NCC220550_Site Plan or Location Map_20220127

l iilllll llllil Ili Ilia flttl f<ttt IfEtt If<ll Itlll tall lllll lilll lilll lilli Illl iill
Doc ID: 009743350002 Tvoe: CRP
Recorded: 12/13/2005 at 11:26:21 AM
Fee Amt: $42.00 Page 1 of 2
Iredell County. NC
Brenda D. Bell Reatster of Deeds
VICINITY MAP NO SCALE
MINIMUM BUILDING SETBACK LINES:
FRONT ------------------35 FEET
REAR -------------------35 FEET
SIDELINE _________________15 FEET
SIDELINE ABUTTING STREET -------25 FEET
VEGETATIVE BUFFER -------35 FEET
TYPICAL SETBACK DETAIL
35FRONT ,MgS�l II
I+ II
I� +
+ L5L5EAR M6511 +
_ � 10' DRAINAGE &L_
UTILITY EASEMENT
TYPICAL EACH LOT
NOTE:
THE AUTHOR OF THIS PLAT HAS MADE EVERY EFFORT TO DETERMINE
THE MOST REASONABLE ALIGNMENT OF FRONT MINIMUM BUILDING
SETBACK LINES AND SIDE LINE ABUTTING A STREET ON CORNER LOTS;
HOWEVER, THE OWNER OF A CORNER LOT MAY CHANGE THE FRONT
MINIMUM BUILDING SETBACK LINE AND THE SIDE LINE ABUTTING
A STREET, AS LONG AS THE CHANGE COMPLIES WITH THE IREDELL
COUNTY ZONING ORDINANCE.
ALL LOTS WITHIN THE AUGUSTA GREENS SUED.
TO THE BEST OF MY KNOWLEDGE, LIE WITHIN THE
WS-IV PA OF THE LAKE NORMAN - CATAWBA RIVER
BASIN, AS DESIGNATED BY THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT AND AS
APPEARS ON THE WATERSHED PROTECTION MAP OF
IREDELL COUNTY.
DATE SUBDIVISION ADMINISTRATOR
35'
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SUBDIVISION ROAD CONSTRUCTI N S ANDARDS CERTIFICATION
APPROVED:
DIS7 ICT ENGWEER
DATE: _ f Z - l 3- ,1
PUBLJC ' PLAT DECLARATION
ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE MAINTENANCE
OF ALL STREETS AND ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF THE
PROPERTY OWNERS AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP
TO THE STANDARDS F E NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ANY
STREETS ON THIS, ADDED INTO THE N.C. STATE HIGHWAY SYSTEM.
OWNER
OFFSET CUL-DE-SAC DETAIL
NO SCALE
35' R
25' R --
CUL--DE-SAC DETAIL
NO SCALE
STATE OF NORTH CAROLINA
COUNTY OF IREDELL
___ REVIEW OFFICER OF
IREDELL COUNTY, CERTIFY THAT THIS MAP
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE:
LEGEND:
EIP - EXISTING IRON PIN
IPS - IRON PIN SET
NTS - NOT TO SCALE
R/W - RIGHT OF WAY
MBSL - MINIMUM BUILDING SETBACK LINE
TP - TELEPHONE PEDESTAL
SP - SERVICE POLE
SE - 10'X70' SIGHT EASEMENT
SG - 22'X40' SIGN EASEMENT
CC - CONTROL CORNER
PP - POWER POLE
® - UNMARKED POINT
ED - EXISTING DWELLING
HYD - PROPOSED FIRE HYDRANT
SITE DATA:
ACREAGE IN TOTAL TRACT TO BE SUBDIVIDED:- - ---78.492 AC.
TOTAL NUMBER OF PARCELS CREATED: - - - -- --- -- --57 LOTS
ACREAGE IN SMALLEST LOT:-- - - - - -- - - - ----0.517 AC. (LOTS 23 & 24)
LINEAR FEET IN NEW STREETS: - -- -- --- - - - -- - -61 12.13 FEET
ACREAGE IN ROAD R/W : -- - - - - - - - - -8.143 AC.
ROAD CHART
ROAD NAME
R/W
PAVEMENT
TYPE
TITLEIST DRIVE
50'
20'
PUBLIC
TOP FLITE DRIVE
50'
18,
PUBLIC
BIG BERTHA DRIVE
50'
20'
PUBLIC
PING DRIVE
50'
18,
PUBLIC
MAXFU DRIVE
50'
20'
PUBLIC
TAYLOR MADE DRIVE
50'
18'
PUBLIC
SPALDING DRIVE
50'
18,
PUBLIC
CURVE TABLE
CURVE
ARC
RADIUS
CHORD BRG
CHORD DIST
C1
31.42
20.00
7'1 '47"
8'
C2
31.42
20.00
S '4 '1 "W
'
C3
42.92
51.00
'4 '47"W
41. '
C4
58.12
51.00
S 7"
0 '
C5
54.38
51.00
S 6'14'1 "E
1. 4'
C6
64.18
51.00
N47' '4
3'
C7
40.75
35.00
N44' 7' "
49'
C8
31.42
20.00
9 7'1 '47"
'
C9
92.05
205.00
'41' "W
1. '
C10
22.44
20.00
4 '41' "W
1. '
C11
31.42
20.00
71O'47"
'
C12
31.42
20.00
'4 'i "W
'
C13
40.40
20.00
N44'1 7"W
7'
C14
157.24
255.00
4' 7' "
1 4.7 '
C15
183.38
255.00
4 ' ' i"
17 .46'
C16
119.26
255.00
57!I"L.11
.1 '
C17
2.52
375.00
'
C1$
33.96
20.00
4 '4 '
'
C19
119.67
236.88
"W
11 .4 '
C20
55.77
184.80
'1 '*
C21
62.31
184.80
7"
'
C22
31.42
20.00
1"W
'
C23
84.74
175.00
N 4' "W
'
C24
448.51
525.00
'4 "W
4 4. '
C25
141.35
51.00
S1
'
C26
76.22
51.00
N47' 4' "
'
C27
43.53
35-00
N4 '13' "
4 .7 '
C28
64.29
475.00
N '4 '
4. 4'
C29
1 125.38
475.00
'i "
C30
130.71
475.00
' 3' "W
1 '
C31
2078.
475.00
N '4 ' "W
.7 '
C32
103.35
225.00
7 '11'4 "
.44'
C33
31.42
20.00
44'46' "
'
C34
83'46
134.80
N1 '4 '11"
7'
C35
22.68
134.80
"
'
C36
144.92
286.88
N 1'
4 '
C37
33.96
20.00
1' 4"
'
C38
306.89
375.00
1' 7'
7.4 '
C39
109.24
375.00
S1 '44'
1 '
C40
27.55
35.00
11' '4 "W
4'
C41
44.42
50.00
'14' "W
4 .9 '
C42
47.29
50.00
44'1
'
C43
52.36
50.00
VX3545%
50.00,
C44
52.36
50.00
N1 '4
'
C45
39.36
50-00
N 7' 4"
'
C46
27.55
35.00
N ` 7'14"W
4'
C47
120.83
425.00
N1 ' 7"W
1 .4 '
C48
152.34
425.00
N 7' 74 "W
151.53 '
C49
27,70
20.00
N ' 1 "W
4'
C50
27.55
35.00
N '4
4'
C51
83.07
50.00
N '1 4"L
7 . 4'
C52
61.80
50.00
N 4' "W
7. 4'
C53
51.57
50.00
'40' 7"
4 1'
C54
39.36
50.00
'
C55
27.55
35.00
4' "W
4'
C56
31.06
20.00
S77'31"
'
C57
140.10
425.00
"1 "W
t .47'
C58
81.70
425.00
N 4'1 '
1. '
C59
252.04
205.00
4'3V4O7W
.47'
C60
117.67
205.00
_N
'44"
11 '
C61
48.75
255.00
N 4'17"
4 . '
C62
1 65.75
255.00
N 4'47 4"W
7'
C63
31.42
20.00
•4 '1
'
C64
27.46
51.00
7• "
7.1 '
C65
56.63
51.00
741'
.77'
C66
54,71
51,00
4
1 '
C67
80.80
51-00
1"w
7 1'
C68
8.31
35.00
"
'
C69
32.44
35.00
N ' 4'11" L
31. '
C70
5,51
225.00
S89-04-09"E
5.61'
LINE TABLE
LINE
LENGTH
BEARING
L1
12.94
S87'49' 4"
L2
13.2$
1 "I 7'44"
L3
22.33
S66'57'40"E
L4
28.49
N54'14'46"E
L5
12.34
N05`46'5 "E
L6
8.59
N 3' 5' 08"E
L7
26.02
N 1' 1'48"E
L8
29.69
N50'45'46"E
L9
44.28
N '11' "
L10
38.75
N55'18'49"E
L11
32.57
N76' 6' 1 "E
L12
29.45
N70' 3'44"E
L13
48.43
N76'56'02"E
L14
42.14
N70' 6'17"
Li
22.89
N 74'50' 19"E
L16
26.81
N "
L17
20.34
N74' 8'02"E
L18
58.89
'34' 6"
L19
28.81
9'44' 3"
L20
50.24
79' 9"
L21
126,81
N79' 5'09"E
L22
22.08
NOV250 "W
L23
18.43
N "
L24
30.26
N 86' 8' 43"E
L25
56.63
N 4' '43"
L26
9.11
N41'44'09"
L27
12.00
N7 ' ' 7"
L28
24.57
N71'54'17"
L29
108.66
N 3'14' 0"
L30
42.37
N '07"
L31
43.42
N 0' 9' 3"
L32
29.19
N '41' "
L33
11.21
S49'44'42"
L34
15.26
7 • `47"E
L35
31.55
5'19'4 "E
L36
10.73
N '4 ' 4"
L37
59.63
N31'5 '19"E
L38
27.39
N 1' '0 "E
L39
34.86
N 4. 8'07"
L40
39.93
N6 '44'31"E
L41
37.72
N74'31' 4"
L42
84.58
N51'31' 1"E
L43
49.65
75'4 '09"
L44
31.12
N 6'40'33"E
L45
69-21
N42' '05"E
L46
60.87
N 1' 5' 4"E
L47
12.93
N 4.44'01 "E
L48
50.91
N '44'01"
L49
90,00
N77'49'13"E
1-50
23,49
Ni • "
L51
31.71
N31'07'53"E
L52
36.48
N 1' 7' "
L53
49.79
N11' 4'15"W
L54
41,95
N11' 4'15"W
L55
15.87
N 7' „
L56
48.86
N p'13'01"E
L57
50.00
'46' "
L58
62.86
N00'13'01"E
L59
19,78
6 "W
L60
5,46
S6 '00' "W
L61
15.87
S07' "W
L62
34.04
S 9'46 9"
L63
50.00
N77'49'13"E
L64
80.00
N1 '1 '47"W
L65
58.44
S1 '5 "W
L66
48.37
S1 O'47"E.
L67
3.18
N77'49'13"E
L68
6,35
N77'4 '1 "
L69
38.54
S13' 'S "W
L70
34.04
N89'4 '59"W
L71
10.49'
'1 "
L72
7,85
S11'24'15"E
L73
7.53'
N56'40'33"E
I, GERALD V. GRANT, REGISTERED LAND SURVEYOR, NO, 1593.
CERTIFY THAT THIS PLAT IS OF A SURVEY THAT CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND.
OWNER/DEVELOPER:
GERALD V. GRANT-
REGISTERED LAND SURVEYOR NO. 1593
i
_
AUGUSTA DEVELOPERS, LLC
JOHNNY C. CRAVER
130 LAZY LANE
NC
S(7
x
PHOONE 45 663�222D
RIGHT IOF
WAY
FINAL SUBDIVISION FOR
50' TAPER
�S
NOTES:
I
(REQUIRED FOR W
SHOULDER
rr20
SHOULDER
DITCH
• " �
AUGUSTA
GREENS --
AS OF THE DATE OF THIS RECORDING, THE LOTS REPRESENTED ON THIS PLAT HAVE NOT BEEN
THE COUNTY HEALTH DEPARTMENT. UNTIL INSPECTED,
SIG HT I
LESS THAN 25')
��
1 /4 PER
FT. '�
�
INSPECTED OR APPROVED BY IREDELL
THERE IS NO ASSURANCE THAT A BUILDING PERMIT WILL BE ISSUED.
30
�'
1 PEFt FT.
sHILOH TOWNSHIP
IREDELL COUNTY
THERE IS A TEN FOOT DRAINAGE AND UTILITIES EASEMENT ACROSS THE FRONT, REAR, AND EACH
jRIAN
-rr 70�
z^� -R/W
R 30
5 �� ►��� r+
2'
r
• ► r'�►4 r�+',�
?
PIN NO: 3793-54-5909
DRAWN BY: SMS
SIDELINE OF EACH LOT. (SEE LOT 29)
STOPS
EXISTING ��
THE PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD AREA AS DETERMINED BY GRAPHIC PLOTTING
ROAD
DEED REF: 1628-190
DATE OF SURVEY 01-27-05
OF FLOOD MAP 370313 0150C, EFFECTIVE DATE JUNE 22, 1998.
LOCAL
RESIDENTIAL
THE LOTS IN THIS SUBDIVISION WILL BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS AND WATER BY
'-" "`- "�"-
- - -R/W
OF
DATEOFo9-os-0
WEST IREDELL WATER COMPANY.
RECOMMENDED
ROAD
CONNECTION
ROAD
s"
THE LOTS IN THIS SUBDIVISION ARE SUBJECT TO ANY EASEMENTS OR RIGHT OF WAYS OF RECORD
REVISED: 10-12-05
GRAPHIC SCALE
WHICH MAY EXIST ACROSS SAID PROPERTY.
NEW RESIDENTIAL
ROAD
OR RESIDENTIAL
7:
IRON PINS ARE SET AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED.
COLLECTOR ROAD
AND EXISTING STATE
2 SLOPE
LEVEELIN MAX
PAVEMENT,
1 1/2" OF 59.5A
r
100 0
50 100 200
2 1
n
THE SURVEYED PROPERTY DOES NOT LIE WITHIN THE U.S. DEPARTMENTS OF INTERIOR'S
MAINTAINED ROAD
ROLLING :
HILLY 1.5 1
p p STSC OR
NATIONAL REGISTER OF HISTORIC PLACES.
STONE: 6"
ABC
{ IN FEET )
1 inch = 100 ft.
THE SUBJECT PROPERTY & SURROUNDING PROPERTY IS ZONED: R-A.
PHASE TWO
NORTH CAROLINA
SCALE: 1 "=100'
DRAWING NO: 03701-FINALl
400
SHEET 1 OF 2
lIK48 PG72-73
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT
SHOWN HEREON HAS BEEN FOUND TO COMPLY
WITH THE SUBDIVISION REGULATIONS OF THE
COUNTY OF IREDELL, NORTH CAROLINA. I
FURTHER CERTIFY THAT ALL STREETS, UTILITIES,
AND OTHER REQUIRED IMPROVEMENTS HAVE
BEEN INSTALLED IN AN ACCEPTABLE MANNER
OR OF THE INSTALLATION OF THE REQUIRED
IMPROVEMENTS IN AN AMOUNT AND MANNER
SATISFACTORY TO THE COUNTY OF IREDELL
HAS BEEN RECEIVED, AND THAT THE FILING
FEE FOR THIS PLAT, IN THE AMOUNT OF
rl•_�QPw HAS BEEN PAID. THIS PLAT HAS
BEEN APPROVED BY THE SUBDIVISION
ADMINISTRATOR FOR RECORDING IN THE OFFICE
OF THE REGISTER OF DEEDS OF IREDELL
COUNTY.
� -x. a& -
SUBDIVISION ADMINISTRATOR
DATE
KNOW ALL MEN BY THESE PRESENTS, THAT
1 JOHN C. CRAVER HEREBY CERTIFY
THAT I AM THE OWNER OF THE PROPERTY
SHOWN ON THIS PLAT, THAT I HEREBY
ACKNOWLEDGE THIS PLAT, AND ALLOTMENT TO
BE MY FREE ACT AND DO HEREBY DEDICATE
TO PUBLIC USE ALL STREETS, ALLEYS,
EASEMENTS AND OTHER PUBLIC AREAS SHOWN
ON THIS PLAT. I FURTHER CERTIFY THAT
GERALD V. GRANT SURVEYED AND MADE THIS
PLAT AT MY DIRECTION, AND THAT THE ENTIRE
SUBDIVISION IS WITHIN THE BOUNDARIES OF A
TRACT CONVEYED TO ME BY A DEED RECORDED
IN DEED BOOK 628 __ , PAGE
I FURTHER CERTIFY THAT:
A. THERE ARE NO DEED RESTRICTIONS WHICH
WILL BE VIOLATED BY THE REQUESTED
SUBDIVISION; AND
B. THERE ARE NO GOVERNMENTAL REGULATIONS
OF ANY KIND, OTHER THAN THOSE FOR
WHICH A VARIANCE HAS BEEN APPLIED FOR
UNDER THE IREDELL COUNTY SUBDIVISION
ORDINANCE REGULATIONS, WHICH WILL BE
VIOLATED BY THE REQUESTED SUBDIVISION;
AND
C.I UNDERSTAND THAT ENFORCEMENT OF
DEED RESTRICTIONS AND ANY OTHER
CONTRACTUAL AGREEMENTS IS NOT THE
RESPONSIBILITY OF IREDELL COUNTY, WILL
NOT BE UNDERTAKEN BY IREDELL COUNTY,
AND 1S THE SOLE RESPONSIBILITY OF THE
PARTIES AFFECTED BY VIOLATION OF SUCH
DEED RESTRIUPM AND CONTRACTUAL
OWNER
AUGUS A DEVELOPERS ALLC
DATE
NORTH CAROLINA
IREDELL COUNTY
I, GAIL C. GRANT, A NOTARY PUBLIC OF THE
COUNTY AND STATE AFORESAID, CERTIFY THAT
JOHN C. CRAVER PERSONALLY CAME BEFORE ME
THIS DAY AND ACKNOWLEDGED THAT HE IS
MANAGER OF AUGUSTA DEVELOPERS, LLC AND
ACKNOWLEDGED, ON BEHALF OF AUGUSTA
DEVELOPERS, LLC, THE DUE EXECUTION OF THE
FOREGOING INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL, THIS
THE _ 12TH- DAY OF DECEMBLR. 2005.
OFFICIAL SEAL
Notary Public - North Carolina
County of Trader)
GAIL Ia GRANT--.
NOTARY PUBLIC
STATE OF NORTH CAROLINA, IREDELL COUNTY,
I, GERALD V. GRANT, CERTIFY THAT THIS PLAT
WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE RATIO OF PRECISION IS 1: LO.LO-OP_;'
THAT THE BOUNDARIES NOT SURVEYED ARE
SHOWN AS BROKEN LINES PLOTTED FROM
INFORMATION FOUND 1N BOOK _&___, PAGE
THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH GS. 47-30 AS
AMENDED.
WITNESS MY SIGNATURE, REGISTRATION
NUMBER, AND SEAL
THIS __ 1 2TH __ DAY OF _ DECEMBER -_-
A.D. 20 __05 ----- .
SURVEYOR,•►' .�4� stG. NO. L-1593
f'
a"
�e+rr 4yw
KESTLER SURVEYING, INC.
P.O. BOX 1793
STATESVILLE, NC 28687
PHONE: [phone]

VETTER - SANTUCCI
PROPERTIES, LLC E.R. GOBLE 1 LINDA G. BOGGS NCGS CM"
1237-988 232-226 "BUFFALO
NORTH CAROLINA ZONED: R-A 376-608, 001E-741 N-736,506.18
�4 v 348.43' TOTAL NATIONAL GOLF CLUB
ZONED: R-A t�E=1,393,926.67
7F4710' DRAINAGE do I 1 �� ELEV: 849.08
• 123,02' rOrr ZONED: R-A UTILITY EASEMENT
rn
_ Il� .
CAL EACH LOT ,�
NU#w
35' REAR MBSt \ _ 113.94= / . 1. N00.58'S1'E 1 m
' 1 _
ETIEm
7
LINDA G. 90GGS
33,298.35 S.F.
\ \ 1 I I 0 -� II 0 *0 �`' 0.764 AC. / / I 622-476, 001E-741 1
�;I e) $ I 1 0 �, 1 I \ \ / / 1 `�! ZONED: R-A
IIo III �p� I�}I �',® I1 �© 1 1 �� \- 1 1 1
w`e 140,$30.60 S.F. � I I N11 �3.233 AC. j '^ C> u} \ '_1�/\'vII c> -�' I n N 231.07' r
\ pp I I II II I I I 1 1 I ( �, I m r N00.58'38'E �1
1�, \ �� I I I II II I L� I I / \ a� Lv-- r.
r
I j5 sty, 1 I �3,• C4 \, ,LID
. .
IIL35�w -11 % 1 I ,_�
. �c '\ Tn I 1 I
ha \ I 35�FRON�� I r 4 ' I , � � 47' ,
ODo \ L —
• . r <� • r r C I #jam , ONG ® \ \ \ \ ¢:S� 1�4.�' 7' C ' CEO L N • = _ +' 379 �OµE53�TIC• 1 \
(149.961)
�86
It
pING
� I 69 yam\ \ l s• I � \ C' I s 0.56$ j r � r
37,508. 4 S.F.M85t
( , 1 ` ` f 79,gp•
f —
0.861 AC. 1 ;_ _ �: w
L__,------J ` \ C �� J �, �'I I 30,52 AC y rr 1 P r 55�4366
I 19 I +s 61 I ® I 0 701 I N I r G 3793- y �py}SING
S•F I lI% PINNMCtE LTO, i!1
331546 2 Ac I I 0:° �` 4,7�0' F. II 5 -
-----=-----� I 1 '�� 3 \y. `' ► I 0.770 1 _ 7•� Cn 1 2 �a S.F.
.-� cR 2337
0.568
r r J 1 Ln
0
CN .� VI _
I 38,005.19 S.F. I I;a I N f r f� I I L _ — — ` r Q5 I A. I "' ! ! ' 47 — �1 CD m- �3J 13 r
0.872 AC. I I 1 I ® f I I r _ _ I 250�0 s.F. I! I - 1 379��s5,�pustiNc 1
1 rDi I Yrl '' 26 0.6°3 AC• f �47 M f ' 'O N P4NN ROug Leo
1 - _ a I o_2 ao L___---____J �, til 1 I -� r c z
CC � ' f 1 �1`4 % cc S.F. �ii 183
1of 11 II 3,75"'"°AGF I I _-iJJJ r r 1a 11 I 24350-00 0 6� Ac• ,mil -' LYDIA LANE f
s.F
I 7, �` f N g ��ts• I I J — I I a.53 � � ._ �y t4� L- f
35,624.04 S.F. l 7,W 379 C 1 G7
0 /1' 1 D �© 1 r 11 II 1 _ -. r47 d` j ®g S.F• I I - �I �► 55"Oia~"G
I 0.81$ AC. / � --
P4N GROUP, [sl
1 n 1 ti t I f I I �-� +� � 22+43 L �� [, 9 1 D 12�s
L--------- -a l '� ` ! \ 1 r f 0 © I I r' 0515_AG_�J 1 ; 7 1 5(9 SY 1 z 1664= r v
11} --- .-I--- l 1 II ``1 ` I f `'�, I I © F 1 1� 7r_-� I ,9a S•F. e 24°.568 Ac --_� �Noy �
r / 1 I \ 1 I ' 1 125 0° s. 1 23,10°.0 l 1 �- cc CIO 1
JANICE P.`nDAGENHART I / / J a 1 !�, \� I Ir I 2$� 646 AC. I r I `+ I °.53° AG , 'k7,v --t �51 �� .
�
1463-959 �` / 1 1 {7 °� ` ` �4 I J © I r — 472 1 c� �
!o \ ' S.F • 1 55'3 S, LLC 1 . 1V
y� 1 "< 52.2o J ` - _ a II°GUg ai;aoR 1 -o
ZONED: R-A i 29,84 4 S.F. 1/ w I I \Ep 1 y 22, A Sri �!%
o.685 AC. I 1 \,r ff II - _,� . 47 15 Ac• _ _ F
L---; IS
� _-- -� � �.-r- � r ® F• I � r 1� 24o568°Ac' _J �
CC I I �� ! s�� I - 8� i'. - - I 100.00 _ �" Ee P.e. + k -- 'o
o I 1300® \, r — ►�Bsv — 42 s.F. I -� - - I � I 2�' o Ac � I 5 �c. �+ .� �
r - - - a I ! 1 8?0 J48 S� \� L 1 27 0.639 AC' J _ �G 4
I 1 1 c i 4 �� __ I r I. ® 5 F. I 1 r 47 — 3793-55pUs1`r 1 0 Cn
33,75 S.F. I �' I 1 \ e �ssprLllLID,
7, — J I 3° AC• 1 _— I r 6 S.F. 1®46
it i I 1 T!r I 795 I r `� r 28 03 AG 18g2-
0.775 AC. 1
FIST 0.64
I I m 1 1 ` 1 21 s.F. I I _ _,- ff ►►�''~
L _ _ — — J v / / c !� S • ' — J 0: I 29 p 6i a AC' II 35 r
— — —•-2M.0— — 1 cC \ �' , ' si3• IL ` 47' pR1�1E • cC 1 0
� b �esi — �c� �� z ue�• 1 �7 -
24,sss s.F.i I z4,7ss�0 S.F. I I 4r / <` - - - '1s • , ►west 35'1-
1 5' FR I 1 � I � a.5s9 AC. � ;� I 67 �
D ,� I 0.566 AC. I I I I Q 95�00 S F 1 / 7 !� _ r 3r 1 1 I y
r L---s---� L----� J I C. /�,�' / / 3a'� Ce2 _ 1
SE I o+� 1 1
Z 1 .1 G�� ? S00.13'01•W 19-01'\ \ f ` \ / / 7 _ _ 35 Fa I I 1 I I #4' tCl1
p „ �iuroM
MAXFU DRIVE c� 53, 9 1 ® 33'
r- - , . ... � � o5 3 r 1 2p, 8o / ' / / / I 1 '
35' FRONT MBSL� Cc C34 _ 1 I
J l 232 AC. / �~ r} \`{r. 2. 77� AC S. F / I n/ / I I I I 1 I ,. I ap0 1
fV01
CC C ,► q I I I I r 0.0 I15 -b
w m �8 / \ I .�l ti� / / 1 1 1'r 1 1
m I F_ uFR aa'MBFRs°�"T -1 s3 MBFrts0? 1 ,b` n Ity/UP A X ti I II I �, II^ 1 `� 1 11 I �' I Z n j
m I I I I I / \�, \ / �'�/ / �Ai I I N
// ;� /,�,y4/ 1 I I I So I I" 1 I 1 job. l
u' - I I I I I I I I I r/
O a I I I I I I I I I r— _ / i / '�/ / j/ N P I I(z)
�' I I / f - / I !a 1 / / / � g I + � I y ,a 1 � I I I I I , •���t' . �
� I I � I I � I I o -��° I I � / I � / / / $ � � I � I `•' `�' I I I ��'� �
j �' I �� I �, j� I N� I I °°� / // yam. // / \\// �N
D�® I I ��� I I nN� I I >� IJ I
I
II II II,' q oo
SIR1712 (Paved)
LEGEND: I 1 I I I I I I I, / G qbj / /\ I + - 5t
EIP -- EXISTING IRON PIN I I I I I I I % s� ` � � \ � � \ \ � � I � I ' �S' � � NE
�
IPS - IRON PIN SET I I I I I I I i 1 NC 7 © �33, J �' 2'y77r�L�OKE
3,910.65 S.F �R 5�
NTS - NOT TO SCALE I I J L- J L � / / I C�G�T \ 1.697 AC. R/W - RIGHT OF WAY I �--
MBSL - MINIMUM BUILDING SETBACK LINE�I I�-----------by �,
TP - TELEPHONE PEDESTAL G / I +� L. CAR �4 ti' rE
SP - SERVICE POLE I J `,y�`
4k,)
c `ii� .� S ry7'�1
SE - 1O'X70 SIGHT EASEMENT
so -------
'
SG - 22'X40' SIGN EASEMENT ` J 4'_
CC - CONTROL CORNER . 4' 'w �,53 I I 1 �ryr ----------
PP - POWER POLE
QQ - UNMARKED POINT
ED EXISTING DWELLINGMgSi I 1 11•�r4I ''S-s,5"����Co� I �k5r I 35 �,,�o`- I I I rI IgII5 I I I I I
/� _1,285 AC. '
AUGUSTA DEVELOPERS, S, LLC55,956,29 S.F. OWNER/DEVELOPER:
HYD PROPOSED FIRE HYDRANT 0 os z s a JOHNNY C. GRAVER
L. co -®I I \r 130 LAZY LANE
HOES()66
0 �� PHONE: 7043�2220 \ i I 1 I II I I II I I I I g® 1 �- FINAL SUBDIVISION FOR
�0'D I I tI l II II II II �
ROAD CHART
� I 1 1 1 1.- AUGUSTA GREENS PHASE TWO
\ I y� I zll O o I II � •�® I `� I � `�, I I I I - J ' �.�,�,'�
cn I L SHIRLEY L. CORNACCHIONE
\ I
.1 Ilt I n N II I I I I I J t3cc 1298-825
ZONED: R-A
� II II T II 11 I I
3} I 11 II 11 IL - - 1�mZLE s'
JAMES C. 30RS
11 g 11 SL
ZONED: R30 \ I I 1 LLB'
L — � SITE DATA:
T T R CT TO BE SUBDIVIDED — — -- —78 AlAC
ROAD NAME
R/W
PAVEMENT
TYPE
TITLEIST DRIVE
50'
20'
PUBLIC
TOP FLITE DRIVE
50'
18'
PUBLIC
BIG BERTHA DRIVE
50'
20'
PUBLIC
PING DRIVE
50'
18'
PUBLIC
MAXFLI DRIVE
50'
20'
PUBLIC
TAYLOR MADE DRIVE
50'
18'
PUBLIC
SPALDING DRIVE
50'
18'
PUBLIC
SHILOH TOWNSHIP IREDELL COUNTY NORTH CAROLINA
PIN NO: 3793-54-5909 DRAWN BY: SMS SCALE: 1 "=100'
DEED REF: 1628-190 DATE OF SURVEY 01-27-05 DRAWING NO: 03701-FINAL2
DATE OF
LA : 09-08-05
REVISED• 10-19-05
I'll
\
I UPI 1
ACREAGE IN 0 AL T A
LOTS
NOTE: REVISED: 10-12-05 GRAPHIC SCALE
---�,�Ts��os•3s'ss.
MINIMUM BUILDING SETBACK LINES:
TOTAL NUMBER
OF PARCELS CREATED: -- — —
— — — —67
y
I 5�$
�
ACREAGE IN
SMALLEST LOT:— — — — — — -- —
— — �.517 AC. (LOTS 23 & 24)
Gov a sv ioa xao 4oa
72i28- �.
FRONT------------------•-35 FEET
LINEAR FEET
IN NEW STREETS: — — �-- — — —
— — — -61 12.13 FEET
THE AUTHOR OF THIS PLAT HAS MADE EVERY EFFORT TO DETERMINE
r
� � �rIEr�
I �'
REAR-------------------35 FEET
ACREAGE IN
ROAD R/W — — — _ — T
— — — —8.143 AC.
THE MOST REASONABLE ALIGNMENT OF FRONT MINIMUM BUILDING
�
� L' �
FEET
SETBACK LINES AND SIDE LINE ABUTTING A STREET ON CORNER LOTS;
� GHARLES R. MOORE
I
S, R' S
SIDELINE ABUTTING STREET-----15
FEET
HOWEVER, THE OWNER OF A CORNER LOT MAY CHANGE THE FRONT
NCGS CM 662-888
VEGETATIVE BUFFER ------ 35 FEET
MINIMUM BUILDING SETBACK LINE AND THE SIDE LINE ABUTTING { IN FEET )
Z "VOLTS" ZONED: R-A
A STREET, AS LONG AS THE CHANGE COMPLIES WITH THE IREDELL 1 inch 100 !t.
ti N = 732,492.56
COUNTY ZONING ORDINANCE. SHEET 2 OF 2
tE E = 1,397,519,85
QEPARTMENT OF TRANSPORTAi MIN
DIVIS1014 OF HIGHWAYS
PROPOSED SUMVISION R;1":
STAir':)ARli;�Ic.
i21STk1CT EN ,1rIE[R
ilATE
I&KS qU,ilk
KESTLER SURVEYING, INC.
P.O. BOX 1793
STATESVILLE, NC 28687
PHONE: [phone]
A