SW6201004_Plan (Prop Site)_20210427

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VICINITY MAP N
TS
BUILDING SETBACK
REQUIREMENTS
A) FRONT YARD SETBACK: 30 FT
B) SIDE YARD SETBACK: 10 FT
C) REAR YARD SETBACK: 30 FT
D) SIDE YARD CORNER LOT: 15 FT
ZONING AREA
ZONING: RA-8
ENGINEERS:
DOUBLE D ENGINEERING, PLLC
150 S. PAGE STREET
SOUTHERN PINES, NC 28387
[phone]
SURVEYOR:
JEFFREY L GREEN, PLS
LICENSE # 3972
5322 BIG OAK CHURCH ROAD
EAGLE SPRINGS, NC 27242
(910) 673-•-2055
OWNERS:
JEFFERY ROY HENDRIX
JERRY ROBERT HENDRIX
DONNA HENDRIX
RYAN HENDRIX
ERIKA HENDRIX
2235 PHILLIPI CHURCH ROAD
RAEFORD, NC 28376
PROPERTY INFORMATION:
DEED BOOK 1126, PAGE 941
PROPERTY 45.2714 ACRES
PROPOSED 73 LOTS
PROPERTY ZONED R-8
SMALLEST LOT 7390 SF
OPEN SPACE REQUIRED 9.254 AC (10%)
OPEN SPACE PROVIDED 22.227 (49.09%)
8" GRAVITY SEWER
PHASE 1 = 3,067 LF WATER MAINS
MAINS
PHASE 1 - 3,574 LF +/-
PHASE 1 ROADS
OSPREY LANE 1,312 LF
HORNET DRIVE 1,233 LF
VIPER COURT 787 LF
LEDGEBROOK LANE 180 LF
TOTAL 3512 LF
IMPERVIOUS AREA
PRE•--DEVELOPEMENT
TOTAL AREA = 1,778,589.41 SF
EXISTING IMPERVIOUS AREA = 0.00 SF
q IMPERVIOUS AREA =0.00%
STORMWATER TREATMENT BUA
SIDEWALK IMPERVIOUS=17,090 SF
NEW ROADWAY IMPERVIOUS-100,062 SF
LOT MAXIMUM BUA (73 LOTS X 5000 SF/LOT
= 365,000 SF
POSTAL KIOSK =3,240
ON SITE IMPERVIOUS TOTAL 485,392 SF
ROCKFISH ROAD = 20,140 SF
APARTMENTS=98,010 SF
HOMES=216,492 SF
OFF SITE IMPERVIOUS TOTAL=334,642 SF
TOTAL IMPERVIOUS AREA=820,034 SF
1 1 f•EAIrI
O EIR
EXISTING IRON ROD
O EIP
EXISTING IRON PIPE OR PIN
O EIS
EXISTING IRON STAKE
M ECM
EXISTING CONCRETE MONUMENT
0
COMPUTED POINT
ROAD CENTERLINE
BOUNDARY LINE
ROAD RIGHT-OF-WAY
--`"�
PROPOSED WATER MAIN
_ _ _ _ _ _ - _ _ -
PROPOSED SEWER MAIN
-
PROPOSED CONCRETE SIDEWALK
}�•w
PROPOSED FIRE HYDRANT
e
PROPOSED SEWER MANHOLE
EXISTING WETLANDS
NOTES:
1, ALL OPEN SPACE, POSTAL KIOSK AND OFFSITE PARKING, ALL DRAINAGE EASEMENTS AND SWALES,
STORMWATER TREATMENT FACILITIES, DEVELOPMENT SIGNS, IRRIGATION AND LIGHTING, SHALL BE
THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION TO MAINTAIN AND OWN.
2. AREA BY COORDINATE COMPUTATION.
� 1
I i
1 1
1 E
1 !
GORY GARRLSON
494550001183
270-494
ZONED RZO.
GARY GARRISON
49455=1676
270-494
ZONED R20
i
MOHLER HOMES �f i
494550001784
1245-128
ZONED R6 ' • ' ,
RYAN QUiLLENO0 49455D1783 ; �•
1245-128
ZONED R8
MARK WLLEBREW f
494550001762
1271-874
ZONED R8
1REY CARTIER `
4945MOD1781
1269•-I OG4
ZONED R8
L.ONGWOOD CROSSING SUBDIVISION
MOHLER HOMES
494550001778-1780
1243-•741
ZONED R8
G&G LAND DEVEWPMENT
4945$0001773-1777
1205-063
ZONED R8
GORY GARRISON
494550001055
270-494
ZONED R20
PART OF THIS PROPERTY DOES LIE IN A SPECIAL FLOOD HAZARD AREA
REFERENCE: FLOOD PANEL (#3710946400J, 10117/2006). (#3710946540J,
10117/2006). (#R3710945500J, 10117120U6).
ROCKIFISH ROAD SR 1405 4W R/W PUBW
RESERVED FOR FUTURE
DEVELAPME1 T
4.44 ACRES
193.415.97 SF
<
MAIN / 8.050
ANTHONY Jf
464550001(
973-693
ZONED R20
STRICKLAND
D01204
11
R20 i
NEW SIDEWALK
4,624.52 SF IMPS
PROPOSED fi'
\ WATER MAIN -
R20
OPEN SP)
3,117 SF
SSA AM LLC
4846MMID36
1155-597
ZONED R20
44646500012APTS 08 i SSA OPTS EL:C
1155-597 1 1155-5971035
ZONED R20 IZONED R
, ZONED R20
35
Lx 44
e
��
�LOT43•
9 e
,L39
LOT 42
34
JAMES POTTER
4946" 1018
244•-•769
ZONED R20
EXISTING 8•
MAIN WATER
. i1
15
i Lila
r--1111-LIT � i'
! i LOT 31 i !
i 110.028 SFl :_
L-------- J 1 1
--L108--� 1
L;OT' 30 i e� i
i 1 9,BO2 SFr
r------ Li
1 LAT 29 i"j 1
1 9.438 SF 1
LOT 28 i
1 9,454 SF1
L__L100--•`
r-__----z
L.OT 27 i
10,348 SF
LOT 1
9,562
Wr 2
9,161
X 70' NCDOT
IT DISTANCE (1YP )
RONALD JONES
494650301021
990-401
ZONED R20
PROP05® 6'
_--
iT S i w
i
MAIN WATER 1
try �•:J
NEW SlDEWALlX
6,5D3 2B SF IMPERVIOUS
L�_ _
rL142
lit
3 'r CAT 32+, `+LOT 26 1 q i t: , `
_S� 8,025_-� �, (0,317 SF �r 0,049 ~SF417Q192 _ _ L96---. 7
LOT 7t, Qj LOT 25 . N ,+ + CIlDT 8 ++
t3,375 SF $(�� i 1': `8,415 Slj
8 S i s ..oar-,c+o y191
�; 9
g.059 '4 SFj , ti i ' C-X +8.410
a. �
rr
n� �. • CLOT fig s`.:. - + `: +\ f 1
L]
8.296
OPEN SPAN
28,614 SF
CHRISTINE PILM
49465=1093
868-101
ZONED R20
JA IARIA BILHRUAT
494650301092
1038-473
ZONED R20
MARKUS PLACE SUBDIVISION
AARON CHASE
4046504i1091
4
^� a�
ZONED R20
10%,
5
154
!ram
"N
11 L\
J JUSTIN
15 SF,
fs_ 4946M
1105-831
12.. ZRNm Rea
�' �L9.272 5F' / 11rMTS
B<LAF 20 �,
20' DRAINAGE AND gyg6 [y •,,�STORMWATR ACCESS ♦ ��n♦ ♦n 8,068 SP r g� `. ��"\ i1. ti� y, ��s{ " .1(if 14�,
♦ n 1 'l ♦ i ♦ V 4 L a {
EASEMENT STORMWATERi7` ` p2 * °�T 65•♦ L'� Z !, �8.160 hS
© 99,469.�5F $ 38 , \ a. �•B4O68 Sr
K �T
494&%000105ROS5iNG OWNERS ASSOC. _ W�TL.. . .-.-. NEW SIDEWALK vCIA 51 �� ;8,068 NSF ^ 4��
�.
ZONED R6 ..... . . . . . ... • .. 5,962.OB SF IMPERVIOUS' „♦ 2� •� ��px�•�� 6SN r 1 >�
•0 051
1 SYM. I DESCRIPTION 1 DATE I
♦♦ �8.117 ST� fr�> `♦ ' s�
_ 30""VEGETATED < 52 `2 . i� 05. 7
BUFFER OFFSET_'SURFACE WATER'' PROPOSED 8' 8,239 r�F „ �}�. i�, •.: 6�. r) LD a58�%'11
i GRAVITY SEWER �S� * 'L / \1 `.` , 8.072 sl? - 1.
53 \ ^�1 l,�x"V CUP
� d
L4. _ - - - '_'.'.'.'-.-.- - 239..E Ly`, LOT 61
h.
\ �p STORMWATER ACCESSSF`) `ty�ti \` `�-C107---__-�
L6 \ EASEMENT �� �1 & 55 `) �Zy'`a -` �_=_'. � � r•�� c
P.
SURFACE WATER \ �e � ' daT 56 7 `tea
OPEN SPACE ram__ +
28.617 51 SF y 923,495.2E SF �3 8,848 571 r---- < <LOT
_ 21.20 ACRES 18,6i& I.OT
Ly1 ~ L--_ B.B4B Sl 1
JEFFERY HENDRIX ' SURFACE WATER . .
49464DW1061 28,617.5. .
1 SF . . • . • C7
Ills-536
ZONED R20 PROPOSED e•
_ WETLANDS WATER MAIN
\ -100 YR FLOOD LtNE-
. . . _ _ . . . . . . . . EN LAKE WAS . _ ...
_•.",'.•_ , '- -'- _ _'_ STILL FILLED) - - - .'. . . .'. .
\. . . . . . _ . , . , . . . . .
.. . . . . ...... \ - - - WETLANDS
o OLD LAKE BED
S.
IM SERE OF SuRFAt ...... . • .. • "
TO REMAIN - ------ \ --- - -
PS MAiiE MY NATLIML ....... . \ .. . . .
....... ......_..
tj . .. , .... SURFACE WATER - - - - - .. - - - • - - -
-•-----28.617.51SF ..
.................-------WEfU1NDS-----•"
! WETLANDS .
30' VEGETATED
L12 , . • . . SURFACE WATER
. . . . . . . . BUFFER OFFSET -
OLD CAKE BED'
Lt7 - - ----------
- lrs.
............... .
L16
LT;,
JEFFERY HENDRIX
494640001051
ills-636
ZONED R20
GRAPHIC SCALE
150 0 75 150 300 Goo
NCDOT NOTES:
( IN FEET DRIVEWAYS ON ALL L07S SHALL ONLY ACCESS
1 inch = 150 fir INTERNAL SUBDIVISION ROADS.
O U b e �,`�,atinnri►iu,,,,�
��w� =�OFESS� •• '�i
Q
;• 70
n ineerina PLLC •
�J `• NGINE.* 4 G 0
.O •0000004. v� .
150 S. Page St. • Southern Pines, NC 28387. [phone] • Cert. No. P•-1275 y�"'" 1" mso 5.2j
ALEX HOWARD
494650301089
-440
ZONED
HOC INVESiMENr
49465D301281
680-468
ZONED R20
OPEN SPACE
3.855 SF
HCC INVESTMENT
494650301281
680-466
�`ti ZONED R20 ,•
;ED 6"
MAIN
Y; POTTERS RIDGE SUBDIVISION
rIr Chi''
Parcel Una Table
Line f
Length
Direction
L1
231.68
N42- 21' 17.24"E
L2
335.49
N4T 32' 53.007E
L3
124.26
S7T 34' 51.61'W
L4
101.16
N65' 44 43.00"W
L5
6D.30
N73. 3W 56.00"W
LB
126.34
N74 44 23.00"W
L7
160.73
N4W 47' 19.00'W
LB
88.20
N21' 39' 17.00'W
L9
104.08
NS' ZW 21LOWE
L10
99.80
N19' 29' I9.OWW
L11
6288
N31' 20' 21.0O1W
L12
100.21
NBD' 30' 15.00"W
L13
103.87
N55. Or 3ZOWW
L14
39M
N71' 51' 51.00'W
Lis
149.02
N4T 21' 46.007W
L18
165.92
N78- 01' 04.00'W
L17
61.90
N71- 6V 50.00W
L18
720.68
S32. 21' 58.64W
L19
2.04.31
SW 52' 36.327E
L20
115.00
N3W OB' 18.21'W
Parcel Una Table
Line f
Length
Direction
L61
115.00
N47 21' 17.247E
L62
104.69
N47. 56' 37.93'W
L63
70.00
S4r 56' 37.937E
L84
115.00
S42. 21' 17.24"W
L65
70.00
N4T SW 37.9rW
LBO
30.00
S4r 56' 37.93'E
L07
49.92
N42' 2W 21.23"E
LOB
94.54
S4r 56' 37.937E
L69
56.12
S42' 35' 26.407W
L70
114.56
Nor 24 33.6WW
L71
77.09
N42' 25' 3EL18-E
L72
70.00
S42' 35' Z.4WW
L73
114.70
N4T 2e 33.60'W
L74
1223
N42. 42 37.727E
L75
57.77
N4T 25' 12517E
L76
70.00
S42. 3V 26.4D'w
L77
114.56
N4T 24' 33 WW
L78
70.00
N42' 42' 37.727E
L79
70.00
N4T 35 26.4O7E
LBO
114.56
N4T 24' 33.6WW
Parcel Line Table
Line f
Length
04vcUon
L121
70.71
N83. W 27.447E
L122
10.00
S1' 14' t5.B1'W
L123
11.09
S1' 14 15.81'W
L124
138.3D
NB9' If 32.SWW
LIZ
20,08
NT 47' 41.96'E
L128
69.09
SW 45' 44.197E
L127
71M
NB• 05' 57.46"E
L128
132.23
SSW Sr 4a6WE
L129
70.40
St' 14' 15.81"W
L130
55M
N4 2V 38.747E
L131
129.85
SW Sr 48.6WE
L132
70.Z7
N6' 02' 43.51'E
L133
13.34
S4. 25' 3&747W
L134
125.91
SEC Sr 48.607E
LI35
70.27
NO' 02' 43.517E
L136
115.62
NBT 597 44.277E
L137
70.60
NO' 02' 43.517E
L138
98.68
N79' 43' 45,277E
L139
69.53
N5' SW 12.467E
L140
115.00
N74' 01' 4203'E
Pare Line Table
Line ji
Length
Direction
L18i
44.28
S4r IV 00.007E
L182
115.00
S42' 41' OO.OWw
L183
70.00
S4T 19' QO.OWE
L184
10.52
S4T IV 0O.DTE
L185
115,00
S46. 26' 5&92'W
LISS
10.52
S47* 19' 00.007E
L187
115.00
S50' 52' 57.OrW
L188
MOO
S5T 1B' 5&WW
L169
MOD
SW 44 53.41"W
L190
115.00
S64' 10' S1.57W
L491
115.00
S68. 5V 10.ArW
L192
20.61
S75' 06, 50.32"W
L193
71.95
S89' 04' 44.007E
L194
114.04
N78' 39 20.707E
LISS
MOO
NOW 39' 36.261E
L196
115.00
N62. 44' 14.91'E
Lt37
115.00
N58' 53' 57.397E
Li98
115.00
N55' 03' 39.667E
L199
115.00
N51. 13' 22337E
L200
115.00
N4T 23' 04607E
UTILITY IMPROVEMENTS
TO SERVE
BLACKHAWK LANDING
HOKE COUNTY, NORTH CAROLINA
Parcel E1ne Table
Line
Length
Direction
L21
115.00
s= Oi' 4&47E
L22
115.00
Sr 55' 18.727E
L23
115.00
SB• 11' 11.03'W
L24
115.00
S20' 1r 40.77W
L25
115.00
S;4' 2e 10,52"W
L26
28.89
S47* IV 00.GeE
L27
115.00
s42. 41' 00.GWw
L28
28.89
S47" 19' OO.OTE
L29
53.95
S47' 19' MOTE
L30
115.01
S43' 2r 34.42"W
L31
53.95
S47* IW 00.007E
L32
115.00
S46' 50' 40.617W
L33
115.00
SSW 13' 46.80"W
L34
IIS-00
SW 2W 5299"W
L35
115.00
SSW ST 59.18'W
L36
115.00
S8(r 23' 05.37W
L37
11S.DO
S63. 48' 11.56'W
L3B
115.00
SST 36' 41.81'W
L39
11-06
N29' 46' 59.13'E
M)
49.64
S29' 46' 59.13'W
Pare Line Table
Line !
Length
Direction
L81
70.00
N42' SW 2SAWE
L82
245
N42' W 26.407E
L83
125.21
N33' 44 57.25'W
L84
I OZ02
N42' 39' 19.38'E
L85
1 76.79
N42' 39' 19.387E
Las
140.20
N19' 41Y 51.357W
L07
28.29
SB9' OW 44.007E
LBO
96.89
SBW IV 46.997E
Lae
117.71
N5' 34' 21.60'W
LOO
79.80
SB8' 58' 49.B4'E
L91
115.00
N0' 52' 04.87E
L92
37.92
N89' 23' 06.31 "w
L93
48.76
se8' 4V 50.287E
L94
39.75
S20' W 59.517E
L95
84,19
S2O. 5W 59.51'E
L96
92B9
NB8. 5r 14.02'W
L97
16.90
Sag• 04' 44.00'E
LOB
20.05
S75' 06' 50 32"W
L99
131.67
sBT oi' 46.927w
LIDO
137.02
S68. 5r 48.607E
Parcel Line Table
Line /
Length
Direction
L141
34.75
S1 w S8' 27:56E
L142
27.03
SSW 24 5&OWE
L143
31.93
NB• 12' 33.647E
L144
115.00
NOW 44 19.67E
L145
65.33
S19' (W 4&56'E
L146
MOO
NOY 16' 47.97E
L147
B7.3B
S24 22' 72.277E
L148
115.00
N5T 49' 16.277E
L149
67.34
s29' 4W 27.45'E
L150
115.00
N52. 21' 44.577E
L151
67.30
SW 14' 30.937E
L152
11133
N46' S4 12.877E
L153
40.03
S47* 19' OMOO"E
L154
7.72
S5. 4W 37.00"w
L155
22.26
S31r 51' 23.837E
L156
287.14
SS 48' 37.00'W
L157
173.41
saT 2V 61Lo WE
Liss
19,31
S4T 19- OD.OWr;,
L159
MOD
N42' 41' 00.007E
L1SO
68.07
S4r 19' OO.OWE
Parcel Una Table
Line #
Length
Direction
L201
MOO
N43. 32' 47.27"E
L202
54.B1
s4T IV D0.00"E
L203
11100
N42' 41' 00 007E
L204
2&03
S4r 19' 00.OWE
L205
110.35
N41' S3' 43.467E
L206
iD5.2O
N16' 04' i&ww
L207
80.25
SST 4a' 30.51'W
L208
149.10
S1. 12' 11.637E
1.209
114,07
SIT 5T 22187E
L210
134.30
S48 54' 73127E
L211
20150
S82. 14' 25.08"E
L212
80.05
N4S 51' 4&89"E
L213
136.54
S32' 21' 5MB4'W
Parcel Line Table
Linn
Length
Direction
L41
70.40
S73- 38' 59.967W
L42
112.28
N25' 01' 46.12"W
L43
30.07
N42. 3W 26.407E
L44
124,07
S4T 24' 316(f
L45
70.00
N42 35' 26.407E
L46
137.19
S4T 24' Xt6D'E
L47
BMW
N3T 22' 37.74`E
L48
70.00
N42 35' 26.407E
L49
139.46
S4T 24' 33.607E
LSD
34.B9
N55' 12 24.407E
L51
4ZZ5
N21' 5B' 16.05"E
L52
97.44
N4T JV 26.407E
L53
19.81
S4r 56' 37.93"E
Lao
47-93
S4r 56' 37.937E
L55
9MB9
N69. 4V 54.637E
L56
39.00
NOW If 24.407E
N42' BY 2207'E
N62' 41' 47.207E
ff
N85' 32' 44 0a"E
54T 56' 37.937E
Parcel Line Table
Line #
Length
Direction
L101
47.61
NO' 49' 38.53"E
Li02
13CO3
SW 5r 48.BWE
L1O3
70.00
NO. 38' 19.967E
L104
9.06
SC 26' _1&74"w
L105
136.51
SW 5r 48.6(Y'E
L108
MOD
NO. 42' 54.637E
L107
59.28
N4. 25' 38.7eE
L108
140.78
Saw 55 OS.BS'W
L100
67.84
NO' 42' 54.63"E
L1i0
70.01
SI' le 15.81'w
L111
141.40
NSW 12' 32.6WW
L112
MS
NO.42' 54.637E
L113
2258
NO' 42' 54,637E
L114
71.60
S88' 45' 44,19'E
L1i5
70.00
sea, AV 44,197E
L116
70.71
SBO' 37' 55.827E
L117
MOD
Si' le 15.617W
L116
11.48
S7. 14' 15.81'W
11i9
50AO
SW 4V 44.197E
L120
70 40
S88. 46' 44.197E
Parcel Una TWO
Line #
Length
Dire Cuon
LI61
7R00
s4r 19' OO.OWE
L762
115.OD
N4T 41' 00.007E
L163
70.00
S47* 19' =OWE
L164
45.28
S4T iV OMOWE
L165
113.25
N41' 34' 34.567E
LISS
70.00
S47" 19. 00.007E
L167
70.SD
N21. 4W 25.8WE
L168
85.00
S47 IV 00.007E
L769
38.53
N51' tr 22.787E
Li70
88.65
S47* IV 00.007E
L171
50.00
S24' IS 33.73W
L172
33.12
S5- 31- 47.88E
L173
129.12
S36' 3r 36.46'W
L174
70.27
SW IW 00.007E
L175
115.50
S4T 41' O(LOWW
L176
25.72
S4T 19' OO.00"E
Li77
44.28
S4r IV OO.OD"E
L178
115.00
S4Z' 41- 00.0W
L179
54.06
s4r 19' 00.007E
Li80
25.72
S4r 19' p0.Q07E
Curve
Table
Curve #
Length
Radius
Delta
Chard Directioa
Chard Length
CIM
74.02
1105.00
3.84
533' 01' 11`E
74.01
C102
74.02
1105.00
3.84
S36' 51' 297E
74.01
203
74.02
1105.00
3.B4
S40- 41' 467E
74.01
C104
74.02
1105.00
3.84
S44. 32' 047E
74.01
C105
16.65
1105.00
MB6
S48' 53' WE
10.65
C106
43.82
20&OD
12.25
S5Y 26' 247E
4173
C107
159.62
205.00
44.61
S81' 52' 127E
155 82
SITE PLAN
Curve Table
Curve E
Length
Radius
Delta
Chord Direction
Chard Length
C1
38.53
Z.00
88.31
S70. OV 227W
34,83
C2
1124.36.
1255.00
27.94
N39. 53' 26"E
123.13
C3
1 91.11
1 370.00
14.11
N6tr 54' 57-E
9O.t18
C4
62-79
255.00
14.11
NOW S4' 57"E
62.63
C5
Dim
370.00
1411
N75 01' 267E
90.88
CO.
6279
Z&OD
14-11
N75' 01' 267E
6263
C7
91.11
370.00
14.11
N69. 07' WE
90.88
CB
6279
255 00
14.11
NOV Or S8"E
6263
C9
MAI
370.00
14,11
SW 4V 347E
90.88
CIO
62.79
255 00
14.11
S76' 45' 347E
6263
Cii
91.11
370.00
14.11
SST 39' 047E
90.88
C12
62.79
255,00
14.11
SOT 39' 04'E
6263
C13
63.47
370.00
&28
S51. 2r 257E
53.43
C14
36.85
255.00
8.28
S51. 2r 25'E
36.82
C15
17.21
127MOO
0.78
S46' ST 43"E
17.21
CIO
15.65
11MOO
0.78
S46' 55' 437E
15.65
C17
75.03
1270.00
139
S44 W 527E
75.02
Cis
68L24
11 MOD
3.39
S44 SLY 527E
68.23
C19
7&03
127CLOO
3.39
S41. 2r 467E
75.02
C20
68.24
11MOD
3.39
S41. 2r 487E
88.23
Curve Table
Curve
Length
Radius
Delta
Chord Direction
Chord Length
051
57.15
a OO
3.97
S45' 19' WE
57.14
C62
26.99
205.00
7.54
S51. 05' 167E
26.97
C63
103.45
20&00
2&91
S69' 18' WE
102.36
C64
15.84
255.00
3.58
N61. 597 3YW
15.84
C65
64.27
255.00
14.44
N72. 59' 38'w
64,10
C66
46.75
25.00
ID7.15
N20' 25' S3"w
40.23
C87
152.71
205.00
42.68
N54 29' OWE
149.20
CBS
41.72
255.OD
9.38
s69. 19' 087E
41.68
C69
61.11
Z55.OD
13.73
S5T 4V WE
60.B6
C70
15.95
25&00
3.58
s49' DO' 31"E
15.95
C71
14.91
990.00
0.86
S46. 5V 067E
14.91
C72
50.16
990.00
29D
S4T 00' 07E
SM16
C73
57.52
875A0
3.77
SW 26' 017E
57.51
C74
16.15
990.00
0.93
S43. Oti 587E
16.15
C75
60.44
990.00
3.50
S40' 51. 59`E
60.43
C76
87.70
875.00
C43
S41, 2D' 02'E
67.68
C77
5.88
990.00
0.34
WW sW 507E
5.88
C78
66.32
990.00
3.84
S36. 51' 297E
66 31
C79
4,39
990.00
0.25
WV 4W 427E
4,39
COO
67.70
MOO
4.43
S36. 54' O4"E
67.68
Curve table
Curve
Length
Radius
Delta
Chord Direction
Chord Length
C21
75.03
1270.00
139
1 S38' 04' 4O"E
75.02
C22
66.24
1 i155.D0
3.39
s3a' 04 4O"E
66.23
C23
75.03
1270.00
3.39
S34 41' 347E
75.02
C24
6B.24
11S5.DO
139
s34•' 41' 347E
68.23
C25
75.03
1270.00
3.39
S31' 18' WE75
02
C28
B6.24
li55.00
3.39
s31. IV 287E
SEL23
C27
75.03
1270.OD
3.39
S2T ST 22`E
75.02
C2B
8&24
115&00
139
S2T 55' 227E
68.23
C29
75.71
1270.00
3.42
S24' 31' 207E
75.70
C30
MOO
1155.00
3.37
S24 32 37E
67.99
C31
42.27
1270.00
1.91
So" 51' 39"E
42.27
C32
1 38.96
335.69
6.65
Si-r 46' 17E
38.94
C33
33.26
1155.00
1.65
S22' 01' SYE
33.28
C34
B3.68
325.0D
14.75
S6. 5r 397E
S145
C35
42.63
25.00
97.70
N46' 26' i1"w
37.65
C38
81.55
205 00
2279
571" 18' 56"W
81.01
C37
62OD
205.00
17.33
s5l, le 1B'w
61.76
C38
31.60
20.00
90.53
52 4T 367E
2&42
C39
31M
20.00
89.47
NOT i9' 247E
2&15
C40
60 57
255.00
13.61
S418' 28- 45-W
160.43
Curve Table
Curve
Length
Radius
Delta
Chord Direction
Chord Length
C81
61.93
990.00
3.58
s32' S3' 347E
61.92
C82
1A67
990.00
0.85
SW 4V 357E
14.67
C83
67.70
875.00
4.43
S32' 28' WE
67.68
C84
51.65
990.00
2-99
S28' 45' 267E
51.65
25
24.94
990.00
1.44
S26' 32' 271E
24.94
COB
67.70
MOD
4,43
s28. 02' OWE
67.68
C87
41.25
990.00
239
524' 37' 3t"E
41.25
C88
35.80
990.00
207
SW 23' WE
35.79
C89
67.54
MOD
4.42
SM' 36287E
67.52
C90
22.53
MOD
1.30
S20. 42' 297E
22.53
C91
69.33
990.00
4.01
S18' 03' 01"E
69.31
C92
70.35
255.00
15.81
N83. 01' OrE
70.13
C93
37.74
25.00
86.49
N61' 3W 221W
34.26
C94
45.87
875.00
&00
S19. 53' 411E
45.87
C95
39.39
25.00
110.29
SW 46' 43'w
35.44
COS
65.47
275.DO
iM64
S6. 11' 027E
65.31
C97
39.37
275.00
EL20
S17' O6' 187E
39.33
COS
42.74
1105.00
7-22
S22' IS' WE
42.74
C99
7CO7
110&00
a64
S25' 20' 327E
74.05
C1DO
17&02
11105.00
1 184
1 S29. 10' WE
174.01
Curve Table
Curve
Length
Radius
Delta
Chard Direction
Chord Length
041
62.81
255.00
14.11
SOT I8' 26"W
6265
C42
6276
255 OO
14.10
57T 24' 51"W
62.60
C43
2EL73
255.00
6.46
s8T 41' 3S"w
28.72
C44
56.56
205.00
15.81
N83. 01' 03"E
56.38
C45
3B.O2
MOO
87.14
N31' 32' 43"E
34.46
C46
56.67
87&0D
3.71
SIO' 10' WE
56.66
C47
64,37
87SOO
4.22
S6• if 167E
64.36
c48
70.10
8MOO
4.59
SI' 411 087E
70.09
C49
MOB
875.00
3.93
S2. 27' 37W
60.07
CSO
11.41
20&OD
3.19
N27 49' 577E
11.41
CS1
14.20
255.00
3.19
HT49' 577E
14.19
C52
56.71
U5.00
3.94
S2" 2r 29'W
56.70
C53
76.61
825.00
5.32
ST 10' 167E
76.58
C54
83.49
825.00
&BO
Sr W 527E
83.46
C55
81.93
825.00
5.69
S13, 2W 317E
81.89
C56
75.97
825.OD
5.28
S18. 5r 29'E
75.94
C57
78.36
825.00
5.44
S24' iV 027E
78.33
058
78.32
825.D0
5.44
S29. 45' 287E
7IL29
C59
78.28
825.00
5.44
S35. 11' 431E
78.25
C60
7&24
825.00
5.43
S40. Jr WE
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DATE
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Sw. DESCRIPTION DATE O U b l e
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150 S. Page St.. Southern Pines, NC 28387 • [phone] • Cert. No. P-1275
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UTILITY IMPROVEMENTS
TO SERVE
BLACKHAWK LANDING
HOKE COUNTY, NORTH CAROLINA
OSPREY LANE STORM DRAINAGE
PLAN AND PROFILE
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION
SEPTEMBER 2020
DATE
SWEET NO.

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DESCRIPTION DATE oU bye ,,,.--�o"����`�0 �' , UTILITY IIVIPROVEIVtENTS VIPER LANE STORM DRAINAGE
DRAINAGE 1/7/2021 0......ti<� FILE sEPTEMBER 2020
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BLACKHAWK LANDING
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g g -yH��_����G� HOKE COUNTY, NORTH CAROLINA C-12
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150 S. Page St. • Southern Pines, NC 28387 • [phone] 9 Cert. No. P-1275 I •-!B-21 SHEET NO.

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REVISIONS
SYM. DESCRIPTION DATE Q `' b l e
STORM DRAINAGE 1 /7/2021
n ineerin , PLLC
J J
150 S. Page St. * Southern Pines, NC 28387 * [phone] * Cert. No. P-1275
7c,NE N���r•��
UTILITY IMPROVEMENTS
TO SERVE
BLACKHAWK LANDING
HOKE COUNTY, NORTH CAROLINA
Know what`s below
Call before you dig.
.... w Dial 811
Or Call 804-282-7411
215
210
205
200
195
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m
175
HORNET DRIVE STORM DRAINAGE
PLAN AND PROFILE
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION
SEPTEMBER 2020
DATE
C-13
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22 LF OF 1809
F/RC'P @ 1.00%
LOT�il wI
W
CI 13
STA 7+43.92 RD--2
RIM 181.06' o wd
INV 177.84
200
195
190
185
t
175
170
165
Cl 15
F _ STA 2+33.86 RD-4
RIM 177.52'
INV 173.36' I
36.95 LF OF 18"
RCP © 11.53%
CLOf 40
1 Cl 14
STA 7+44.68 RD-2
-RIM ELEV. 181.00'
INV IN 177.62' Cl 13
INV OUT 177.62'
18 LF OF 24'
-POLY ® 2.00% WITH FES
INV OUT 171.06'
LEDGER BROOK LANE
Cl 17
STA 1+52.02 RD-4
RIM ELEV. 175.43'
Cl 19
STA 1 +15.66 RD-4
RIM ELEV. 175.21'
::::ItR/W.
LEDGER BROOK LANE 60' R/W
1 +00
EXISTING 6" PVC
SDR 21 WATER MAIN
22 LF OF 24"
RCP ® 0.50% m
Cl 18 DOUBLE I
STA 1 +15.66 RD--4
RIM 175.21' I
INV 171.71
PROPOSED 8" PVC I
SDR 26 SEWER MAIN I
EXISTING PROPERTY
LINE FOR LONGWOOD
SUBDIVISION
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DATE ou b(e
1 /7/2021
*E
n ineerin , PLLC
J g
150 S. Page St. - Southern Pines, NC 28387 • [phone] • Cerf. No. P-1275
2+00
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3+ 00
200
195
WAR
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165
NCDOT PIPE
ALL RCP STORM DRAINAGE PIPE USED ON
THIS PROJECT SHALL BE CLASS IV OR
NCDOT APPROVED EQUAL.
UTILITY IMPROVEMENTS
TO SERVE
BLACKHAWK LANDING
HOKE COUNTY, NORTH CAROLINA
SCALE: 1" = 50'
50' 0 25' 50' 100'
LEDGER BROOK LANE STORM DRAINAGE SEPTEMBER 2020
PLAN AND PROFILE I
DATE
FINAL DRAWINGS
C�-14
NOT RELEASED FOR CONSTRUCTION
SHEET NO.