HomeMy WebLinkAboutHPSC0309OWNER OF PROPERTY
STONE CROSS, LLC
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
TITLE REFERENCE
BEING A PORTION OF THAT
TRACT DESCRIBED IN
DEED BOOK 1435 PAGE 493
TAX PARCEL # 0515-30-4536.000
EPK 0 INTERSECTION
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
�36<
99.
CERTIFICATE OF OWNERSHIP AND DEDICATION
LINE
TABLE
TABLE
LINE
BEARING
DISTANCE
LINE I
BEARING
DISTANCE
L1
N32'54'51"E
92.88'
L106
S60'29'14"E
35.70'
L2
S4437'28"W
75.85'
L107
N5920'04"E
50.00'
L3
S58740'48"E
79.48'
1-108
N5TO7'18"E
53.87'
L4
N15*48'15"E
413.54'
L109
N70'38'33"E
113.20'
LS
515'47'39"W
199.53'
L110
S58'24'43"E
184.35'
L6
N40'12'33"E
573.37'
L111
529'31'24"E
588.40'
L7
S46'19'06"W
95.30'
L112
S48'59'54"W
627.39'
LB
S46'19'06"W
62.61'
1-113
N27-12'51 "E
80.09'
L9
S65'58'31 "W
68.62'
L114
N55'06'22'W
38.56'
L10
565'45'03"W
189.25'
L115
S21'52'44"E
125.04'
L11
N77 -17'07"E
50.88'
L116
S38'31'47"W
137.20'
L12
N76 -30'03"E
276.18'
L117
S69'27'02"E
108.98'
L13
N41'15'26"W
20.09'
L118
S38'09'06"W
26.79'
L14
541'15'26"E
79.60'
L119
N1T19'43"E
47.80'
L15
N63'52'53"E
109.52'
L120
N1T18'23"E
33.35'
L16
S83'23'31"E
53.11'
L121
NO5'18'02"W
42.64'
L17
N63'04'15"E
104.06'
L122
S65'1 7'27"W
152.03'
L18
§10'11'18"E
47,29'
L123
N11'14'59"W
97.10'
L19
§65'22'38"W
163.76'
L124
S80'35'46"W
66.33'
L20
N41'15'26"W
101.64'
L125
N89'06'59"W
49.74'
L21
S41'15'26"E
79.14'
L126
N1641'40"E
127.95'
L22
S63'1 3'53"W
159.95'
L127
S73'1 8'20"E
16.60'
L23
S41'15'26"E
84.08'
L128
S16'41'40"W
152.89'
L24
S58 -37'53-W
141.40'
L129
N73'18'20"W
50.00'
L25
N41'15'26"W
138.99'
L130
N7T18'20"W
70.00'
L26
S49'00'16"W
17.38'
L131
N7T18'20"W
80.00'
L27
S4842'54"W
2.12'
L132
N1641'40"E
122.89'
L28
N53'21'04"E
54.24'
L133
N16'41'40"E
70.00'
L29
N8906'01"E
77.03'
L134
S16'41'40"W
70.00'
L30
N6633'1 1"E
56.29'
L135
N73'18'20"W
202.47'
1-31
578'26'52"E
44.17'
1 -136S21
-21'54"W
56.64'
L32
S08'29'14"W
58.85'
1-137
520'07'01"W
70.13'
L33
S62'50'58"W
156.93'
L138
§73'18'20"E
206.65'
L34
§62'50'58"W
152.11'
L139
S16'41'40"W
68.92'
L35
S08'29'1 4"W
28.36'
1-140
N73 -29'47'W
213.55'
L36
S07'15'01"E
55.25'
L141
S22'21'52"W
71.06'
L37
§11'49'08"E
59.72'
L142
N28'42'42"E
36.99'
L38
N04!36'1 2"E
19.36'
L143
N10'32'04"E
55.62'
L39
S49'00'1 6"W
86.36'
L144
N08'22'43"W
27.05'
L40
N4WOO'16"E
50.51'
L145
N85'51'40"W
216.77'
L41
S0644'06"W
31.38'
L146
N06'04'01"W
116.09'
L42
N07'20'25"E
56.03'
L147
N81'46'28"E
208.58'
L43
N11'19'04"E
40.04'
L148
S1019'22"E
105.83'
L44
N26'02'30"W
31.92'
L149
S72'06'03"W
215.30'
L45
N44'24'40"E
32.33'
L150
1\155'06'22"W
73.27'
L46
N27'35'06"E
60.36'
Li51
N1608'26"E
132.89'
L47
N88'23'09"E
43.24'
L152
N73'1 8'20"W
18.13'
L48
S39'04'51"E
24.50'
L153
N73'18'20"W
52.06'
L49
S1T46'11"E
56.28'
L154
S26'39'34"W
131.39'
L50
S10'21'38"E
35.41'
1-155
N55 -06'22"W
87.90'
L51
S03'16'57"E
4.26'
L156
N55'06'22'W
13.47'
L52
S49'00'16"W
183.90'
L157
N55'06'22"W
70.60'
L53
N49 -00'16"E
196.43'
L158
S34'53'38"W
123.14'
L54
N49'0016"E
18.57'
L159
S3453'38"W
141.97'
L55
N55'06'22"W
150.42'
L160
576'24'01 "W
206.02'
L56
N1237'43"E
75.64'
L161
N68'00'51"W
119.98'
L57
S55'06'22"E
193.63'
1-162
S48'59'54"W
169.28'
L58
S24.50'41 "W
71.09'
L163
S48'59'54"W
162.84'
L59
N55'06'22"W
210.34'
L164
S1930'55"E
132.30'
L60
N34'53'38"E
6.19'
L165
S48'59'54W
56.31'
L61
S34'53'38"W
70.00'
Li 66
S48'59'54"W
72.18'
L62
S55'06'22"E
181.06'
L167
N55'06'22"W
118.54'
L63
N57'35'55"E
75.88'
1-168
N34 -53'38"E
135.25'
L64
N37 -57'41"E
70.10'
L169
N55'06'22"W
70.00'
L65
S55'06'22"E
177.30'
Ll 70
S34'53'38"W
129.08'
L66
S34'53'38"W
70.00'
L171
S34'53'38"W
70.00'
L67
N34'53'38"E
70.00'
L172
N55'06'22"W
170.95'
L68
S55'06'22"E
179.67'
L173
S34'53'38"W
70.00'
L69
§32'57'27"W
70.04'
L174
N34'53'38"E
11.94'
L70
N41'11'37"E
70.43'
L175
§55'06'22"E
153.36'
L71
§55'06'22"E
171.94'
L176
N48 -59'54"E
72.18'
L72
534'53'38"W
70.00'
L177
S48'59'54"W
87.59'
L73
N34'53'38"E
70.00'
L178
N48'45'53"W
136.06'
L74
N55'06'22"W
140.70'
L179
N48'59'54"E
88.23'
L75
S58'57'01"W
76.66'
L180
S4959'44"E
130.00'
L76
N39'19'56"E
70.21'
L181
N49'00'1 6"E
68.86'
L77
S55'06'22"E
135.26'
Li82
N40'59'44"W
130.01'
L78
S34'53'38"W
70.00'
1-183
N48 -59'54"E
70.00'
L79
N34'53'38"E
70.00'
L184
S48'59'54"W
70.00'
L80
N55'06'22"W
147.27'
L185
N4959'44"W
130.02'
L81
S25'09'22"W
71.02'
L186
N49'00'1 6"E
70.00'
L82
N1917'18"E
72.68'
L187
'§49'00'16"W
70.00'
L83
S55'06'22"E
164.30'
1-188
S40 -59'44"E
130.02'
L84
N34'5338"E
19.82'
L189
N48'59'54"E
70.00'
L85
N24'45'00"E
56.23'
L190
548'59'54"W
70.00'
L86
N2T19'07"E
14.58'
L191
N40'59'44'W
130.03'
L87
S73'1 1'09"E
159.94'
L192
N49'00'16"E
70.00'
L88
S16'41'40"W
68.96'
L193
S49'00'16"W
70.00'
L89
N73'18'20"W
171.49'
L194
S40'59'44"E
130.04'
L90
N0327'15"E
56.66'
L195
N48'59'54"E
70.00'
L91
N06'08'43"E
71.20'
L196
S48 -59'54"W
70.00'
L92
03-18'20"W
184.53'
L197
N40'59'44"W
130.05'
L93
516'41'40"W
70.00'
L198
S49'00'16"W
70.00'
L94
N1641'40"E
70.00'
L199
549'00'16"W
70.00'
L95
03'18'20"W
192.84'
L200
S40'59'44"E
130.05'
L96
S09'55'06"W
70.49'
L201
N48'59'54"E
70.00'
L97
N21 -4947"E
70.28'
L202
S48'59'54"W
70.00'
L98
873-18'20"E
186.55'
1-203
N40'59'44"W
130.06'
L99
516'41'40"W
70.00'
L204
N49'00'16"E
70.00'
L100
NI6'41'40"E
70.00'
L205
N49'00'16"E
70.00'
L101
N73'1 8'20"W
169.09'
L206
N48'59'52 "E
2.36'
L102
S30'42'10"W
72.15'
L207
S40 -59'44"E
130.07'
L103
N3T24'00"E
73.08'
L208
N4859'54"E
70.00'
L104
§73'18'20"E
140.63'
L209
S48'59'54"W
120.70'
L105
St6'41'40"W
6.43'
L210
N41'1 5'26"W
134.94'
EPK 0 INTERSECTION
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
�36<
99.
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
CURVE
TABLE
HAS BEEN GRANTED PRELIMINARY APPROVAL BY
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH CHORD BEARING
DELTA ANGLE
Ct
275.00'
99.90'
99.35'
N50'04'23"W
2948'53"
C2
275.00'
206.36'
201.56'
S1610'05"E
42'59'44"
C3
275.00'
64,15'
64.00'
S10'00'44"W
13'21'53"
C4
500.00'
107.51'
107.30'
N22'58'26"E
12'19'10"
C5
500.00'
50.27'
50.25'
N32'00'49"E
5'45'37"
C6
475.00'
64.01'
63.96'
S38'45'15"W
7'43'14"
C7
475.00'
52.98'
52.95'
S45'48'34"W
6'23'24"
C8
30.00'
49.83'
44.29'
N83'24'57"W
95'09'33"
C9
475.00'
70.39'
70.33'
N31'35'27"W
8'29'28"
C10
475.00'
16.23'
16.23'
N26'21'58"W
1'57'30"
C11
25.00'
22.54'
21.78'
N00'26'29"E
51'39'25"
C12
50.06'
45.93'
44.33'
N00'02142"W
52'37'48"
C13
50.00'
69.29'
63.88'
N66'03'44"W
79'24'16"
C14
50.00'
67.53'
62.52'
535'32'30"W
7723'15"
C15
50.00'
58.29'
55.05'
S36'33'01 "E
6647'46"
C16
25.00'
17.98'
17.60'
549'20'35"E
41'12'38"
C17
25.00'
1.74'
1.74'
N26'44'22"W
3'59'47"
C18
525.00'
68.40'
68.35'
S28'28'26"E
7'27'55"
C19
525.00'
42.65'
42.64'
S34!32'01 "E
4'39'16"
C20
30.00'
44.96'
40.87'
506'04'19"W
85'51'55"
C21
25.00'
12.02'
11.91'
S62'47'02"W
27'33'32"
C22
50.00'
106.23'
87.35'
515'41'51"W
121°43'55"
C23
50.00'
130.28'
96.43'
S60'1 Vl 4"W
149'17'19"
C24
1 25.00'
27.57'
26.19'
N17*08'14"E
63'11'18"
C25
525.00'
1.14'
1.14'
N48'56'33"E
0'07'27"
C26
525.00'
70.05'
70.00'
N45'03'28"E
7'38'42"
C27
525.00'
58.11'
58.08'
N38'03'53"E
6'20'29"
C28
25.00'
57.50'
45.64'
S7Wl2'51"E
131'47'03"
C29
50.00'
31.48'
30.96
S31'21'33"E
36'04'28"
C30
50.00'
41.11'
39.97'
572'57'12"E
4TO6'50"
C31
50.00'
43.06'
41.75'
N58'48'56"E
49'20'53"
C32
50.00'
41.66'
40.47'
N10*16'15"E
4T44'29"
C33
50.00'
41.20'
40.05'
N37'1 2'28"W
47* 12'58"
C34
50.00'
31.48'
30.96'
N78'51'10"W
36'04'28"
C35
25.00'
57.50'
45.64'
N30'59'53"W
131'47'03"
C36
6327.76'
12.68'
12.68'
N32'1 0'59"E
0'06'53"
C37
6327.76'
80.16'
80.16'
N31'45'46"E
0'43'33"
C38
30.00'
42.85'
39.30'
N65'46'25"E
81'50'31"
C39
25.00'
21.03'
20.41'
549'12'38"E
48'11'23"
C40
50.00'
32.07'
31.52'
S43'29'24"E
36'44'55"
C41
50.00'
41.69'
40.49'
S85'44'59"E
4T46'15"
C42
50.00'
43.47'
42.12'
N45'27'25"E
49'48'56"
C43
50.00'
41.15'
40.00'
NO3'01'44"W
47'09'23"
C44
50.00'
43.26'
41.92'
N51'23'29"W
49'34'07"
C45
50.00'
39.55'
38.53'
S81 -09'53"W
45'19'11"
C46
25.00'
21.03'
20.41'
S8735'59"W
48'11'23"
C47
30.00'
47.12'
42.43'
N28'18'20"W
90'00'00"
C48
325.00'
70.14'
70.00'
510'19'16"W
12'21'53"
49
325.00'
70.14'70.00'
SOT02'36"E
12'21'53"
50
4151
32500'
70.12'
69.99'
S14'24'25"E
12'21'44"
325.00'
108.21'
107.72'
N30'07'37"W
19'04'40"
EPK 0 INTERSECTION
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
�36<
99.
DESIGNED USING THE COMPATIBILITY DESIG C
21. BOUNDARY SURVEY WAS PROVIDED BY GREEN LAND SURVEYING, PLLC.
22. WETLAND SURVEY TAKEN FROM WITHERS AND RAVENEL WETLAND SURVEY.
e
e
SN e SOUTH CENTRAL WATER SEWER
TONE CROSS SUBDIVISIODISTRICT OF HARNETT COUNTY
SECTION III PHASE I \ O DIS
MAP ij 2014 - 319 DISTRICT 20' EASEMENT
\ j \e e / MAP BOOK 2010 PAGE 787
STONE CROSS SUBDIVISION
SECTION III PHASE 1 \ LOT 17 009
\
MAP 2014 -319 \ PSE1
<70 - �l�jP%SSE�7� EDGE OF USACOE
/ •\ r SLS LOT 7\QNA
� 6 0 WETLAND LINE
,\\,.,20.00' UTILITY
1 EASEMENT 1
�ry 'Z• � , 149 / � 1
DRAINAG
/ / \ OPEN SPACE EASEMENE\ \ / / ��� \\ \\ ' 20.00' UTILITY
/ "WETLANDS" ` 18 \ \ ' 1
NT
LOT 3 \ 60.4 S c Feet \
� 4' CONCRETE �, 0.42 Acres �
EDGE OF USACOE SIDEWALKn 8 1 �
/ WETLAND LINE I 1
/ PROPOSED
8" WATER LINE
6 C104 19
�'� / A � � 18o�486Pnr eeel
20.00' DRAINAGE 1094a Sq. Fees T 1-1` _I
/ EASEMENT (' % o.zs a e• 0 I j
20708 Sq. Feet I I o-1,
0.4
8 Mree 1
/
12447 35q. Fee
et
LOT 40R C\ 029 M..� PROPOSED
'd-
/ ( J ^ ' / \\L9� o rn 0 8" SEWER LINE
211
14776 Sq. Feet )
/ / ( 132]9 Sq. Feet % 0.34 acres
\ 0.30 Mree
SOUTH CENTRAL WATER SEWER OPEN SPACE
DISTRICT OF HARNETT COUNTY ee \ wET ANo4"
DISTRICT 20' EASEMENT 132083Sq. Feet J 1431g2Sq. Feet \
MAP BOOK 2010 PAGE 787 20.00' DRAINAGE 070 M9 0.33 Aare•
EASEMENT \ /,,_ EDGE OF USACOE / / WETLAND LINE
/ "� \ •'�., 35 \ 130.31 .Feat )
1 \ \ \ \ 1 12461 Sq. Feet 1 0.31 Peres
0.29 Mree ^ ,
�^ \ O L124
/ \ /
\v/ 24 1-125
�j I Q3( 11438 Sq Feet / /120JP 5q. Feat / / -- j
-/ 0.26 Acres 976 sq. Fee 25 ' N 20.00' DRAINAGE
47 ; �}N o.z3 Psr,• / 1]]88 Sq. Feet L' EASEMENT
LOT 43R 0.41 ares
v; \ \��/ / PROPOSED
J r ( SIDEWALK (TYP.) p WATERLINEi
\ ham\T 3S83265qPea/CSJC"/ /C 45 1;CO
Wo0.30 Acres
/ NITF CT irq
32 \ ¢ r
/ 10951 Sq. Feet y� 27 �)
0.25 Acrea \) 53 i� �P wI 120.2 sq. Feet
\ \ I LOT 44 r / ti ASF 2 ^ 9222 31
Sq. Feet ' / 9C7f
IJ 59 QS � 0.21 Pero V O G 9
,\ 9889 Sq. Feet F /\/Vr-1 \/) C41 (\/
LOT 46\ �6 ( 0.[23�Mroa j�024015q. Fee[ 9408 Sq. Feet
\ / \� / S 0.24 Pre 0.22
20.00' DRAINAGE 11�' 96M Sq. z9
STONE CROSS SUBDIVISION( EASEMENT \ 0885 Sq. Fee py\JAS 14549 Sq. Feet LOT 38
SECTION II PHASE I \ \: 0.25 Mrea\\ A qq4 s/ oa3 e
/ MAP i// 2006 - 1141 O /� \ 57 �F
1002 Sq. Feet / d
LOT 47 ` j \ �4 9425 q ree j y/ a �s
16064
0.37 Mro.
1 C3 PROPOSED
\ f �° LOT 48 // z0m sq. Feae\ 4 O 2" WATERLINE A P
/ \ ' � / fv </ °.628 Acrae
000 //\\ \ 42
LOT 9 a / \ \4\\ �ti C2a:s% rONF�r i L
LOT 29
6 220.00'EASEMDRAINAGE Q r 202e reaBB �45 U cli 6oi8 Sq. Feet �61
NT
10210 Sq. Fa
F\� \ / 6^"f � /�
1204J sq. / C30
\ 0.29 Mree Fee C30029
\ J LOT 50 r 9423 Mrea
\ \\ 112 S Mc Feet
0. \ /
\ \ G 0.28 roe
13899 Sq. Feet\\ /j 44 '6o, ] 14413 Sq. Feet
/ �.4_ ^ •..'V// / 0.33 Mre•
LOT 51 < \ `\
\ �\ EDGE OF USACOE \ 140.33 46 LOT 28
/ 0.33 M. �/ \
/ \ WETLAND LINE 1 /\ z0.2 sq. Feet \/
^� / 0.29 Mroe (O
_ 1 \ LOT 52 c ^6
5 \ /
12095 Sq. Feet `4
6
0.28 M. 11351Sq. F.
Gry / ` \�0.26 M'e.
OPEN SPACE
/ / I LOT 53 19 'WETLANDS' ChD ^ 1121846q. Fee\ �1O LOT 19 /
1-47 20.00' DRAINA ry0/ \ 0.26 Acm \ 1
r. rEASEMENT Q{ G
/ 119 0 . Al G y(/ ae e 11
LOT 55 LOT 54 / -11 \ 10472 Sq. Fee
V3p o l31 v , f y , �W(' 0.24 Mr..jp-
\ i
1-11 L29 \ A o g p / \ to 50
• � 1-12 72 M 91Sq. Feet
Sq. Feet ^. / ]5 �6 \ .21 Acre.
17305 0.40 Z. z (• ^\/A 180510.41 Sq. Fee �T �.'` \
P Mree
PROPOSED ( 20.00' DRAINAGE
6" WATER LINE EASEMENT T �� 5 / 910164q. Feet y
'� 1y L7 LOT 18
20.00' UTILITY V^ , A � � /may/ o \t. 3q. Fee! p,
EASEMENT U) 73
n "ole Sq. Fed � J,� � (jo�z1 Acre.
19159 Sq. Fee! \ 2� N N/ •� { /\ \, 9102 Sq. Feet 9 PINE RIDGE ESTATES
\ a." Mr1� p / -_I / \ 0.21 Mree
p G CPLAT CABINET 2 SLIDE 396
20.00' DRAINAGE e3 \'
20.00' DRAINAGE
]p \ As EASEMENT �\ 9102 Sc. Feet p EASEMENT
11450 °6 �A ..eeet % ! Q 74 / \
/\\ 11788 Sq. Feet / 0.21 Mrea \ ^\9
\ 0.27 Mrea<Sq.
LOT 9
/ 01 i /\ 9103 Sq. Feet
�7 / 69 / \ �) 0.21 Mree
/ 1140 \ Sq. Feet 9.26 Mre. O C8 / 20.00' DRAINAGE
�s \€ASEMENT R/W R/W
91 es Feet � .�96 \, �, 50' RIGHT OF WAY
88 0..227 M
\ N \ Sq. ree ., --
V ```(((Ill
11017 Sq. Feet B6 2.5'
0.25 &.. 9104 Sq. Feet \ 10.5' SHOULDER CUR
\ , • 0.21 Mree
\ 67 \ 3•
BBC ENTERPRISES <2d V �\ 1, 0.21�Acree""t \� p� WELL LOT r 1 "/FlD.B. 1490, PG. 443y�
P.I.N.: 0514-29-3128
�p9
r
G �S
OPEN SPACE EDGE OF USACOE
Com, WETLAND LINE
�p O°
`ry LOT 5
LEGEND
O COMPUTED POINT
0 NEW IRON ROD
LOT LINES
- -SETBACK LINES
- - - - - - - - - UTILITY/ DRAINAGE EASEMEN'
----S-S---- - EXISTING 8" SEWER
• PROPOSED 8" SEWER MAIN
W PROPOSED WATER MAIN
FIRE HYDRANT
j STREET LIGHT
EXISTING WETLANDS
2.5' 6'
Sil
24' PAVEMENT CURB-§HOU
1/4" / FT SLOPE1/4" / FT SLOPE 1 /�
6" AGGREGATE 2-1/2" S-9.513
BASE COURSE SURFACE COURSE S
TYPICAL ROAD SECTION I
TR ET TREES
1. ONE (1) DECIDUOUS TREE PER EVERY 50 LF OF STREET.
2. MIN. 2" CALIPER AND 6' HEIGHT AT PLANTING.
3. TREES SHALL BE STAGGERED ON BOTH SIDES OF THE RIGHT-OF-WAY
AND PLANTED 5'-10' OUTSIDE OF RIGHT-OF-WAY.
4. SPECIES: SCARLET OAK, OVERCUP OAK, AUTUMN FLAME MAPLE,
CHINESE ELM, OR APPROVED EQUAL.
SURVEYOR:
JEFFREY L. GREEN
LICENCE NO. L-3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
SITE DEVELOPMENT DATA:
JURISDICTION: HARNETT COUNTY
ZONING: RA -20R
DEED BOOK: 1435, PG. 493
P.I.N. f. 0515-30-4536
RIVER BASIN:
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
ANDERSON CREEK
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE
HAS BEEN GRANTED PRELIMINARY APPROVAL BY
PROPOSED USE:
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS
THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD
28.31 ACRES
LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT
PURSUANT TO THE REGULATIONS SET FORTH BY
MIN. LOT SIZE REQUIRED:
COUNTY, NORTH CAROLINA AND THAT WE HEREBY ADOPT
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
70'
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT,
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
MIN. LOT SIZE:
ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
50'
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND
IN THE HARNE17 COUNTY OFFICE OF REGISTER OF
AREA IN LOTS:
OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
0.20 Ac
AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE
8.26 Ac
LF OF STREETS:
PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE
STONE CHASE WAY
2,;
ALL SANITARY SEWER AND WATER LINES TO THE COUN
DEVELOPMENT REVIEW BOARD CHAIRMAN
LIMESTONE CT. (PRIVA
OF HARNETT. �J 1�---x�
DATE
210 LF
9-1 -- (s'
3,313 LF
LF OF PUBLIC SEWER:
DATE OWNER
AVERAGE SEWER FLOW (360 GPD/UNIT):
TOTAL (57 UNITS): 20,520 GPD
STONE CROSS, UC
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
NOTES:
1.
THERE ARE NO GRID MONUMENTS LOCATED WITHIN 2000' OF THIS PROPERTY.
2.
SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAY, STREETS, AND ASSESSMENTS,
IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE
OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
PRESCRIPTIVE USE.
3.
SANITARY SEWER AND WATER TO BE PROVIDED BY HARNE17 COUNTY.
4.
TOTAL LOTS: 57 - PHASE 2 and 3 = TOTAL AREA = 16.55 ACRES
5.
AREA BY COORDINATE COMPUTATION.
6.
SETBACKS ARE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE.
Front=20', Side=5', Rear -15', Corner=15' and Minimum Lot Width=70'.
7.
PARCEL IS IN FLOOD ZONE- "X", FIRM PANEL NO. 3720050600 J, EFFECTIVE
DATE OCTOBER 3, 2006.
8.
EXISTING ZONING CLASSIFICATION - RA 20R
9.
STREET RIGHT-OF-WAY WIDTH: 50% TOTAL LINEAR FEET - 2,646.87'
10.
SETBACKS ARE TO BE DETERMINED USING THE HARNETT COUNTY ZONING ORDINANCE FOR PLANNED UNIT DEVELOPMENT
AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
11.
COMBINED GRID FACTOR a 0.999868142
12.
LAND USE PLAN CLASSIFICATION IS LOW DENSITY RESIDENTIAL,
13.
A CERTIFIED SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED
PRIOR TO SLAB CONSTRUCTION.
14.
THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE AND MAY BE SUBJECT TO
MILITARY TRAINING ACTIVITIES.
15.
THERE WILL BE NO DISTURBANCE IN THE WETLANDS.
16.
FIRE HYDRANTS ARE TO BE INSTALLED NO FURTHER THAN 500' FROM THE
CENTER OF ANY LOT FOR PHASE 1.
17.
ALL UTILITY EASEMENTS AND OPEN SPACE ARE THE RESPONSIBILITY OF THE
PROPERTY OWNERS ASSOCIATION.
18.
OVERHILLS ROAD IS ON THE NCDOT THOROUGHFARE PLAN.
19.
STREET LIGHTS ARE TO 13E INSTALLED NO MORE THAN 300' APART.
20.
MINIMUM OPEN SPACE FOR THIS PROJECT IS 20% TOTAL AREA AND WAS
N ONCEPT"
DESIGNED USING THE COMPATIBILITY DESIG C
21. BOUNDARY SURVEY WAS PROVIDED BY GREEN LAND SURVEYING, PLLC.
22. WETLAND SURVEY TAKEN FROM WITHERS AND RAVENEL WETLAND SURVEY.
e
e
SN e SOUTH CENTRAL WATER SEWER
TONE CROSS SUBDIVISIODISTRICT OF HARNETT COUNTY
SECTION III PHASE I \ O DIS
MAP ij 2014 - 319 DISTRICT 20' EASEMENT
\ j \e e / MAP BOOK 2010 PAGE 787
STONE CROSS SUBDIVISION
SECTION III PHASE 1 \ LOT 17 009
\
MAP 2014 -319 \ PSE1
<70 - �l�jP%SSE�7� EDGE OF USACOE
/ •\ r SLS LOT 7\QNA
� 6 0 WETLAND LINE
,\\,.,20.00' UTILITY
1 EASEMENT 1
�ry 'Z• � , 149 / � 1
DRAINAG
/ / \ OPEN SPACE EASEMENE\ \ / / ��� \\ \\ ' 20.00' UTILITY
/ "WETLANDS" ` 18 \ \ ' 1
NT
LOT 3 \ 60.4 S c Feet \
� 4' CONCRETE �, 0.42 Acres �
EDGE OF USACOE SIDEWALKn 8 1 �
/ WETLAND LINE I 1
/ PROPOSED
8" WATER LINE
6 C104 19
�'� / A � � 18o�486Pnr eeel
20.00' DRAINAGE 1094a Sq. Fees T 1-1` _I
/ EASEMENT (' % o.zs a e• 0 I j
20708 Sq. Feet I I o-1,
0.4
8 Mree 1
/
12447 35q. Fee
et
LOT 40R C\ 029 M..� PROPOSED
'd-
/ ( J ^ ' / \\L9� o rn 0 8" SEWER LINE
211
14776 Sq. Feet )
/ / ( 132]9 Sq. Feet % 0.34 acres
\ 0.30 Mree
SOUTH CENTRAL WATER SEWER OPEN SPACE
DISTRICT OF HARNETT COUNTY ee \ wET ANo4"
DISTRICT 20' EASEMENT 132083Sq. Feet J 1431g2Sq. Feet \
MAP BOOK 2010 PAGE 787 20.00' DRAINAGE 070 M9 0.33 Aare•
EASEMENT \ /,,_ EDGE OF USACOE / / WETLAND LINE
/ "� \ •'�., 35 \ 130.31 .Feat )
1 \ \ \ \ 1 12461 Sq. Feet 1 0.31 Peres
0.29 Mree ^ ,
�^ \ O L124
/ \ /
\v/ 24 1-125
�j I Q3( 11438 Sq Feet / /120JP 5q. Feat / / -- j
-/ 0.26 Acres 976 sq. Fee 25 ' N 20.00' DRAINAGE
47 ; �}N o.z3 Psr,• / 1]]88 Sq. Feet L' EASEMENT
LOT 43R 0.41 ares
v; \ \��/ / PROPOSED
J r ( SIDEWALK (TYP.) p WATERLINEi
\ ham\T 3S83265qPea/CSJC"/ /C 45 1;CO
Wo0.30 Acres
/ NITF CT irq
32 \ ¢ r
/ 10951 Sq. Feet y� 27 �)
0.25 Acrea \) 53 i� �P wI 120.2 sq. Feet
\ \ I LOT 44 r / ti ASF 2 ^ 9222 31
Sq. Feet ' / 9C7f
IJ 59 QS � 0.21 Pero V O G 9
,\ 9889 Sq. Feet F /\/Vr-1 \/) C41 (\/
LOT 46\ �6 ( 0.[23�Mroa j�024015q. Fee[ 9408 Sq. Feet
\ / \� / S 0.24 Pre 0.22
20.00' DRAINAGE 11�' 96M Sq. z9
STONE CROSS SUBDIVISION( EASEMENT \ 0885 Sq. Fee py\JAS 14549 Sq. Feet LOT 38
SECTION II PHASE I \ \: 0.25 Mrea\\ A qq4 s/ oa3 e
/ MAP i// 2006 - 1141 O /� \ 57 �F
1002 Sq. Feet / d
LOT 47 ` j \ �4 9425 q ree j y/ a �s
16064
0.37 Mro.
1 C3 PROPOSED
\ f �° LOT 48 // z0m sq. Feae\ 4 O 2" WATERLINE A P
/ \ ' � / fv </ °.628 Acrae
000 //\\ \ 42
LOT 9 a / \ \4\\ �ti C2a:s% rONF�r i L
LOT 29
6 220.00'EASEMDRAINAGE Q r 202e reaBB �45 U cli 6oi8 Sq. Feet �61
NT
10210 Sq. Fa
F\� \ / 6^"f � /�
1204J sq. / C30
\ 0.29 Mree Fee C30029
\ J LOT 50 r 9423 Mrea
\ \\ 112 S Mc Feet
0. \ /
\ \ G 0.28 roe
13899 Sq. Feet\\ /j 44 '6o, ] 14413 Sq. Feet
/ �.4_ ^ •..'V// / 0.33 Mre•
LOT 51 < \ `\
\ �\ EDGE OF USACOE \ 140.33 46 LOT 28
/ 0.33 M. �/ \
/ \ WETLAND LINE 1 /\ z0.2 sq. Feet \/
^� / 0.29 Mroe (O
_ 1 \ LOT 52 c ^6
5 \ /
12095 Sq. Feet `4
6
0.28 M. 11351Sq. F.
Gry / ` \�0.26 M'e.
OPEN SPACE
/ / I LOT 53 19 'WETLANDS' ChD ^ 1121846q. Fee\ �1O LOT 19 /
1-47 20.00' DRAINA ry0/ \ 0.26 Acm \ 1
r. rEASEMENT Q{ G
/ 119 0 . Al G y(/ ae e 11
LOT 55 LOT 54 / -11 \ 10472 Sq. Fee
V3p o l31 v , f y , �W(' 0.24 Mr..jp-
\ i
1-11 L29 \ A o g p / \ to 50
• � 1-12 72 M 91Sq. Feet
Sq. Feet ^. / ]5 �6 \ .21 Acre.
17305 0.40 Z. z (• ^\/A 180510.41 Sq. Fee �T �.'` \
P Mree
PROPOSED ( 20.00' DRAINAGE
6" WATER LINE EASEMENT T �� 5 / 910164q. Feet y
'� 1y L7 LOT 18
20.00' UTILITY V^ , A � � /may/ o \t. 3q. Fee! p,
EASEMENT U) 73
n "ole Sq. Fed � J,� � (jo�z1 Acre.
19159 Sq. Fee! \ 2� N N/ •� { /\ \, 9102 Sq. Feet 9 PINE RIDGE ESTATES
\ a." Mr1� p / -_I / \ 0.21 Mree
p G CPLAT CABINET 2 SLIDE 396
20.00' DRAINAGE e3 \'
20.00' DRAINAGE
]p \ As EASEMENT �\ 9102 Sc. Feet p EASEMENT
11450 °6 �A ..eeet % ! Q 74 / \
/\\ 11788 Sq. Feet / 0.21 Mrea \ ^\9
\ 0.27 Mrea<Sq.
LOT 9
/ 01 i /\ 9103 Sq. Feet
�7 / 69 / \ �) 0.21 Mree
/ 1140 \ Sq. Feet 9.26 Mre. O C8 / 20.00' DRAINAGE
�s \€ASEMENT R/W R/W
91 es Feet � .�96 \, �, 50' RIGHT OF WAY
88 0..227 M
\ N \ Sq. ree ., --
V ```(((Ill
11017 Sq. Feet B6 2.5'
0.25 &.. 9104 Sq. Feet \ 10.5' SHOULDER CUR
\ , • 0.21 Mree
\ 67 \ 3•
BBC ENTERPRISES <2d V �\ 1, 0.21�Acree""t \� p� WELL LOT r 1 "/FlD.B. 1490, PG. 443y�
P.I.N.: 0514-29-3128
�p9
r
G �S
OPEN SPACE EDGE OF USACOE
Com, WETLAND LINE
�p O°
`ry LOT 5
LEGEND
O COMPUTED POINT
0 NEW IRON ROD
LOT LINES
- -SETBACK LINES
- - - - - - - - - UTILITY/ DRAINAGE EASEMEN'
----S-S---- - EXISTING 8" SEWER
• PROPOSED 8" SEWER MAIN
W PROPOSED WATER MAIN
FIRE HYDRANT
j STREET LIGHT
EXISTING WETLANDS
2.5' 6'
Sil
24' PAVEMENT CURB-§HOU
1/4" / FT SLOPE1/4" / FT SLOPE 1 /�
6" AGGREGATE 2-1/2" S-9.513
BASE COURSE SURFACE COURSE S
TYPICAL ROAD SECTION I
TR ET TREES
1. ONE (1) DECIDUOUS TREE PER EVERY 50 LF OF STREET.
2. MIN. 2" CALIPER AND 6' HEIGHT AT PLANTING.
3. TREES SHALL BE STAGGERED ON BOTH SIDES OF THE RIGHT-OF-WAY
AND PLANTED 5'-10' OUTSIDE OF RIGHT-OF-WAY.
4. SPECIES: SCARLET OAK, OVERCUP OAK, AUTUMN FLAME MAPLE,
CHINESE ELM, OR APPROVED EQUAL.
SURVEYOR:
JEFFREY L. GREEN
LICENCE NO. L-3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
SITE DEVELOPMENT DATA:
JURISDICTION: HARNETT COUNTY
ZONING: RA -20R
DEED BOOK: 1435, PG. 493
P.I.N. f. 0515-30-4536
RIVER BASIN:
CAPE FEAR
TOWNSHIP:
ANDERSON CREEK
PROPERTY OWNER:
STONE CROSS LLC
PROPOSED USE:
RESIDENTIAL
TOTAL TRACT ACREAGE:
28.31 ACRES
NO. OF LOTS
57
MIN. LOT SIZE REQUIRED:
9,000 SF
MIN. LOT WIDTH:
70'
(AT BUILDING SETBACK)
MIN. LOT SIZE:
9,000 SF
STREET R/W WIDTH:
50'
AREA IN R/W:
3.49 Ac
AREA IN LOTS:
16.55 Ac
AREA IN OTHER:
0.20 Ac
AREA IN WETLANDS:
8.26 Ac
LF OF STREETS:
STONE CHASE WAY
2,;
GRANITE CT. (PRIVATERIVATE)
8 LF
LIMESTONE CT. (PRIVA
100 LF
STONE QUARRY bRIVEFRRIVATE)
210 LF
LF OF PUBLIC WATERLINE:
3,313 LF
LF OF PUBLIC SEWER:
2,607 LF
AVERAGE SEWER FLOW (360 GPD/UNIT):
TOTAL (57 UNITS): 20,520 GPD
ACG SPRING LAKE LLC
D.B. 3286, PG. 612
P.I.N.: 0515-50-7444
LOT 48
LOT 39 /
PINE RIDGE ESTATES
PLAT CABINET 2 SLIDE 396
I, JEFFREY L. GREEN, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM A SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION REFERENCES
AS SHOWN); THAT THE BOUNDARIES NOT SURVEY€$ ARE
CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
(REFERENCES AS SHOWN; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1: 10.000+ ; THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY QWINAL SIGNATURE LICENSE NUMBER AND
S/EAALL�,�JTHISJL - DAY OF-SLM $CA.D., 2015.
PROIFESWAV LAND SURVEYOR r..�"� CA F2OPa''•.,
L-3972
LICENSE NUMBER ;Z
S -
�+ O0z
A
N0 SUR��%Q,�
,PREY L. G
I, JEFFREY L. GREEN, PROFESSIONAL LAND SURVEYOR, NO.
L-3972, CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S.
47-30(f)(1 1):
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATE PARCELS OF LAND.
DATESURVR !��
DATE - L
0
N
00
- Q
z
CD
z
PRELIMINARY SUBDIVISION MAP
ABC 1:1 STONE CROSS
SECTION III: PHASE 2 & 3
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' SEPTEMBER, 2015
100' 0 50' 100' 200'