HomeMy WebLinkAboutSUB202100023 Plat - Submittal (First) Final Plat 2017-11-01OWNER- (PER COUNTY RECORDS)
IRIS REALTY HOLDINGS; LLC
502 W/LLOUGh'BY LANE
STAUNTON, VA 24401
NOTES- 1. ALL EASEMENTS ENCROACHMENTS AND/OR
IMPROVEMENTS MAY NOT BE SHOWN
2. T1115 PLAT 11AS BEEN PREPARED W117-OUT
BENEFIT OF A T/TLE REPORT
.3. 111/S PLAT /S BASED ON A CURRENT
FIELD SUPOFY MARKED ON THE GROUND
WITh' THE PHYSICAL MONUMENTS /NO/CATEO
4 T.M. NO. 126-2709
5. ZONED RA • BUILD/NC Sf 79401rS- FRON7=75' S/DE=25' REAR=J5'
6. APPROX/MATE FLOOD ZONES A & X.• SCALED
FROM F./.R.M. COMMUNITY PANEL NO. 51009005000
0XT11 EFFECT/MF- DATE OF FEBRUARY 4, 2005
7. THE PROPOSED 50' EA5EMEN7S AND THE PROPOSED
VARIABLE EASEMENT TO SERVE LOT 1, 6101NG ACCESS
TO STALE RTE. NO. 721 (OLD DOMINION ROAD)
8. T.M. NO. 126 210 DOES NOT L/E /N AN AGRICULTURAL -
FORESTAL D/STR/CT OR {PATER 51,1RRZr WA7ERSHEO
9. THE STREAM BUFFER SHALL BE MANAGED /N
ACCORDANCE WITH THE ALBEAARLE COUNTY WA7FR
PROTECT7ON ORDINANCE
10. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR
SEWER SERVICE W/LL NOT BE AVAILABLE TO 771/S PROPERTY
11. THE STREETS /N THIS SUBD/!i/S/ON MAY NOT MEET THE
STANDARDS FOR ACCEPTANCE INTO 711E SECONDARY SYSTEM
OF STATE H/GHWAYS ANO WILL NOT BE MAINTAINED BY THE
IIIROIN14 DEPARTMENT OF TRANSPORTATION OR THE
COUNTY OF ALBEMARLE
12. 20 fL INTERVAL CONTOURS FROM OVERLAY OF 61505
TOPOGRAPHICAL MAP OF THE SC//UYLER QUADRANGLE
/-T EACH LOT OWNER /S RESPONSIBLE FOR OBTAINING A
VOOT LAND USE PERM/T, REQU/RED FOR ANY NEW
OR/V5Wy ACCESS TO A FOOT MAINTAINED ROX0
14. ALBEMARLE COUNTY DEVELOPMENT R10117S -
SEE LE77FR OF DETERM/NAT/ON- L002017-00008
T.M. NO. 126-2109 WAS ASS/ONEO 5 DEVELOPMENT
R/01175 AND BY TI-115 SURVEY.•
PARCEL 1, 19240 .4c., IS ASSIGNED 1 DEVELOPMENT
RIGHT AND MAY NOT BE FURTHER 0101VZO.
PARCEL 2 26.968 Ac., IS ASSIGNED 1 DEVELOPMENT
R/GHT AND MAY NOT BE F61R77-ZR DIVIDED.
RESIDUE, J8.544 Ac., HAS 3 DEVELOPMENT
R101175 REMAINING
15. THE OWNER AGREES TO DEDICATE FOR PURL/C USE
A 15' W/OTH FROM CENTERL/NE FOR FUTURE ROAD
W/DEN/NC AND MAINTENANCE. TH/S EXTRA R/CHT-
OF-WAY WIDTH /S HEREBY DED/CA7FD TO ALBEMARLE
COUNTY BY THE RECORD/NC OF THIS PLAT.
SOURCE OF TITLE.• IRIS REALTY HOLD/NOS, LLC
D.B. 4409 R..744
THE PLATTING OR ,0CW14T/ON OF THE FOLLOW/NG
"OLD DOM/N/ON SUBD/V/S/ON"
IS W/TH THE FREE CONSENT AND ACCORDANCE W/TH
771E DE3'1RES OF THE UNDERS/GNED OWNERS,
PROPRIETORS, AND 17FUS72= /F ANY. THE DEDICATION
OF ROADS AND EASEMENTS, /F ANY, W/TH/N THE L/M/75
OF THIS SURD/KS/ON /S OF THE W/OTH AND EXTENT
SHOWN ON THIS PLAT.
OWNER
i��
DATE
M
A NOTARY PUBLIC /N
AND FOR COUNTY, /N THE STATE OF
DO HEREBY CERTIFY THAT THE OWNERS
WHOSE NAMES ARE SIGNED HEREON, HAVE ACKNOWLEDGED 711F
SAME BEFORE ME 771/S DAY OF 120
MY COMM/SS/ON EXPIRES.
NOTARY PUBLIC
FB /364X259
DICKERSON SURVEYING LLC
500 Court Street P.O. Box 112
Appomattox, Virginia 24522
434-352-8560
Michael Ray Gain
Land Surveyor
SURVEYORS 0ERP117C4770N
/ HEREBY CERTIFY THAT THIS PLAT IS BASED ON A
CURRENT FIELD SURVEY AND, TO THE BEST OF MY
KNOWLEDGE AND BELIEF, /S CORRECT AND COMPLIES
WITH THE MIN/MUM STANDARDS AND PROCEDURES
ESTABL/SHED SY THE V/RG/N/A STATE BOARD OF
AR011/7ECT3; PROFESS/ONAL ENGINEERS, LAND SURVEYORS,
AND CER77FIE0 LANDSCAPE ARCHI7FCIS
MCCHAEZ RAY COIN, L.S.
MICHAEL RAY GOIN
Lic. No. 3143
SIIEEFI OF2
DATE
SCALE.- 1 IN. = 900 FT.
OLDDOM"ION
SIMITlISUAT
SURVEYED FOR.• IRIS REALTY HOLD/NOS, LLC
SCOTTSV/LLE D/STR/CT ALBEMARLE COUN7Y
VIRG/N/A
NOVEMBER 1, 2077
LOCATION MAP
, 12&i1 704
1 IN. = 2000 Ff.
m
,2413136-2A
F
12&3
�9*
i2A-S�B,2G=16 52Gti
oD
12&1
126d
a 2&111 125-210
°' 1H�
5]0
+28
2&
8&3N'1 12&31B
,36 ` &ISA
,2]
12fi3
12&250 1
V {
N 27b6
1t
1 &20
,ZE
'
&CµEE'
/6b
28-288
126-25 12&21C
127-HC
126-THM 126@]
120.26A
126-21A
2fi2 126-256
721
274
i N
12&Y H� o•
N
m w
p 9
2y
6 1
�
12&25CJ
2fi29
i
&288
48=28E P";
126-210 ,M-22J Z
12&22A
-02
7Q 12&2502
O
c
z&22r
26 R
2Q
nP
^, 128
^1
l N"j2& E]&25 1� 2&25C
2
',2&SOC
]c
u
hh4
g
a !•{7a
1269
26 RN izG22E
(�
&38A 12&25A3
Qt
12]-1
2F 0A2
116- L
639 128-JIZ9
48-32
126�9t2B
ry
'�
127-13
�12631r
N
12&3,v
12631z4
0, 1
1Q -3126
12 3A 12& E PIfi3]Q
ACCESS POINT TO STATE MAINTAINED ROADHAWKS
MUST BE SHOWN FOR ALL LOTS: ACCESS
OF MORE THAN 7WO PRIVATE MOW L07SFROM
ONE ENTRANCE WILL REQU/RE A COAIMZRC/AL
ENTRANCE PERM/T. AN ENTRANCE SERVING
ENTITIES OTHER THAN A PRIVATE HOME
WILL REOU/RE A COMMERCIAL ENTRANCE PERMIT.
ENTRANCE ONL Y APPROVED BY VDOT.
THE SIGNATURE OF VOOTS REPRESENTATIVE /S AN
ACKNOWLEDGEMENT OF 711E SURWKS/ON OF LAND
AND /S NOT AN ENDORSEMENT OF THE ACCURACY OF THE
SURVEY, AND DOES NOT SERVE AS APPROVAL OF ANY
PART/CULAR LAND USE OR A00= TO STATE R/GHT-OR-WAY.
A VDOT LAND USE PERMIT IS REQUIRED FOR ALL ENI-RANGES
(RES/DENTUAL, COMMERCIAL, AND STREETS) CONNECT/NC
WITH STATE HIGHWAYS.
NOT-7-.• SEE SHEET 1 FOR NOTES
Curve
fad/us
Length
De/to
Chord
Chord Bear.
01
1233. 00'
230.91 '
10'4.j 49 "
230. 59'
N 4828;T3" W
C2
74J89'
92. 69'
622 04 "
82. 63'
S 2111820" E
C3
339.29'
100.49'
165809"
100.12'
S 32:5826" E
C4
123,300'
147.83'
652'11 "
147.74'
S 57*16;T3" E
Course
Beaa/ 7g
D/stance
L1
S 132443"E
59.21'
L2
S 6254 03" 6Y
65.77'
L3
S 0020:T5" 6Y
117.09'
L4
N 445009"E
104.9.T'
L5
N 0209:U f-
5791'
L6
S 47'49 40" 6Y
105.49'
L7
S 47'49 40" iY
90.96'
L8
N 112845" 6Y
164.1.T'
L9
S 44:5025" E
141.29'
CLAUDE C.✓. CALOWFZZ
FAM/L Y TRUST
D.B.3429 R. 46
PLAT D.B.1921 P.321
T.M. NO. 126-25C2
,600
9'0035 E
01'
PATR/C/( ✓. HUNT
D.B.3076 R. 183
PLAT D.B.1919 P.449
�a9 T.M. NO. 126- C4
4�
S 445025 E 20.05'-tie
o y�� NW of comer .
(0.146 Ac.) -
et c�
iron
SOO
iron
665.91
;n
iforod
%
i�7o
o0
Bs
�
FB /364X25B
Ac.)
R
DICKERSON SURVEYING LLC
500 Court Street P.O. Box 112
Appomattox, Virginia 24522
DETAIL \
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I proposed
vorrob/e
easement
50,
.% proposed
50' easement
SCALE.• 1 IN. = 200 FT.
BRE7T DARKEN &
ANNE MARSHALL -DARKEN
D.B. 4173 10.595
PLAT D.B.1921 P.321
T.M. NO. 126-25CTl
D
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A ppro
f/ od /ine
\ o F/o Zone X
B//ffBl
sion.
es
434-352-8560
Michael Ray Goin
Land Surveyor
®2010
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pet �1�,
5, A �O1
O
S 457L6 44'1Y
ZS61.
452.54'
n ®427.54'
J J D/NA G. 9RIG/511
D.B. 4509 R.551
PLAT O.B.945 R.748
500 T.M. NO. 126-32
N 4749 %W "E 7A 49'-t/e
® s°0
9O,
�s
01NA C 9RIOIS11
D.B. 4506 P.551
PLAT D.B.945 0748
T.M. NO. 126-32
•oo.
z
z
1y00D 10R0,0ER7Y
/NW3'TMEN1-5 LLC
D.B.3878 P.380
PLAT D.B.541 P.291
T.M. NO. 126-25
O
0 old
O t., IRIS REAL
o %vL HOLDING , LLC
m 6' y� D.B. 4281 .186
3 pp^ g T.M. NO. 6-21D
n RES/DUE 109.068 Ac.
o 0 0 BY TAX R CORD
Z3
a ~ S. DANCE WIZIGNS, ✓R
se n o/d D.B.759 R.23
rov 0 250.12'
PLAT O.B. 602 P.302
N 09' 25 E ii w T.M. NO. 126-218
set iro in /d road " fd enf iron
N 02' S 061W i Soo* 113 E a,
280 4
II I proposed easement
set i n /h
o/d & current rood I I 1 See Detai/
N 1238:T4'a �\� 1 fd• 'rL1
197.99' �I
set i n /n current rood 1 Id bent iron
6p L5 set / on /�
1 fd kpi/e
\ O 4 I L3
S. 0ANCE iY/LK/NS, ✓R.
D.B.759 0.23
PLAT D.B. 502 R.302
T.M. NO. 126 219
"
�i `600
S 50'0122V
609.83'
oak chopt
THE W///TE R/G, LLC
D.B. 4870 1028
PLAT D.91938 R..367
T.M. NO. 126 24
iu
SIMBT2OP2
SCALE.• 1 IN. = 300 FT.
OLDDOMMON
SUBDIVISION
SURlVEYED FOR.• IRIS REALTY HOLD/NGS, LLC
SCOITSWZL - O/57RICT ALBEMARLE COUN7Y
0IRGINIA
N0kfY- 9ER 1, 2017
300 0 300 600 900
GRAPHIC SCALE - FEET
A TO B ALONG
CREEK
Bearii{q
O/stance
S 2954 09 "
E
17.09'
S 52:T827"
E
19.3.i'
N 4600 46"
E
20.79'
S 892254"E
26..T1'
S 50,7206"E
22.12'
N 8603:T4"
E
8.79'
N 657J3 95"
E
16.89'
S 22'1958"
E
22.72'
S 56116 49 "
E
49.20'
S 39:5123"
E
15.35'
S 144808"
dY
1i83'
S 7429 04"
E
30.66'
S 53'42:T9 "
E
26.48'
N 792627"
E
21.57'
S 05146 40"
dY
19.94'
S 5811610"
E
16.80,
S 9422 03"
6Y
23.84'
N 83:T4'18"
E
22.19'
S 660837"
E
16.60'
S 50:5346"
E
18.06'
S 10 05:T9 "
E
20.90'
N 69'1246"
E
15.84'
S 81285> "
E
10.93'
B TO C ALONG
CREEK
Bearing
Oistonce
S 16'40 03"
E
47.91 '
S 70:571.T"
E
95.84'
S 7077:T.T"
E
4.T54'
S 18a727"
E
45.45'
S 8447b4"
E
76.05'
S 40:52'13"
E
111.80'
S 32O.Tb6"
E
168..84,
S 455240"
E
2.T30'
B TO D ALONG
CREEK
Beor/ng
O/stance
N 26 00 39"
E
56.25'
N 392103"
E
56.62'
N O3'16'12"
E
149..57'
N 9447:79"
iY
54.54'
N 55'48 41 "
E
72.. 42'
N 075736"
E
30. 13'
N 1142:5O"
W
69.90'
N 365234"
E
51. 19'
S 85'46:T7"
E
65J9'
N 695726"
E
40.92'
N 6143 04 "
E
182..92'
S 7024 42"
E
94. 40'
N 48"07'12"
E
37. 18'
N 720200"
E
1
97. 49'
D TO E
ALONG
CREEK
Beor/ng
D/stance
N 0844 49"
HY
57.14'
N 262510"
E
89.74'
N 0423:59"
H/
80..87'
N 25"45:T4
" E
65.93'
N O3'1955"
E
74.89'