HomeMy WebLinkAboutmapOWNER 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 O INTERSECTION %
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
RTIFICATE OF OWNERSHIP AND DEDICATION
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS
LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT
COUNTY, NORTH CAROLINA ANP THAT WE HEREBY ADOPT
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT,
ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND
OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE
PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE
ALL SANITARY SEWER AND WATER LINES TO THE COUNTY
OF HARNETT.
10 -14 -IS
DATE OWNER
STONE CROSS, LLC
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED PREUMINARY APPROVAL BY
THE HARNE17 COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN
nere
NOTES:
1. THERE ARE NO GRID MONUMENTS LOCAIED WITHIN 2000' OF THIS PROPERTY.
2. SUBJECT TO ALL EASEMENTS, RIGHT -0I -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 HARNETT COUNTY.
4. TOTAL LOTS: 58 - 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 COMPATIBILITY CONCEPT.
AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
11. COMBINED GRID FACTOR = 0.999868142
12. LAND USE PLAN CLASSIFICATION IS COMPACT MIXED USE.
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 PHASES 2 OR 3.
17. ALL UTILITY EASEMENTS, DRAINAGE 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 BE INSTALLED NO MORE THAN 300' APART.
20. MINIMUM OPEN SPACE FOR THIS PROJECT IS 207 TOTAL AREA AND WAS
DESIGNED USING THE "COMPATIBILITY DESIGN CONCEPT"
21. BOUNDARY SURVEY WAS PROVIDED BY GREEN LAND SURVEYING, PLLC.
22. WETLAND SURVEY TAKEN FROM WITHERS AND RAVENEL WETLAND SURVEY.
\
STONE CROSS SUBDIVISION\ SOUTH CENTRAL WATER SEWER
SECTION III PHASE I \ \ DISTRICT OF HARNETT COUNTY
MAP 2014 - 319 , / \ DISTRICT 20' EASEMENT
MAP BOOK 2010 PAGE 787
STONE CROSS SUBDIVISION
SECTION III PHASE 1 \ LOT 17 009
MAP J/ 2014 - 319 \ Sg �
(TO $ 1?�\Af SE (77 EDGE OF USACOE
/ •\ * -0 LOT 7 6 \�10///Q\A O WETLAND LINE
* N 1 20.00' UTILITY \� /
���EASEMENT
> i
/ \ DRAINAGE \ \ 20.00' UTILITY
OPEN SPACE EASEMENI L ' 18 \ EASEMENT
/ LOT 'wErLANDs" 18481 Sq. Feet \ \ 1
0.42 Acre.
/ 4' CONCRETE �\ 15' HC PUD \
EDGE OF USACOE SIDEWALK o ACC SS EASEMENT_
/ WETLAND LINE
/ 15' HC PUD
/ ACCESS EASEMEN \ 95531 Sq. Fee 1D \ 0 ), OPOSED 0.45 Acres
L_
LINE I
pp
20.00' DRAINAGE V l 10944389. Feet/ EASEMENT o.xs Anree V I
SITE DEVELOPMENT DATA:
LINE TABLE
CURVE
LINE
@FARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N3254'51"E
92.88'
L106
56929'14"E
35.70'
L2
S44'3728"W
75.85'
L107
N50'20'04"E
50.00'
L3
858'40'48"E
79.48'
L108
N52'07'18"E
53.87'
L4
15'48'1 5"E
413.54'
L109
N70°38'33"E
113.20'
L5
815'4739"W
199.53'
L110
S58'24'43"E
184.35'
L6
W4 12'33"E
573.37'
L111
529'31'24"E
588.40'
L7
§46'19'06"W
95.30'
L112
S48'59'54"W
627.39'
L8
§46'19'06"W
62.61'
L113
N2712'51"E
80.09'
1_9
865°58'31"W
68.62'
L114
N55'06'22'W
38.56'
L10
86545'03"W
189.25'
L115
S21'52'44"E
125.04'
L11
If 17
50.88'
1116
538'3147"W
137.20'
L12
N76'30'03"E
276.18'
L117
S69°27'02"E
108.98'
L13
N41'1526"W
20.09'
L118
S38'09'06"W
26.79'
L14
S411526"E
79.60'
L119
N17'19'43"E
47.80'
L15
N635253"E
109.52'
L125
N12 -18'23"E
33.35'
L16
§83'2331"E
53.11'
L121
N05"18'02"W
42.64'
L17
N63'04'15"E
104.06'
L122
S65'17'27"W
152.03'
L18
810'11'18"E
47,29'
L123
N11 -14'59"W
97.10'
L19
S65'2238W
163.76'
L124
S80'35'46"W
66.33'
L20
N41'15'26"W
101.64'
L125
N89'06'59'W
49.74'
L21
§41'15'26"E
79.14'
L126
N16'4V40"E
127.95'
L22
S63 -13'53"W
159.95'
L127
S73'18'20"E
16.60'
L23
S41'15'26 "E
84.08'
L128
516'41'40"W
152.89'
L24
5583753"W
141.40'
L129
N73'1 8'20"W
50.00'
L25
N41'15'26"W
138.99'
L130
N73'l8'20"W
70.00'
L26
S49'0016"W
17.38'
L131
N73'l8'20"W
80.00'
L27
S48'4254"W
2.12'
L132
N16'41'40"E
122.89'
L28
N53'2104E
54.24'
L133
N16'41'40"E
70.00'
L29
R80'06'01"E
77.03'
L134
S16'41'40"W
70.00'
L30
N6833'11"E
56.29'
L135
N73'18'20"W
202.47'
L31
§78'26'52"E
44.17'
L136
S21'21'54"W
56.64'
L32
§0829'14"W
58,85'
L137
S20-07'01 -W
70.13'
L33
§62'50'58"W
156.93'
L138
S73'18'20"E
206.65'
L34
S62'50'58"W
152.11'
L139
S16'41'40"W
68.92'
L35
S08'29'14"W
28.36'
L140
N73'29'47'W
213.55'
1_36
S0715'01"E
55.25'
L141
S22'15'42"W
71.05'
L37
511'49'08"E
59.72'
L142
N28'42'42"E
36.99'
L38
N04'36'12"E
19.36'
L143
N10'32'04"E
55.62'
L39
§49'0016"W
86.36'
L144
N08'22'43"W
27.05'
L40
N49'00'16"E
50.51'
L145
N85'51'40"W
216.77'
L41
§0844'06"W
31.38'
L146
N06°04'01"W
116.09'
L42
N0720'25"E
56.03'
L147
N81'46'28"E
208.58'
L43
N11*19'04"E
40.04'
L148
S10'19'22"E
105.83'
L44
N26'02'30"W
31.92'
L149
§72'06'03"W
215.30'
L45
N44°2e40"E
32.33'
L150
N55'06'22'W
73.27'
L46
N2735'06"E
60.36'
L151
N18'08'26"E
132.89'
L47
F188-23 09"E
43.24
L152
N731820"W
18.13
L48
539'04'51"E
24.50'
L153
N73'l8'20"W
52.06'
L49
51746'11"E
56.28'
L154
S26'39'34"W
131.39'
L50
810'21'38"E
35.41'
L155
N55 -06-22"W
87.90'
L51
§03'1657"E
4.26'
L156
N55'06'22"W
13.47'
L52
§49'0016W
183.90'
1157
N55 -06'22 "W
70.60'
L53
N49'00'16"E
196.43'
L158
§34'5338"W
123.14'
L54
N49'00'16"E
18.57'
L159
S34'53'38"W
141,97'
L55
N55°06'22"W
150.42'
L160
§76'24'01"W
206.02'
L56
NI 2-37'43-E
75.64'
L161
N68'00'51"W
119.98'
L57
555'06'22"E
193.63'
L162
S4659'54"W
169.28'
L58
524°50'41 "W
71.09'
L163
548'59'54"W
162.84'
L59
N55'OW22"W
210.34'
L164
Sl 0'30'55-E
132.30'
L60
N34'5338"E
6.19'
L165
S48'59'54"W
56.31'
L61
S34'5338W
70.00'
L166
S48'59'54"W
72.18'
L62
555'06'22"E
181.06'
L167
N55'O6'22"W
118.54'
L63
N573555"E
75.88'
L168
N34'53'38"E
135.25'
L64
N3757'41 "E
70.10'
L169N55'O6'22"W
70,00'
L65
S55'OW22"E
177.30'
L170
S34°53'38"W
129.08'
L66
S34°5338"W
70.00'
L171
S34°53'38"W
70.00'
L67
N34'5338"E
70.00'
L172
N55'06'22"W
170.95'
L68
S55706'22"E
179.67'
L173
534'53'38"W
70.00'
L69
S3275727"W
70.04'
L174
N34°53'38"E
11.94'
L70
N41'1 V37"E
70.43'
L175
855'0622"E
153.36'
L71
S55706'22"E
171,94'
L176
N48'59'54"E
72.18'
L72
§34'5338"W
70.00'
L177
S4659'54W
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
85857'01"W
76.66'
L180
S40'59'44"E
130.00'
L76
N39'19'56"E
70.21'
L181
N49°00'16"E
68.86'
L77
§55'06'22"E
135.26'
7182
N40'59'44"W
130.01'
L78
S34'53'38%W
70.00'
L183
N48'59'54"E
70.00'
L79
N34°5338"E
70.00'
L184
848'89'84"W
70.00'
LBO
N55'06'22"W
147.27'
7185
N40'59'44"W
130.2'
L81
§25'09'22"W
71.02'
L186
N49'00'16"E
70.00'
L82
N19'l7'l8"E
72.68'
L187
S49'00'16"W
70.00'
L83
S55'O6'22"E
164.30'
L188
S40'59'44"E
130.02'
L84
N34'5338"E
19.82'
L189
N48'5954"E
70.00'
L85 N2
445'00"E
56.23'
1190
S48'59'54"W
70.00'
L86 N22'19'07"E
14.58'
L191
N40'59'44"W
130.03'
L87
S73'l1'09"E
159.94'
L192
N49'0O'l6"E
70.00'
L88
§16'41'40"W
68.96'
L193
S49°0016"W
70.00'
L89
fl 8'20"W
171.49'
L194
§40'5944"E
130.04'
L90
NO3'27'15"E
56.66'
L195
N48'59'54"E
70.00'
L91
N06'0843E
71.20'
L196
548'59'54"W
70.00'
L92
03'l8'20"W
184.53'
L197
N40'59'44"W
130.05'
L93
816'41'40"W
70.00'
L198
S49'00'l6"W
70.00'
L94
N164V40"E
70.00'
L199
849'00'16"W
70.00'
L95
N73'1820"W
192.84'
L200
S40'59'44"E
130.05'
L96
§09'55'06"W
70.49'
L201
N48'59'54"E
70.00'
L97
__W2 1'4947"E
70.28'
L202
S48'59'54W
70.00'
L98S7318'20"E
186.55'
L20.3
N40°5944W
130.06'
L99
516'41'40"W
70.00'
L204
N49'00'16"E
70.00'
L100
N1641'40"E
70.00'
L205
N49'00'16"E
70.00'
L101
N73'18'20"W
169.09'
L206
N48'59'52"E
2.36'
L102
S30'42'1O"W
72.15'
L207
S40'59'44"E
130.07'
L103
0324'00"E
73.08'
L208
N48'5954"E
70.00'
L104
573'18'20"E
140.63'
L209
S4859'54"W
120.70'
L105
S16'41'40"W
6.43'
L210
N41'15'26"W
134.94'
EPK O INTERSECTION %
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
RTIFICATE OF OWNERSHIP AND DEDICATION
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS
LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT
COUNTY, NORTH CAROLINA ANP THAT WE HEREBY ADOPT
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT,
ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND
OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE
PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE
ALL SANITARY SEWER AND WATER LINES TO THE COUNTY
OF HARNETT.
10 -14 -IS
DATE OWNER
STONE CROSS, LLC
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED PREUMINARY APPROVAL BY
THE HARNE17 COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN
nere
NOTES:
1. THERE ARE NO GRID MONUMENTS LOCAIED WITHIN 2000' OF THIS PROPERTY.
2. SUBJECT TO ALL EASEMENTS, RIGHT -0I -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 HARNETT COUNTY.
4. TOTAL LOTS: 58 - 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 COMPATIBILITY CONCEPT.
AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
11. COMBINED GRID FACTOR = 0.999868142
12. LAND USE PLAN CLASSIFICATION IS COMPACT MIXED USE.
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 PHASES 2 OR 3.
17. ALL UTILITY EASEMENTS, DRAINAGE 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 BE INSTALLED NO MORE THAN 300' APART.
20. MINIMUM OPEN SPACE FOR THIS PROJECT IS 207 TOTAL AREA AND WAS
DESIGNED USING THE "COMPATIBILITY DESIGN CONCEPT"
21. BOUNDARY SURVEY WAS PROVIDED BY GREEN LAND SURVEYING, PLLC.
22. WETLAND SURVEY TAKEN FROM WITHERS AND RAVENEL WETLAND SURVEY.
\
STONE CROSS SUBDIVISION\ SOUTH CENTRAL WATER SEWER
SECTION III PHASE I \ \ DISTRICT OF HARNETT COUNTY
MAP 2014 - 319 , / \ DISTRICT 20' EASEMENT
MAP BOOK 2010 PAGE 787
STONE CROSS SUBDIVISION
SECTION III PHASE 1 \ LOT 17 009
MAP J/ 2014 - 319 \ Sg �
(TO $ 1?�\Af SE (77 EDGE OF USACOE
/ •\ * -0 LOT 7 6 \�10///Q\A O WETLAND LINE
* N 1 20.00' UTILITY \� /
���EASEMENT
> i
/ \ DRAINAGE \ \ 20.00' UTILITY
OPEN SPACE EASEMENI L ' 18 \ EASEMENT
/ LOT 'wErLANDs" 18481 Sq. Feet \ \ 1
0.42 Acre.
/ 4' CONCRETE �\ 15' HC PUD \
EDGE OF USACOE SIDEWALK o ACC SS EASEMENT_
/ WETLAND LINE
/ 15' HC PUD
/ ACCESS EASEMEN \ 95531 Sq. Fee 1D \ 0 ), OPOSED 0.45 Acres
L_
LINE I
pp
20.00' DRAINAGE V l 10944389. Feet/ EASEMENT o.xs Anree V I
SITE DEVELOPMENT DATA:
JURISDICTION:
CURVE
TABLE
RA -20R
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH CHORD BEARING
DELTA ANGLE
Cl
275.00'
99.90'
99.35'
N50'04'23"W
20'48'53"
C2
275.00'
206.36'
201.56'
518'10'05"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"
C4A
500.00'
1.04'
1.04'
N16°45'15"E
0'07'10"
C5
500.00'
50.27'
50.25'
N32'00'49"E
5'45'37"
C6
475.00'
64.01'
63.96'
538'45'15"W
743'14"
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
9509'33"
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
50.00'
45.93'
44.33'
N00°02'42"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'
S35'32'30"W
7723'15"
C15
50.00'
58.29'
55.05'
536'33'01"E
6647'46"
C16
25.00'
17.98'
17.60'
§49'20'35"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'
528'28'26"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'
S06'04'19"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'
§15'41'51"W
121-43-55-
C23
50.00'
130.28'
96.43'
860°11'14"W
149-17'19-
C24
25.00'
27.57'
26.19'
N1T08'l4"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'
S79'l2'51"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
4706'50"
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
47'44'29"
C33
50.00'
41.20'
40.05'
N37'12'28"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'
N32'10'59"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'
S49'l2'38"E
48'11'23"
C40
1 50.00'
32.07'
31.52'
543'29'24"E
36'44'55"
C41
1 50.00'
41.69'
40.49'
885'44'89"E
4746'15"
C42
50.00'
43.47'
42.12'
N45'27'25"E
49'48'56"
C43
50.00'
41.15'
40.00'
NO3'Ol'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'
S8T35'59"W
4611'23"
C47
30.00'
47.12'
42,43'
N28'18'20"W
90100'00"
C48
325.00'
70.14'
70.00'
S10'19'l6"W
12°21'53"
C48A
325.00'
1.08'
1.08'
S1635'57"W
011'28"
C49
1 325.00'
70.14'
70.00'
S02'02'36"E
1 12'21'53"
C50
325.00'
70.12'
69.99'
S14°24'25"E
12'21'44"
C51
325.00'
1 108.21'
107.72'
N30'07'37"W
19'04'40"
EPK O INTERSECTION %
CENTERLINE OF
STONE CROSS DRIVE k
STONE CHASE WAY
RTIFICATE OF OWNERSHIP AND DEDICATION
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE
PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS
LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT
COUNTY, NORTH CAROLINA ANP THAT WE HEREBY ADOPT
THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT,
ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND
OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE
AS NOTED. ALL STREETS SHOWN HEREON ARE TO BE
PRIVATELY MAINTAINED. FURTHERMORE, I HEREBY DEDICATE
ALL SANITARY SEWER AND WATER LINES TO THE COUNTY
OF HARNETT.
10 -14 -IS
DATE OWNER
STONE CROSS, LLC
BY: DAVID N. LEVINSON - PRES.
125 WHISPERING PINES DRIVE
SPRING LAKE, N.C. 28390
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON
HAS BEEN GRANTED PREUMINARY APPROVAL BY
THE HARNE17 COUNTY DEVELOPMENT REVIEW BOARD
PURSUANT TO THE REGULATIONS SET FORTH BY
E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE
MARSHAL, PLANNING, AND PUBLIC UTILITIES OF
HARNETT COUNTY, N.C., SUBJECT TO RECORDATION
IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN
nere
NOTES:
1. THERE ARE NO GRID MONUMENTS LOCAIED WITHIN 2000' OF THIS PROPERTY.
2. SUBJECT TO ALL EASEMENTS, RIGHT -0I -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 HARNETT COUNTY.
4. TOTAL LOTS: 58 - 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 COMPATIBILITY CONCEPT.
AND MAY VARY ACCORDINGLY. SETBACKS MAY INCREASE BASED UPON ARCHITECTURAL REVIEW.
11. COMBINED GRID FACTOR = 0.999868142
12. LAND USE PLAN CLASSIFICATION IS COMPACT MIXED USE.
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 PHASES 2 OR 3.
17. ALL UTILITY EASEMENTS, DRAINAGE 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 BE INSTALLED NO MORE THAN 300' APART.
20. MINIMUM OPEN SPACE FOR THIS PROJECT IS 207 TOTAL AREA AND WAS
DESIGNED USING THE "COMPATIBILITY DESIGN CONCEPT"
21. BOUNDARY SURVEY WAS PROVIDED BY GREEN LAND SURVEYING, PLLC.
22. WETLAND SURVEY TAKEN FROM WITHERS AND RAVENEL WETLAND SURVEY.
\
STONE CROSS SUBDIVISION\ SOUTH CENTRAL WATER SEWER
SECTION III PHASE I \ \ DISTRICT OF HARNETT COUNTY
MAP 2014 - 319 , / \ DISTRICT 20' EASEMENT
MAP BOOK 2010 PAGE 787
STONE CROSS SUBDIVISION
SECTION III PHASE 1 \ LOT 17 009
MAP J/ 2014 - 319 \ Sg �
(TO $ 1?�\Af SE (77 EDGE OF USACOE
/ •\ * -0 LOT 7 6 \�10///Q\A O WETLAND LINE
* N 1 20.00' UTILITY \� /
���EASEMENT
> i
/ \ DRAINAGE \ \ 20.00' UTILITY
OPEN SPACE EASEMENI L ' 18 \ EASEMENT
/ LOT 'wErLANDs" 18481 Sq. Feet \ \ 1
0.42 Acre.
/ 4' CONCRETE �\ 15' HC PUD \
EDGE OF USACOE SIDEWALK o ACC SS EASEMENT_
/ WETLAND LINE
/ 15' HC PUD
/ ACCESS EASEMEN \ 95531 Sq. Fee 1D \ 0 ), OPOSED 0.45 Acres
L_
LINE I
pp
20.00' DRAINAGE V l 10944389. Feet/ EASEMENT o.xs Anree V I
RIVER BASIN:
SITE DEVELOPMENT DATA:
JURISDICTION:
HARNETT COUNTY
ZONING:
RA -20R
DEED BOOK:
1435, PG. 493
P.I.N. Ak
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
58
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
OPEN SPACE:
27 Ac
AREA IN WETLANDS:
7.50 Ac)
LF OF STREETS:
STONE CHASE WAY (PUBLIC)
2,158 LF
GRANITE CT. PUBLIC)
178 LF
LIMESTONE C . (PUBLIC
100 LF
STONE QUARRY TRINE PUBLIC)
210 LF
LF OF PUBLIC WATERLINE:
3,313 LF
LF OF PUSUC SEWER:
2,607 LF
AVERAGE SEWER FLOW (380 GPD/UNIT):
TOTAL (58 UNITS): 20,880 GPD
` 20708 Sq. Feet
3o.4a An
44re, yrr 1 >
\ 1 / 127et
59. Fe \
LOT 40R �\ 0.29 A ree \ ) PROPOSED
�9� $' m 48A 0 A 8' SEWER LINE
/,(\ /\] 2
14776Sq. Feet
V
132793 Sq.. Feet / 0.34 Ac. /
0.30 Acre.
,\ \ J / /�
SOUTH CENTRAL WATER SEWER G9S rn \ v L OPEN SPACE/
/ DISTRICT OF HARNETT COUNTY c. 35 \/ wE wos'
DISTRICT 20' EASEMENT 13208 sq. Feet Z z2 q. Feet
\ / MAP BOOK 2010 PAGE 787 20.00' DRAINAGE 0.30 acre. ti 4319 s
\/ 0.33 Pnroe
EASEMENT < / J L "^ EDGE OF USACOE
*k9 1%, ' o A3 +z2 / / f WETLAND LINE
rW
36 V / 13656]Sq. Feet
12461 Sq. Feet a' m /�/ .,45`1 0.3 Acre.0.
/ �.- •,` \ / \L629 M.
/ rn / O UIa
\� \�// h �� L125 -�''11
11438 Sq. Feet / /12038x59. Feet / 1 1
0.28 Pcrea
V( 0.26 Acres O 1��976i�1. Fee 26 N 20.00 DRAINAGE
r.� CO N 0.23 Wee((j / 17786 Sq. Feet r' EASEMENT
LOT 43R v"A` 81\ c4A �N 0.41 Acre.
/
/ r t SIDEWALK (TYP.) \/ J
\ n
('y/r 13285 Sq Feet s LtZ9 �(,AJ
///
0.30 Acre.G O A\ / A
� �VL 1
27
Wo
2" WATERLINE ED 1�
39 \/ DRLn R� CS 2" WATERLINE a
10951 Sq. Feet $ A 27
/ /\ ,[q_AOQ28 Acre° L 153 h W 120.2 5q. Feet O
.,, / 0.28 Acres
%\
LOT 44 ^ 9222 Sq. Fee
5 / \90x0
j9889 S 9 q. Feat F C41
\ ap I 0.23 Aar°.
3 JO 940925 Fee
/ / \ LOT 46 \ j / \ S ( �°0.z24 r;eB�/ 0.22 aJn.
/ /`
/ `• 9858 sq Feet
20.00' DRAINAGE I�/\ 0.22 Acres 40 29
\ / \ STONE CROSS SUBDIVISION EASEMENT \ 0885 Sq. Fee /\ oy�(ys 07J t , LOT 38
SECTION 11 PHASE I r \ /^P / 0.z5 ncro. / °SygSP J�me
MAP # 2006 - 1141 p / \ 61 v ASF <
1 10942 Sq. Feet / ,
LOT 47 \ \(ppoac
�.zs ne \/>
18064 37 Feet
0.Acne
1 6 62 \ \ /� C3 ROPOSED
\��� \ LOT 48\(o°2esi� a'a\ V (/y 4 0�2" WATERLINE
/j � s�
LOT 49 - a / 2494559. Feet wry. SRS h T N 16432429. Fea
20.00' DRAINAGE o r �� AO (3' M
EASEMENT 4a.z9 Anrep \ 0 SO V 0.3e aero.
\ 0.29 Acme
LOT 50 C \ \� / 0.23 Acres �/ 0.283tree /
(\ \(1`0210 59. Fee 11154 Sq. Feet
\ G
13899559. Feet \ \,� / �� / 44 oaf
14413 Sq. feet
^\ ^ V 0.33 Acro.
LOT 51
T �\ EDGE OF USACOE ro 14198 Sq. F.A48
\/ LOT 28
0.33 Acre.
\ 122 Bq. F. \
\ WETLAND U 0.
NE 1 � � ' 'h � 0.ze Acro. \/
_77- a 1 LOT 52 : 67 4
/ \/
12095 Sq. Feet \) \ Fee
40.28 Acres / 11351Sq. Fe16
/%2B Acres
/ OPEN SPACE / ri 8
LOT 53 L9 'WETLANDS* hlk \ 11216 Sq. Few N ro LOT 19
\ V
>_47 ro 0.268 An 20.00' DRAIN. Gry / \
/ I �,O!� t EASEMENT
LOT 55 LOT 54 l31 v�� r y zP`'� 01 \ 10o 4'A Feet \�
11 O L29 (N a4i' C�) 0 50 \ /
coea
'' GG0 //�\< 9100 Sq. Feet \/) /1aJ
I 7]305 0.405g7im Feet M �9 1 051 keFeetp W �'� 1 Acre°
`12
DRAINE 4k
6"R WATER S AGJ r P1 5
EASEMENT �' $� / < 9101Sq. Feet
0.21 Acro. /
o L76 �� c/3 j / I d ry / 52 �^ LOT 18 /
'
!/x / 20.00 UTILITY V 70 91st Sq. Fee OF
EASEMENT 11494 Sq. Feet ;♦ -I,� / �. (>o.z1 Am.
O s 0,26 Ac•e° t VVV \/
\
19159 Sq. Fee J y� }' NS A/ 1 Irit 'S `, 9102.889. F\ PINE RIDGE ESTATES
! \0.44 Acres ..,1 // �9 / \ ° t1 Acre. 0°j
g/ ��> v v ` \> PLAT CABINET 2 SLIDE 396
20.00' DRAINAGE5r ` 20.00' DRAINAGE
/ 74 \017A �7- < EASEMENT ^\ 91025Sq. Feet EASEMENT
11450
Sq. %% > O \ 69 / 19 / \ 0.21 Pea
0.28 AcreePen
a0.28 9q. Feel 19
oz] Aere.�/� 9 LOT 9
\
/1;3ai /\<19103 Sq. Fev! y
]J 1 / \ 0.21 Acres
/ 11408 Sq. Fee
\
0.28 Acre �E C8 / ' / -EAINAGE
SEMEN6 \
O F
f 103 Sq. Feet IV \\
12 0.21 kre.
\ 110.25 SA5
cr . Al 910 Sq e
0.21 Acmer 58
/\)
`/ < S
BBC ENTERPRISES �y V \\ 91 q. Fee WELL LOT /
i 0..22 51 Acne /
D.B.1490, PG. 443
P.LN.: 0514-29-3128 1 \
OPENSPACEEDGE OF USACOE
\oj A WETLAND LINE
O �O
LOT 5
X/
50' RIGHT OF WAY
2.5'
SHOULDER CUR 24' PAVEMENT
1"/Fr 1/4" / FT SLOPE 1 1/4" / FT SLOPE
/
6'
LOT 29
\-6" AGGREGATE I `2-1/2" S -9.5B
BASE COURSE SURFACE COURSE S-9.58
TYPICAL ROAD SECTION
ABC 1.1
STREET TREES
1. ONE (1) DECIDUOUS TREE PER EVERY 50 LF OF STREET.
LEGEND 2. MIN. 2" CALIPER AND 6' HEIGHT AT PLANTING.
3. TREES SHALL BE STAGGERED ON BOTH SIDES OF THE RIGHT -OT -WAY
O COMPUTED POINT AND PLANTED 5'-10' OUTSIDE OF RIGHT-OF-WAY.
Q NEW IRON ROD 4. SPECIES: SCARLET OAK, OVERCUP OAK, AUTUMN FLAME MAPLE,
LOT LINES CHINESE ELM, OR APPROVED EQUAL.
-
- SETBACK LINES
- - - - - -
- - - UTILITY/ DRAINAGE EASEMENT
-
EXISTING 8" SEWER
PROPOSED 8" SEWER MAIN
•
- W
PROPOSED WATER MAIN
--
FIRE HYDRANT
j
STREET LIGHT
EXISTING WETLANDS
SURVEYOR:
JEFFREY L. GREEN
LICENCE NO. L-3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, N.C. 27242
(910) 975-2306
ACG SPRING LAKE LLC
D.B. 3286, PG. 612
P.I.N.: 0515-50-7444
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 SURVEYED 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 O�INAL SIGNATURE�, LI�LCENSE NUMBER AND
SEAL THIS DAY A.D., 2012.
X4.14,
PROfEStVAU1 LAND SURVEYOR+°N,eCAFieO4pa
L-3972 Q� fgS--- z
LICENSE NUMBER
2
✓ ` do sur:voe �4
°mac "
I, JEFFREY L. GREEN, PROFESSIONAL LAND SURVEYOR, NO.
L-3972, CERTIFY TO THE FOLLOWING AS REQUIRED IN G.S.
47-30(f)(11):
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN
ORDINANCE THAT REGULATES PARCELS OF LAND.
'L -
SURVEYO
DATE i C
I CD
N
00
Z
11 CD
U
Z
PRELIMINARY SUBDIVISION MAP
STONE CROSS
SECTION III; PHASE 2 & 3
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY NORTH CAROLINA
SCALE 1" = 100' SEPTEMBER, 2015
loo' 0 50' loo' 200'
Revision 10-13-15