v H4 EASEMENT EASEMENT e6•
6, 138 SF L= rn m m
'' G4 8.79' 66.55' 67. 14' v ru . rn
PRIVATE r 11. 48' N24 6 0' ' H2 ru
LANDSCAPING E1 N24'50'28"E 117.00' 36.00' N24'50'28"E 105.00' ti B20 E23 W Z
SS9 EASEMENT 00 4 1.
(TYPICAL) pA 14 , O 6� 7 .7 0 75.71' :m 19 H23 <'
o• �L= O 7�. _ m �O m
S>•• S;:- iNi 5' 5' 8' BUILDING "'� 8' BUILDING 5' 5' _ iA
11.42' v B� l.{ TEMPORARY
h T TS,S, 2�� 6w). SETBACK LINE L- O o SETBACK LINE 6�Tb 6 PUBLIC
1� L= / 0 ` TURN -AROUND
�9' 0 9.92 WATACSAERLINE ��0/i �c°' ( ; STORMSEWERLOT 30 Q LOT 37 PSTORME H2O EASEMENT
SEE SHEET 6 O�'' EASEMENT v� I k ' o EASEMENT IVATE o vl 4, 620 SF SEWER o� E17 ;iE'.15
LOT 4 O m. h.;: o ) i 5, 148 SF o EASEMENT o m a
APPROXIMATE LOCATION RIVANNA RIVER ,-
SQcvP,S
100
TAKEN FROM COUNTY OF ALBEMARLE GIS WEBSITE
T_M.62-23
/
EDGE OF RIVER_-�, _� ��
CITY OF CHARLOTTESVILLE,VIRGINIA AND
NOP�
COUNTY OF ' VIRGINIA
—
T.M.78-1
/
D BB 872R 1
D.B.280-474 PLAT
Gp10
CITY OF CHARLOTTESVILLE AND
COUNTY OF ALBEMARLE
D.B.916-179
/
D.B.281-334 PLAT
-
?
it
N22'02'03"E
163.98'
- - - -
N23'43'28"E 204.88'
a
J2
(30'PRESCRIPTIVE
EASEMENT)
L
_
STATE ROUTE 1421 FREE BRIDGE LANE
IRON
FOUND
(2012)
w
FEMA
z
ZONE AE WITH FLOODWAY
ULU
SEE SHEET i
FOR DEFINITION
a
of
FEMA
ZONE AE
x
SEE SHEET
1
BLOCK 6
cu
PARK DEDICATION/CONSERVATION AREA
20' PRIVATE
%
352,337 SF
STORM SEWER
(
T.M.78-58D
EASEMENT
MICHAEL J.SIENDA
•
D.B.2912-252
D.B.545-612 DESC.
D.B.300-163 PLAT
N01'41'39"E
45.79'
N24'50'28"E 181.50- N24'50'28"E 73.50' /
F4 61.34' K10
3. 11 '
ito 73.5-1 �
i cu -
W j i w
i o U cu
co
o a m p�
100 YEAR FLOOD PLAIN N LL'
FEMA AND W': Z
ZONE AE N STREAM BUFFER 3 Y W CD irh z
SEE SHEET 1 cm I LINE [ cu UO.Lo , I y. v
3 OOQ
[ rn J cu i I K6
m PRIVATE �0'41
s rn LANDSCAPING f !
BLOCK 5 & SIDEWALK z x Lr) I I 1
1O N25'O8'27"%W 4$ EASEMENT C3 uo
o• 43, 341 SF c) zo' ! g 00
z 20.00' S
N24'50'28"E 104.98'
LOT 12
6, 565 SF
N24'50'28"E 105.03'
LOT 13
5, 132 SF
,. I 11 ! � i
S24'50' 28"W ; I \ I i N
18.50' ' Q
S64'51'33"W \ P2 ! 3 N24450'28"E 105.06'
9.46' " \ N24'29' 43"E 135.38' s. ...... .
`b b-----�------------------ ---------------i.--�-
N625.04 2"W \ i
25.04'
� � 1
�-
-
--- ------- 71.00' 1
N60'21'47"W w
20.00' i \
PRIVATE n 1
I _ IC-011-
STORM WATERS30'03' 19"W '7--- o MANAGEMENT o ,,
RIVERSIDE VILLAGE � / � �
SCALE: 1"= 30'
DATE: JULY 28, 2014
REVISED: FEBRUARY 24, 2015
REVISED: APRIL B. 2015
REVISED: APRIL 30, 2015
REVISED: MAY 21, 2015
REVISED> MAY 29, 2015
ROGER W. RAY & ASSOC., INC.
1717-iB ALLIED STREET
CHARLOTTESVILLE, VA 22903
434.293.3195 TELEPHONE
RWRINC@EARTHLINK.NET
2.68 EASEMENT • co
3 I � p,IDI
!n _ ' —'��
m cn I
_
lD I
ocv i S64'54'42"E I
Lo m 1 13.05'-��
I�_ . ...... ......
z 1 --- - S24 '29 43"W_ 156.43_ _ _ _ _��
-----------
S S S I I
524�50'28�'W 173�46 — - — -
A9 x 20' ACSA SANITARY N65'09'3 "W
SEWER EASEMENT 137.84) 1
N S24'50'28" �\.00'
I i LOT 11
\ I LOT 9 I LOT 10�
\ BLOCK 36 20' PRIVATE
\ \ SEE SHEET 3 STORM SEWER
\ EASEMENT
I,
z.
W cm
I
m
I o
j
R
o
a Lo
in
LOT 14
K12 o
-
I
x
5, 134 SF
3 II
!
V O
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' I SEWER EASEMENT
I I U7
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U Y
Z U
om
J
LOT 15 mu
5. 134 SF
S24'50'28"W 105.08'
SEE SHEET 3
LOT 16
0
ti
co
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m
w
al
0
N_
ro
cn
T.M.78-58E
MICHAEL J.SIENDA
D.B.2912-252
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z D.B.300-163 PLAT
W Hz
F-a
aa� m
I> —I ccn w c�
azcn
aw
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rn PIPE
FOUND
'O 1 (2012)
T.M. 7B-5BA
GRAPHIC SCALE 1"=30'
0 30 60 90
�f
1a�r5
SHEET 4 OF 7 14044G
--- APPROXIMATE LOCATION RIVANNA RIVER
TAKEN FROM COUNTY OF ALBEMARLE GIS WEBSITE
EDGE OF RIVER
T.M. 78-1
BOX
25 • _ - CULVERT
PUBLDIC AT ED TO
(D-6. 2177 2
& 228 PLAT)27 N75'57'27"W
25.49'
CO E,;�
HEADWALL
NpP-�N
G143
N75'57' 27"W
38.21' —
N66'17'15'W
188.38' -
T.M.78-58H
WHITE HOUSE PROPERTIES.LLC
0.B.3744-12 i
D.B.2177-227.228 PLAT
b �
C6 �
a
ai
N66'17'03"W
101.58' —�
T.M.7BB-1-((1))-101 THRU 106
RIVER'S EDGE III.LLC i
D.B.3629-373
D.B.3243-5 & 6 PLAT
RIVERSIDE VILLAGE
SCALE: i"= 30'
DATE: JULY 26. 2014
REVISED: FEBRUARY 24. 2015
REVISED: APRIL B, 2015
REVISED: APRIL 30, 2015
REVISED: MAY 21, 2015
REVISED: MAY 29. 2015
ROGER W. RAY & ASSOC.. INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE. VA 22903
434.293.3195 TELEPHONE
RWRINC@EARTHLINK.NET
PK NAIL
SET
(2012)
N24'30'26"E 76.73' L= 0.84'
GUARDRAIL
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�r
30' PRESCRIPTIVE EASEMEN= -
J3
30'SANITARY SEWER ESMT.
(D.B.1274-56B.594 & 595 PLAT)
I � '
1
IRON FOUND '
I
IN STREAM ;
(2012)
i
,
i
APPROXIMATE LOCATION
20'SANITARY SEWER ESMT.
(D.B.1274-588.594 & 595 PLAT)
, I
,
,
1
,
1 I
,
cn
MANHOLE
BLOCK 6
PARK DEDICATION/CONSERVATION AREA
352,337 SF
MATCH LINE SHEET 6
FEMA
ZONE AE WITH FLOODWAY
SEE SHEET 1
FOR DEFINITION
FEMA
ZONE AE
SEE SHEET 1
FOR DEFINITION
/ jPF P.1ZpN
pPEs PPEp,
GRAPHIC SCALE 1"=30'
0 30 60 90
Q
F-
w
w
x
co
w
z
J
2
U
f—
a
J
100 YEAR FLOOD PLAIN
AND STREAM BUFFER LINE
f
SHEET 5 OF 7 14044G
I' MATCH LINE SHEET 5
IRONFOUND I t------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -----------------------
IN STREAM(2012)
/ )
,
N85'22' 18'W '�z / / / NOP(N
78.38'
/ FEMA
;wQ aw ZONE AE
\ � ' 4 SEE SHEET 1 /
, / �m�/ 100 YEAR FLOOD
T.M.788-1- Q 7PLAIN AND STREAM
((1)) -101 THRU 106 \ \` n o�h ; ��rn ' BUFFER LINE
RIVER'S EDGE III, LLC . 1 3 h ?/ 40
D.B.3629-373 m =
O.B.3243-5 & 6 PLAT/ % N�r
N49'39'36"W r ' ;ah r Ccot1^ SEE LSHEET 3 36.68' ¢w +o ; ,
/ ow 6, i N=p/ , VQ^O/ �0
1 u, rn `. o ru
cj wBLOCK 6
N76 °57 o4"W jw �° 9, % o ` PARK DEDICATION/CONSERVATION AREA �2p C-)��.
40.98' �%9 10 • ; Qa� 352.337 SF ZPh 9'co
20' ACSA LOT 4
SANITARY 6.511 SF
SEWER
S, EASEMENT
N53'26'21'W i(o
40.97' w / :T fin,co
IRON cc
ICU
p SET
Q
^
CD to LOT 3
S44< / * ``S ' 4�6 ° / 6. 348 SF io.es' Q�31
P S
c'SpTO \ 0). MANHOLE
S 4i `'v. 4' � v ) 100 YEAR �� L- V
FLOOD PLAIN �10.66' j
3 6 a 3 AND STREAM Y v
IRON �6 �l0 `0.• r'�SS. w v BUFFER LINE p J� LOT 24/25
FOUND �j. 1 < ��' S w ��/ Q SEE SHEET 3
a (2012) S1� S 2p `�S. S6sq�i �,''S� ¢ ,n 10' S37-". 18.
\ ++ 59 1 �SFS9 CL
15,
`�,n ' 4$ W 12 /
6S�gF6 e1 9)'S,F9 . ``S6 2 co SETBAC/BUILDIKG 1 2$cYi 26. O 46Sgy1 /y Fqo S m LINE < 55 0 �9 NSI
z O. ,y J`S y F` `,�, ,n m 1 2j, PRIVATE
\ OSF tiTg9Y \ �iF�T `\ 9� b I LOT 2 mw m 3 Oq F LANDSCAPING
G EAACCESS
\ 66 5 649 SF 2 nj/ 109 1 EASEMENT
/ -, 1.
`es• a..........0) ^0% Oj / r N24'50'28"E
S33.49 . a e� 9 26 /
50 • w 57"W 113. g3 • m r............... Q
<D/G 9q 2j h 7.80'
' Sp• /y `,9�, BUILDING cb/ 1 If2
N LOT i PRIVATE SETBACK ' j/ `�1 10 0)
S O s6 p L- In / 7, 000 SF LANDSCAPING CD
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2 • 1 "' .-. tv n DISTANCE / 4.21
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Al g9 6 27' 111 P B� IC i -- --- 20; PRIVATE SEE ..
i 0 9 9p STORM ti / STORM WATER J SHEET 2
X 1.6 SEWER MANAGEMENT
* THE ENTIRE BLOCK 3A COMMON OPEN SPACE IS ALSO p�t�°j '" EASEMENT �� EASEMENT_____ ----
A PRIVATE STORMWATER MANAGEMENT EASEMENT AND g r B'
A PRIVATE LANDSCAPING EASEMENT z. BLOCK 3A 1 A
.056•S75'02'29"W COMMONp � L= � / PRIVATE q �'1• p, �
DENOTES ACCESS EASEMENT vS S 33.s4 06.733PSFE 1j" 10.30' �'ti� j LANDSCAPING
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EASEMENT
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c? �610 Z/p 0 91 4� �Q
STONyA0e4p0 )1 1� SEELSCKE HEET 2
04�; ,3qS (e0 h
RIVERSSCALE: 30'
1 VILLAGE 9oq�?'�q�h� M� /
DATE: JULY 28, 2014 ti4yA
REVISED: FEBRUARY 24. 2015 el sS�
REVISED: APRIL B. 2015 oO"v1
/
REVISED: APRIL 30, 2015 j11�
REVISED: MAY 21. 2015 /v
REVISED: MAY 29. 2015 6.
op,
R1717-18 ALLIED STREET GRAPHIC SCALE 1"=30'
OGER W. RAY & ASSOC.. INC.
�+
CHARLOTTESVILLE• VA 22903 \
434.293.3195 TELEPHONE 0 30 60 90
RWRINC@EARTHLINK.NET
'o'fo
SHEET 6 OF 7 14044G
SHEET 2 - CURVE DATA
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Cl
89'51'01"
17.00
26.66
16.96
24.01
N78'03'29"W
C2
19'32'08"
327.50
111.66
55.38
111.12
N42'54'02"W
C3
-27'16'13"
61.00
29.03
14.80
26.76
S51*31'26"E
C4
86'13'31"
21.00
31.60
19.66
28.70
N22'02'47"W
C5
7'44'44"
61.00
6.25
4.13
8.24
S34'00'57"E
C6
-87°09'36"
25.00
38.03
23.79
34.47
S13'26'13"W
C7
121'39'0i"
20.00
42.46
35.821
34.93
N62'09'29"W
C81
3*49'34"1
12.001
13.371
7.471
12.69
N33-14.45"W
SHEET 2 - STORM SEWER EASEMENT SHEET 2 - WATERLINE EASEMENT
LINE
BEARING
DISTANCE
B1
N19'27'03"E
16.64
B2
N46'17'32"E
49.14
B3
N32'5B'59"W
16.70
B4
N24'50'2B"E
2.04
B5
S78'46'29"W
33.11
B6
N61°32'20"W
33.34
87
N61'32'20"W
34.48
B8
N46'17'32"E
40.45
89
S32'58'59"E
23.17
B10
N57'01'01"E
11.91
B11
S33'44'39"E
26.61
B12
S56'15'21'W
4.88
B13
S78'46'29"W
33.00
B14
N33'44'39"W
26.54
B15
N57'01'01"E
92.09
816
N32'58'59"W
72.00
B17
S57-01-01-W
5.35
BIB
S65'09'32"E
3.06
819
S32'58'59"E
20.36
B20
S24'50'28"W
22.97
B21
N69'23'48"E
25.18
kB22
N20'36'12"W
20.00
623
S69'23'48'W
LINE
BEARING
DISTANCE
Al
S24'50'28"W
6.31
A2
S65'23'42"E
17.23
A3
N24'34'52"E
10.36
A4
S65'23'42"E
17.27
A5
S24'34'52"W
10.53
A6
S65'23'42"E
20.00
A7
N24'34'52"E
10.53
AB
S65'23'42"E
20.00
A9
S24'34'52"W
10.69
A10
S65'23'42"E
20.00
A11
N24'34'52"E
10.69
Al2
S65'23'42"E
20.00
A13
S24'34'52"W
10.85
A14
S65'23'42"E
20.00
A15
N24'34'52"E
10.85
A16
S65'23'42"E
6.63
A17
N24'36'1B"E
20.00
4.87
SHEET 3 - CURVE DATA
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
Di
15'21'15"
172.50
46.23
23.25
46.09
N38'39'25"W
D2
15025'50"
172.50
46.46
23.37
46.32
N23'15'53"W
D3
8'02'13"
172.50
24.20
12.12
24.18
N11'31'52"W
D4
32*21'13"
172.50
97.41
50.04
96.12
N08'39'51"E
05
7'17'36"
227.50
28.96
14.50
28.94
S21'11'39"W
D6
2'44'12"
227.50
10.87
5.43
10.87
S16'10'44"W
D7
12'11'03"
227.50
48.38
24.28
46.29
S08043'07"W
D8
11'01'41"
227.50
43.79
21.96
43.72
S02453'15"E
09
11'04'19"
227.50
43.96
22.05
43.89
S13*56'15"E
010
10'56-39"
227.50
43.45
21.79
43.39
S24°56'44"E
Dii
26'30'36"
35.00
16.19
8.24
16.05
N38'05'46"E
D12
31'26'56"
23.001
12.62
6.48
12.47
S49'26'04"E
D13
39-33-07"1
23.001
15.881
8.271
15.56
N84'36'51"W
D14
14*15'12"
24.501
6.091
3.061
6.08
S41°58'28"W
D15
2B'41'07"
25.00
12.52
6.39
12.39
N79-30-06"W
SHEET 3 - LOTS
LINE
BEARING
DISTANCE
F1
N71'32'15"E
0.36
F2
S1B'27'45"E
30.97
F3
S71'32'15"W
23.50
F4
N89*14'48"W
21.18
F5
SIB'27'45"E
1B.50
F6
S71*32'15"W
28.89
F7
N38'38'56"W
11.43
FS
N65'09'32"W
5.89
F9
S83'05'46"W
4.28
F10
S51'21'04"W
16.73
F11
N38'38'51"W
2.50
SHEET 3 - STORMWATER
LINE
BEARING
DISTANCE
G1
S08'14'43"E
69.22
G2
S81'45'17"W
20.OD
G3
NOB'14'43"W
38.52
G4
S24'50'26"W
5.65
SHEET 3 - ACCESS EASEMENT
LINE
BEARING
DISTANCE
E1
N24'50'28"E
2.66
E2
S65°09'32"E
96.10
E3
S65'09'32"E
73.17
E4
S65'09'32"E
34.73
E5
S65'09'32"E
54.22
E61
S24'50'28"W
21.65
E7
S18'27'45"E
76.06
EB
S38038'56"E
3.57
E9
S38038'56"E
32.00
E10
N51'21'04"E
31.65
E11
N24'50'28"E
34.65
E12
S24'50'28"W
2.66
E13
S24'50'28"W
6.48
E14
S65'22'50"E
27.16
E15
S24'50'28"W
6.12
E16
N65'09'32"W
15.16
E17
S24'50'28"W
20.00
Ei8
S24'50'28"W
5.73
E19
N65'22'50"W
13.50
E20
S24'50'28"W
31.55
E21
S26'33'04"E
17.28
E22
N24'50'28"E
3.07
E23
S25'20'40"W
2.81
E24
N24'50'28"E
42.38
SHEET 3- WATERLINE EASEMENTS
LINE
BEARING
DISTANCE
H1
N65'23'42"W
2.77
H2
N24'34'52"E
10.36
H3
N65'23'42"W
22.73
H4
N24'50'28"E
9.24
H5
S65'09'32"E
147.05
H6
S65'09'32"E
55.95
H7
N64'55'23"W
20.00
H8
S24034'52"W
10.00
H9
N65'23'42"W
20.00
H10
N24'34'52"E
10.11
H11
N65'14'54"W
20.00
H12
S24'34'52"W
10.00
H13
N65'23'42"W
20.00
H14
N24'34'52"E
10.00
H15
N66'04'13"W
20.00
H16
S24'34'52"W
9.60
H17
N65'23'42"W
20.00
H18
N24'34'52"E
9.70
H19
N65'23'42"W
22.00
H2O
S24'34'52"W
9.53
H21
N65'23'42"W
16.50
H22
N24'50'2B"E
6.32
H23
N24"46'48"E
23.21
H24
S65'23'42"E
345.03
H25
S65'09'32"E
74.71
H26
N24'50'28"E
11.00
H27
S65'09'32"E
23.00
H28
S24'50'28"W
11.00
H29
S65'09'32"E
20.09
H30
N24050'28"E
11.00
H31
S65'09'32"E
30.47
H32
S24'50'28"W
0.50
H331
S24'4B'30"W
30.50
SHEET 4 & 5 - CURVE DATA
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
11
2036'24"
2094.20
95.28
47.65
95.27
S23'20'15"W
J2
9'11'41"
500.00
80.24
40.21
80.15
S19'07'3B"W
J3
9'58'39"
1399.11
243.64
122.13
243.33
S19'31'07"W
J4
1007'31"
400.00
7.86
3.93
7.85
S25'04'11"W
SHEET 6 - CURVE DATA
LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
M1
90'08'40"
17.00
26.75
17.04
24.07
N11"56'22"E
M2
6'00'45"
272.50
28.60
14.31
28.58
N36008'21"W
M3
17'47'51"
272.50
84.65
42.67
84.31
N48'02'39"W
M4
3016'32"
272.50
15.58
7.79
15.58
N58°34'50"W
M5
7047'51"
227.50
30.96
15.50
30.94
N56'19'10"W
M6
10'59'45"
227.50
43.66
21.90
43.59
N46'55'22"W
M7
11'00'27"
227.50
43.71
21.92
43.64
N35'55'17"W
MB
7'33'00"
327.50
43.16
21.61
43.12
N56'26'36"W
M9
5'44'06"
172.50
17.27
8.64
17.26
N57021'03"W
M10
8008'58"
172.50
24.541
12.29
24.51
N50'24'32"W
M11
10'11'05"
161.42
28.691
14.38
28.66
N3B'13'31"W
M12
42059'51"
68.72
51.571
27.07
50.37
S88'24'56"W
RIVERSIDE VILLAGE
SCALE: i"= 30'
DATE: JULY 28. 2014
REVISED: FEBRUARY 24. 2015
REVISED: APRIL B. 2015
REVISED: APRIL 30, 2015
REVISED: MAY 21. 2015
REVISED: MAY 29, 2015
ROGER W. RAY & ASSOC.. INC.
1717-iB ALLIED STREET
CHARLOTTESVILLE, VA 22903
434.293.3195 TELEPHONE
RWRINC@EARTHLINK.NET
SHEET 4- WATERLINE EASEMENTS
LINE
BEARING
DISTANCE
Ki
N65'09'32"W
74.71
K2
S24'50'28"W
ii.00
K3
N65'09'32"W
23.00
K4
S24'50'28"W
11.00
K5
N65'09'32"W
74.71
K6
N24-50.28"E
11.00
K7
N65'09'32"W
23.00
KB
S24'50'28"W
11.00
K9
N65'09'32"W
45.03
K10
S24'50'28"W
a.00
K11
565'09'32"E
119.82
K12
S24'50'28"W
39.66
SHEET 4
LANDSCAPING &
SIDEWALK EASEMENT
LINE
BEARING
IDISTANCE
P1
S65'09'32"E
11.00
P2
S24'50'28"W
24.50
P3
N65'09'32"W
111.50
P4
N24'Pin '28"E
6.00
SHEET 6 - LOTS
LINE
BEARING
DISTANCE
Ni
S38°38'51"E
2.50
N2
N51'21'04"E
16.73
N3
N83'05'46"E
4.28
N4
S65'09'32"E
5.89
N5
S38'38'56"E
16.98
N6
S51'21'04"W
23.50
N7
N38'38'56"W
3.00
NB
S3B'38'56"E
21.50
SHEET 7 OF 7 14044G
a