NCC215135_Site Plan or Location Map_20210914

JOHN R CHEWNING
MILAN S CHEWNING
9665-23-9051
DEED BOOK 1895 PAGE 0506
PLAT BOOK 0062 PAGE D026
BUNCOMBE COUNTY ZONING: HALF R3/
HALF R-LD
VACANT LAND
NOTES: \
ALL SURROUNDING PROPERTIES ARE ZONED R-3 0 - LD. 9665-32-9480
MCDERMOTT JOHN
DEED BOOK 4783 PAGE 1787
PLAT BOOK 132 PAGE 58
PROPOSED SUBDIVISION IS NOT A DRASTIC HILLSIDE \ 4.37 ACRES TOTAL
VARIATION DEVELOPMENT.
\ E
ROAD CONSTRUCTION IN AREAS OF SLOPE EXCEEDING s
30% DO NOT EXIST. Rs°
AREAS DESIGNATED AS HIGH HAZARD EXIST ON SITE \�'� \
AT THE INTERIOR OF THE PROPERTY ON APPROXIMATELY s11
0.55 ACRES. MODERATE HAZARD AREAS EXIST ON THE
SITE IN SEVERAL LOCATIONS AT THE INTERIOR OF THE
PROPERTY ON APPROXIMATELY 1.88 ACRES.
ANY SUBDIVISION ROAD SHALL BE CONTAINED WITHIN A CORRIDOR
THAT SHALL NOT EXCEED 90 FEET IN WIDTH ALONG 80% OF ITS
TOTAL LENGTH; UP TO 20% OF THE LENGTH OF THE ROAD
CORRIDOR MAY BE GRADED TO A MAXIMUM WIDTH OF 135 FEET.
THE CORRIDOR HEIGHT, DEFINED AS THE HEIGHT OF A COMBINED
CUT AND FILL SLOPE, SHALL NOT EXCEED 60 FEET.
NO LOT SLOPES PERPENDICULAR TO THE PROPOSED
ROADWAY WITHIN THE PROPOSED SUBDIVISION EXCEED 18%.
AVERAGE NATURAL SLOPE OF THE PROPERTY IS 24.79%
NO BASE COURSE SHALL BE PLACED ON MUCK, PIPE
CLAY, ORGANIC MATTER, OR OTHER UNSUITABLE MATTER, AND A
MINIMUM COMPACTION RATE OF SUBGRADE PRIOR TO PAVING
(IF REQUIRED) SHALL NOT BE LESS THAN 95 PERCENT BY
STANDARD PROCTOR METHOD AND CERTIFIED BY A PROFESSIONAL
ENGINEER..
ELECTRICAL, TELEPHONE, CABLE, AND GAS TO BE PROVIDED
BY DIRECT CONTRACT WITH APPROPRIATE SERVICE PROVIDER.
ALL LOTS SHOWN ON THIS SHEET ARE PROPOSED TO BE
SERVED BY INDIVIDUAL WELL & SEPTIC.
PROPOSED SUBDIVISION TO BE COMPLETED IN ONE PHASE
AND WILL BEGIN ONCE ALL APPROVALS HAVE BEEN RECEIVED.
THE PROPOSED SUBDIVISION IS LOCATED IN THE LIMESTONE
TOWNSHIP.
FEMA FLOOD MAP #9665. PANEL EFFECTIVE DATE 1/6/2010.
NO FLOOD ZONE ON THE PROPERTY.
LOT ACREAGE INCLUDES THE ROAD ROW FOR EACH LOT.
NO STREET LIGHTS ARE PROVIDED.
THE SUBDIVISION WILL NOT BE GATED.
LEGEND
NEW/SET PROPERTY CORNER MONUMENT,
Line
Bearing
Distance
(5/8" IRON REBAR
WITH CAP UNLESS NOTED OTHERWISE)
L1
N 74°-06'-48"
W
26.36'
C EXISTING/FOUND PROPERTY CORNER MONUMENT
U
L2
N 420-50'-55
"
W
26.00'
POINT NOT SET
L3
N 76°-24-34"
W
29.83'
• U.P.E&T.= UTILITY
POLE WITH ELECTRIC & TELEPHONE LINES
n WELL
Curve
Radius
Chord
Bearing and
Distance
LOT NUMBER
Cl
100.00'
N
50°-53'-55"
W
28.01'
C2
100.00'
N
51 °-51'-52"
W
31.34'
=BUILDING SETBACK LINE
C3
119.37'
N
41 °-28'-13"
W
104.66'
----R/W
=ROAD RIGHT OF WAY
C4
249.95'
N
23°-40'-11"
W
71.29'
=SUBJECT PROPERTY BOUNDARY LINE
C5
155.21'
N
350-32'-02"
W
20.16'
- - -
=ADJOINING PROPERTY LINE
C6
1 60.37'
N
48
26',
24" W
51.98'
C7
250.00'
N
e
67
-05
-16 W
80.99'
x x
=FENCE LINE
=OVERHEAD ELECTRIC LINE
E
--------------------
=EDGE OF GRAVEL ROAD
- - - - - - - - -
- =EDGE OF SOIL ROAD
0' 80, 160' 240'
mmmmll
GRAPHIC SCALE 1 "=80'
LOT #
LOT AREA
INCLUDING R/W
LOT AREA
EXCLUDING R/W
1
2.441 AC.
2.053 AC.
2
0.960 AC.
0.776 AC.
3
1.080 AC.
1.007 AC.
4
1.021 AC.
0.756 AC.
5
1.970 AC.
1.786 AC.
6
2.620 AC.
2.295 AC
7
1.503 AC.
1.125 AC.
8
2.550 AC.
2.441 AC.
9
4.211 AC.
4.211 AC.
10
4.371 AC.
4.371 AC.
9665-42-5731
REBECCA G NESBITT LIVING TRUST
REBECCA G NESBITT TRUSTEE
DEED BOOK 4690 PAGE 897
PLAT BOOK 122 PAGE 133
92 MERRILLS COVE RD
BUNCOMBE COUNTY ZONING: HALF
R3/HALF R-LD
SINGLE FAMILY STICK BUILT HOME ON
WOODED ACERAGE
1
1
I
I
I
I
I
I
I
1
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1
DEVELOPMENT DATA BLOCK
OWNER/DEVELOPER: JOHN MCDERMOTT
CONTACT: JOHN MCDERMOTT
PHONE: [phone]
ADDRESS: 3 FIG TREE LANE, ASHEVILLE NC 28803
PIN: 9665-51-0669 - 3 FIG TREE LANE
9665-41-7676 - 14 FIG TREE LANE
9665-41-5896 - 20 FIG TREE LANE
9665-41-3934 - 26 FIG TREE LANE
9665-32-9480 - 27 FIG TREE LANE
PHYSICAL ADDRESS: 3 FIG TREE LANE
ASHEVILLE, NC 28803
PROPERTY SIZE: 22.74 ACRES(TOTAL)
PROPOSED LOTS: 10 PROPOSED LOTS TOTALING 22.74 ACRES
ZONING DISTRICT: R-3
SETBACKS: 20' (FRONT AND REAR YARD)
10' (SIDE YARD)
DENSITY
CALCULATIONS:
MINIMUM LOT SIZE: 30,000 SF (NO PUBLIC WATER OR SEWER)
MAXIMUM NUMBER OF
DWELLING UNITS PER ACRE: 12
ROADWAY
INFORMATION:
PROPOSED ROADWAY TO BE PRIVATE
ROAD NAME: FIG TREE LANE
PROPOSED WIDTH: 20'
EXISTING RIGHT-OF-WAY WIDTH: 45'
PROPOSED SURFACE: 8" CABC
PROPOSED GRADE: 14.9% (MAXIMUM)
PROPOSED LENGTH:1071.70 LF
# OF LOTS: 10
VAIN*
[�i I � [ei�P/ fr � 3•Z•I�L-�� � F
- NAME:
MERRILL COVE
CREEK
- INDEX:
6-57-16
- CLASS:
C; TR
- BASIN:
FRENCH BROAD
THIS DOCUMENT AND THE INFORMATION
PROVIDED HEREIN IS COPYRIGHTED
CONFIDENTIAL MATERIAL AND IS THE
PROPERTY OF DAMS CIVILSOLUTIONS,
P.A., PROVIDED AS AN INSTRUMENT OF
SERVICE. THIS DOCUMENT MAY NOT BE
COPIED, REPRODUCED, ALTERED,
PROVIDED TO ANY OTHER PARTY, OR
USED FOR ANYTHING OTHER THAN THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN, OR USED FOR
EXTENSION TO THIS PROJECT, IN PART
OR IN WHOLE, WITHOUT THE EXPRESS
WRITTEN CONSENT OF DAMS
CIVILSOLUTIONS, P.A.
COPYRIGHT 2020
DAMS CIVILSOLUTIONS, P.A.
ALL RIGHTS RESERVED
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9665-41-2527
MERRILLS COVE PROPERTIES, LLC Q GNI ?Dis '
DEED BOOK 5532 PAGE 1426 V ^i
PLAT BOOK 172 PAGE 187
28 MERRILLS COVE RDBUNCOMBE COUNTY
ONING: R3
SINGLE FAMILY STICK K ZBUILT HOME 4 3 �8'
Arc Length Tangent Delta / \R5. - x / ON PARTIALLY WOODED ACREAGE
e
28.10' 14.14' 16°-06'-00" / � i ,�e�,r w
�
31. 47' 15. 8 7' 18 °- 01 ' - 54" N6CGS 075.2 2LL" 2262.80 N=650479.84, / AG NAB NOTE:
o > » NGSNAD8 2011)NAVD 88 BM / 9665-51-0180 uP�
108.34' 58.22' 52 -00 -00 18' ROAD EXISTING ASPHALT. / ANUAR MOSHE;ANUAR KAREN;ANUARPETEAT THE INTERSECTION OF MERRILLS COVE ROAD
71.54' 36.02' 16°-23'-56" INSTALL 1' OF ADDITIONAL DRIVEABLE / OAD
DEED BOOK 539`PAGE 352 / GRADE DOES NOTAND FIG TREE EXCEEDED THE R10% GRADE 30 FEET
20.18' 10.10' 7°-26'-56" SURFACE ON EACH SIDE OF ROAD WHERE / PLAT BOOK 172 PAGE 187
BUNC0�1MERRILLS
ERC0 NTYoaJWG R3 / EACH WAY FROM THE INTERSECTION.
52.21' 26.34' 18°-39'-08" ASPHALT WIDTH IS LESS THAN 20'. SNGLE FAMILY STICK BUILT HOME /
81.35' 41.04' 18°-38'-37" (8" CABC COMPACTED /
STONE OR PAVEMENT, 1' EACH SIDE) / Sheet
SEE DETAIL ST-2; SHEET D2 /
C2