SW6210503_Plansheet C-2.0 - Site Plan_20210902

�� SgCO<Fe-'� \ 01 2 RF/F �I \ CURVE TABLE CURVE TABLE LINE TABLE LINE TABLE
z RFC CgNF �0� \ 0 NS Ae o k44g 0eFC \ CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION
SITE Y \ p S < C1 64.17 1080.50 N16°13'56"W 64.16 C31 39.27 25.00 S14°06'10"W 35.36 L1 43.84 S81°06'18"W L35 8.70 S75°11'21"W
/ \ ` \
_ \ w C2 100.04 1080.50 N11°52'43"W 100.00 C32 28.23 205.00 S34°50'30"E 28.20 L2 19.13 S73°07'43"W L36 17.03 S32°16'37"W
-7-��� -- \ \ \ \ N C3 100.04 1080.50 N06°34'26"W 100.00 C33 143.89 205.00 S58°53'40"E 140.96 L3 1.52 S73°07'43"W L37 20.50 S75°06'54"W
S
C4 35.15 1080.50 NO2°59'22"W 35.15 C34 41.07 25.00 N53°55'50"E 36.61 L4 24.02 S54°43'13"W L38 13.05 S51°16'45"W
r \ \ RHO
• \\ 3 C5 39.86 849.00 S01 °04'35"E 39.86 C35 96.70 849.00 N10°07'36"E 96.65 L5 13.41 L39 7.010�2q� S13°40'26"W�Y
a `7S� SA3�jNG / • ` \ �2o>>J C6 35.75 25.00 N40°41'52"W 32.78 C36 74.22 849.00 N15°53'39"E 74.20 L6 7.63 S74°44'44"W L40 9.72 S13°40'26"W
- . \ / Oo3 ANC • • -\ / ♦ ♦ \\ C7 85.50 255.00 N72°03'32"W 85.10 C37 72.30 849.00 N20°50'17"E 72.28 L7 4.92 S14°09'07"W L41 5.57 S43°47'56"W r\ ` `
\ \ ''"''" C8 70.22 255.00 N543351 W 70.00 C38 64.68 849.00 N252737E 64.67
L8 19.20 S46°17'53"W L42 29.44 S67°38'48"W
\ ---- / C9 70.22 255.00 N38°47'10"W 70.00 C39 6.33 1319.00 N27°46'03"E 6.33 L9 7.07 N59°04'51"W L43 11.12 S11°14'06"W
ROCKFISH RD \ \ �� . - - C10 23.33 25.00 N57°37'56"W 22.49 C40 75.38 1319.00 N29°32'33"E 75.37 L10 13.54 S68°16'15"W L44 22.61 S43°28'03"W
-' \ C11 55.06 59.00 N5737'56"W 53.08 C41 69.84 1319.00 N3241'48"E 69.83
'\ N32°07'05"W 589.09' TOTAL °°
, 1��.� -_ � � � � ♦ ♦ \ L11 9.90 N89°54'27"W L45 9.35 S65°52'56"W
NORTH 58 81 153.87' \ 342.28' , \ ;4.14' \�/ C12 46.83 59.00 N08°09'22"W 45.61 C42 10.24 1319.00 N34°26'10"E 10.24 L12 7.58 S64°05'51 "W L46 1.21 S65°52'56"W
\ / 0 'R=900.00' C13 45.84 59.00 N36°50'38"E 44.70 C43 13.79 1319.00 N34°57'28"E 13.79 L13 6.20 N82°23'13"W L47 4.49 S15°24'02"W
VICINITY MAP - -
� � CHORDO
30' VEGETATED � ,� C14 46.13 59.00 N81°30'10"E 44.97 C44 66.29 870.00 N31°02'08"E 66.27 L14 4.69 S50°18'37"W L48 8.53 N87°58'20"W
BUFFER C'4 \ .. �� \ N32°30'28"E• ♦♦ N/F
/ •♦ \ 67' RAEFORD DEVELOPMENT COMPANY C15 101.61 59.00 S26°45'43"E 89.51 C45 39.27 25.00 S75°53'50"E 35.36 L15 5.15 S11°35'52"E L49 12.24 S49°33'42"W
NOT TO SCALE �� �� POND AREA ACCESS & 81.
\ / "N `\ TRACT 1 OF
MAINTENANCE EASEMENT 00 THIS COMMON AREA LOT IS ALSO THE ACCES �� k65k 0 \ DB 1347, PG 478 ) C16 23.33 25.00 SO4°09'43"E 22.49 C46 39.27 25.00 S14'06'10"W 35.36 L16 8.97 S51°50'57"W L50 34.54 S53°55'45"W
is LEGEND: 94,875 SF . • AND MAINTENANCE EASEMENT FOR THE \ ♦ �56 00 \ (\
ECM ,�"> 2.18 AC '\ STORMWATER CONTROL MEASURE ♦ 00� \� 1 C17 39.27 25.00 S75°53'50"E 35.36 C47 48.94 255.00 N53'36'17"E 48.86 L17 23.00 S64°37'19"W L51 7.13 S09°33'22"W
® ECM -EXISTING CONCRETE MONUMENT 0 ,T \ `
EIROo EIP-EXISTING IRON PIPE ^obi / • ` go /� \ \ i •.r V. C18 85.32 205.00 N47°10'48"E 84.70 C48 57.19 255.00 N41°40'55"E 57.07 L18 10.96 S64°37'19"W L52 10.43 S79°32'24"W
OO EIR-EXISTING IRON ROD \ • ► 10� F,t3`�'� - _30' VEGETATED BUFF I \ ��'� ` �♦ C19 12.73 255.00 N36°41'14"E 12.73 C49 39.27 25.00 S80°15'27"W 35.36 L19 16.06 S05°14'18"W L53 6.80 S22°19'22"W
EPKO EPK-EXISTING PK NAIL ry \ ��` � �F,P�' / _ � � i - V.
EReO ERB-EXISTING REBAR MC' \`,o oo. � \\ \ I I 30 \ \\ `• • C20 70.22 255.00 N46°00'21 "E 70.00 C50 39.27 25.00 S09°44'33"E 35.36 L20 24.59 S83°56'26"W L54 4.99 S86°08'24"W
sRe0 SRB-SET REBAR �� r's, �� `'� \ �O \ �, C21 70.22 255.00 N61°47'02"E 70.00 C51 128.81 205.00 N53°15'27"E 126.70 L21 10.62 S70°31'45"W L55 5.42 N50°23'07"W
o COMPUTED POINT <" `L STORM WATER POND \ (31 17,042 SF N
rn \ / MAIN POND AREA:12,244 \ 1 tl• 0.39 AC \ -A t'cp C22 70.22 255.00 N77°33'43"E 70.00 C52 128.81 205.00 N89°15'27"E 126.70 L22 9.44 N59°49'31"W L56 77.40 S80°19'44"W
N/F - NOW OR FORMERLY \ FOREBAY AREA: \ I o \
R/W - RIGHT OF WAY _ _ \ '- \ - C23 70.22 255.00 S86°39'36"E 70.00 C53 128.81 205.00 S54°44'33"E 126.70 L23 11.28 S84°59'42"W L57 20.21 S61 °22'30"W
PROPERTY LINE / \ \ _ - - - - - _ _ _ _ JURISDICTIONAL STREAM
\ \ \ \ \ \ I �_ DO NOT DISTURB EXCEPT AS CALLED C24 70.22 255.00 S70°52'55"E 70.00 C54 128.81 205.00 S18°44'33"E 126.70 L24 15.23 S37°05'12"W L58 2.42 N74°17'31"W
- OPL - - -OLD PROPERTY LINE ♦ \ ,y\ \ \ i� I I rn FOR WITHIN THIS PLAN.
ADJACENT PROPERTY LINE �>>\ 29 \ \ \� � 90 I C25 30.96 870.00 S34°14'16"W 30.96 C55 128.81 205.00 S17°15'27"W 126.70 L25 8.66 N68°43'01"W L59 8.33 N37°16'53"W
LA
RIGHT-OF-WAY ^ / \ 2>S SRS� \ - _ _ C_26 - 10' UTILITY I N > \"�; \ C26 312.33 255.00 S27°54'14"E 293.17 C56 39.27 25.00 N80'15'27"E 35.36 L26 11.42 S75°15'51 "W L60 19.50 N72°56'24"W
\•o , F 33,505 SF _ \ i-��
-SETBACK LINE \ 0.77 AC \ - - - ,EASEMENT I I i0�/ \ s_ q \ 7
ss SANITARY SEWER LINE \ -(TYP) i p. �� \ A CF 1 1 C27 84.77 255.00 S16°42'31 "W 84.38 C57 39.27 25.00 N09°44'33"W 35.36 L27 28.73 S27°08'45"W L61 11.41 S58°44'33"W
SD STORM DRAINAGE N / \ \ / \ I 1E �6� GO/ \ co \ C R Se �ROA/� C28 40.17 255.00 S30°44'42"W 40.12 C58 27.17 205.00 S39°03'17"W 27.15 L28 0.13 S58°06'24"W L62 8.66 S76°53'39"W
l
w WATER LINE ^� \ / Xc�
L29 16.00 S58°06'24"W L63 58.66 S76°53'39"W
4 \w A C29 70.91 255.00 S43°13'26"W 70.68 C59 58.14 205.00 S50°58'39"W 57.95OVERHEAD UTILITY83j
/p� C30 35.22 255.00 S55°08'47"W 35.19
- - - -EDGE OF WATER O �� _ - _ O \ '� L30 5.92 S16°44'07"W L64 50.72 S43°03'29"W
�S 28 \ G`1i _C54 \ 31 0,A
00 \ qA
WETLANDS o \ / \ _\ \ \y L31 7.79 N79°28'13"W L65 22.38 S39°54'01"W
PERMANENT EASEMENT �� Np ,� 27,064 SF > / G� `� �, 10,502 SF ,� < GRAPHIC SCALE
43 0.62 AC _ \ \�\ \ 0.26 AC4%g� \ \ L32 20.73 S50°45'37"W L66 8.58 S61 °12'24"E
X FENCE LINE L7 \ 2 2S6 / / F- i 4 o
WOODEN FENCE L9 , 1 �2. \ \ / / I I `\ ✓ �'� �g� 6 \ 0'' \ �o `\ 60 0 30 60 120 240 L33 8.95 S00°08'27"E L67 20.03 S09°56'22"W
o ^� / 30' VEGETATED BUFFER L34 10.46 S43°50'02"W L68 58.77 S57°30'47"W
TREE LINE L11 '' \ / /G� / w ^ \ oo\ /
PP• UTILITY POLE , V �� � / I \ ` \
C GUY WIRE L13WV
\r' 32 \
D4 WATER VALVE L14 r ` 27 s�\ /,ry / \ \ \ d' \ A ( IN FEET )
AFIRE HYDRANT L15 O > / \ 12,314 SF I 12,503 SF ^� ^/ / \ \ 10,442 SF C 1 inch = 60 ft.
'ye
o 0.28 AC 0.29 AC / \ 0.24 AC
/ V / \So cj I I Q� .ptt
�S SANITARY SEWER MANHOLE r 20,700 SF ro
0.48 AC / O \ / G' / 52 / Qo 55k 0 rn SITE NOTES
GRAVEL L18 - _ _ / /p/ \ O• ` \\ o\
0 ASPHALT \ \ / / 12,758 SF / \ rn Q \ 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE
�79 N20°19'37" O \/ �. FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
0 WATER tt W 0.29 AC i 00 Op / \
19 / �0• . o� moo_ SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
0WETLANDS o ` 3.53'_ k�g� 3N01*262.35'b3E 11E go VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
v L 12,503 SF 1 5tt 32.35' \ i, p 10 UTILITY
0.29 AC N 599 i 544 EASEMENT 's \ C43 TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
cv S18'44• S69°04'20"W �'� 5 (TYP) \ \�� moo\ \ 10,400 SF i� C42 \\ 2. ASPHALT AGENERAL ONDTBASEOTYPE SHALLBEPER THE DETAILS.
'' ♦ 33'E �� c^ \oo_ \ 0.24 AC -/
L23 �22 26 I I r - 16j 32.35' mac, 8p� \ \o \ \ �Sk�R \ / 3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
�I 5' SIDEWALK 4 _ S 150pI i \ \ 4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
18,626 SF I I 0.5' OFF R/W \ \ boo n \ / / STATE AND LOCAL LAWS AND REGULATIONS.
L28
L30-
L32--1
L35
30' VEGETATED BUFFER-
N/F
WILL McIVER
DB 67, PG 526
L6
0.43 AC l r'0 \ �'\ s n \ ��\ \ 5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HOKE COUNTY AND STATE
(TYP) \ 2 � 11,566 SF o 's \ J' /
l i 48 \moo cS_ 0.27 AC \ \ r'o° / REGULATIONS.
�\ \ ` \ 34 \ (S 6. ROADWAYS WITHIN THIS DEVELOPMENT SHALL BE CONSTRUCTED TO NCDOT
tnI \ \o, -'- i 1 \ \ OO z / STANDARDS. CURRENT NCDOT ROADWAY STANDARD DRAWINGS SHALL BE USED
N36°06'18"W i / I 12,758 SF �\ \� \ 54 �\ i / �<o G� ���� / \ 0, \\ / WHETHER INCLUDED IN THIS PLAN SET OR NOT.
190 57 - - 1 1 0.29 AC i�pAO 00� v� �, \ i \o\ \ 10,503 SF % 7. ALL DRIVEWAY CONNECTIONS SHALL BE FLUSH WITH THE TOP OF CURB IN CURB
�•'E 1 0 \� o\ 10,400 SF Q 0.24 AC E \
ISOLATED�� 1 i i 1 s� 55 'o oo.\ \ �t s SECTIONS OR WITH THE EP ALONG TOWNSEND ROAD.
- i 1 N \ i55k�R / V� 0 0.24 AC / 65�� � �Ai �0. ✓ 5 tt4 -5 /\ o 32 8. ALL LOTS WILL ACCESS ONLY INTERNAL STREETS, EXCEPT FOR LOTS 1, 2, 3 &
NON -JURISDICTIONAL \tr \ 0 G 5 k \
WETLAND TO BE FILLED o� \ \12,278 SF �, �/ \ �55i Q a'- \ 30. LOTS 4 & 40 SHOULD CONFIGURE THEIR ACCESS AS FAR AS POSSIBLE
\ o \ \ FROM TOWNSEND ROAD.
I 913 \co ' 0.28 AC \ i ��\ ' \ 9. NCDOT STOP SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS WITH STOP
\ i \ 56 00_ Q R25' F \ \ 35 \ CONDITIONS.
\ mac, \ �'� a� ��- Q� \ 10. ANY PORTION OF THE MAIL KIOSK OR SIDEWALK LOCATED IN THE ROW SHALL BE
3 ` I 18,739 SF \ n 10,400 SF CS \
0.43 AC 0) 10,255 SF o MAINTAINED BY OTHERS AND NOT NCDOT.
o �� \ \co AC oo_ 0.24 AC C39
<� • "� \ s_ \ 47 \o_p0� \ 0 \oo� \ ��kg5 �\ �s
6' I i.525g \ t3 n �\ c^\ i / 105 -A
\ 11, 56 6 SF 560• LPN 1
0.27 AC �-
�' i ` I \ d'` G� �� 'O \ i i 00 �NSt N4-� Ft I�' P� i / i \ �O. \ / \ 4 0e jO oA/F
+ O \ G g0 N'(
\ 24
p
SITE DATA
DEVELOPER
J&K GENERAL CONTRACTORS
MAILING ADRESS
645 LAURINBURG ROAD
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
494550001072
494550301289
494550301002
TOTAL SITE AREA
1,199,732 SF (27.54 AC)
AREA TO BE DEVELOPED
1,199,732 SF (27.54 AC)
CURRENT ZONING
R-8 & RA-20
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
61
PROPOSED BUA PER LOT
4,100
DISTURBED/DENUDED AREA
22.8 ACRES
OPEN SPACE REQUIRED
112,204 SF (2.58 AC)
OPEN SPACE PROVIDED
677,631 SF (15.56 AC)
SETBACKS REQUIRED:
RA-20
FRONT
30 FT
SIDE
10 FT
REAR
25 FT
�� 50 560 �5�i 59 \ i \\ fie' ` / A. °GFS ** LOTS 1-3 AND 30 ACCESS SHALL BE FROM TOWNSEND ROAD. ALL OTHER LOTS
o O \ �'' \ 10, 238 SF O. 73 9 /N
r L 18,742 SF \ \� i 5 WILL BE ACCESSED INTERNALLY.
L40 cr_ L i 00� 5 o \ - �\ E O a-
♦ 0.43 AC \ 5• t�4 0 11,566 SF 0.24 AC �\ ` 6, S MqA
6�i N5 i "'S o- \ 0.27 AC ��\ tJ� O �5AO r'6- 0071
oo_ CgC o S 5,L �' i \ Sj\ ` F o� / \ I
�A • i N54 0� i \ \oiS R25' � i � tP\ \�� 1�0•i \ o jo \ i \ � \ / / / / T \
oo
\\
O 10,386 SF `
\ 9 Ji� O \o ��\ 0.24 AC \off_ \ 60 \ \ o� \ \ 11, 280 SF
L46 ` 0.37 AC \ < cs, o\ 0.26 AC D �
♦ 15,959 SF i \y U, 57 �_ �� �, �• F A 9 R /F
-' i �\ \ cp \ 10, 400 SF % < \o \ i 55`C �' \ 6
L47 �- 10,220 SF \ 0 6� F
L48 ♦ � � o � � i o _ 0.24 AC � \ o_ � �0• � g • ,o FS
4.
♦�/� kt� 55"`N / \ \ \ �'�� 0.23 AC oo \ k tt55 6, `\ \ / �i \ �L%'(0 / ��3� 83� NC
N5 2g 55 \ l \ �z _ _ ✓ �15 Op i \ts i p\76.93'1�0 a38 ` �''� oo Miry 1� 7 i
o , ♦ 22 \ g7.18' 31' 36.06\ p-I /
11,613 SF 71• 12,995 SF 5
i9.71 ` 15,111 SF Q� \ \ \ 20 \ C
S� 0.35 AC i cp 0.27 AC - 0.30 AC 'E S S• / S 7 F F</
L52 < ♦♦ / �7.72' \ \ �1,53 36„E 129.63' 81.50' _ o� n
61 \ \ ��' \ \s� S� <�oF3o�' (0 NqN /Mioq �\ 2
\ N --5 �j� 67 27-- A A (O
S4 \ Lo
" \ . G
\ _ o JA 10,860 SF \ 6 8 N
S , , N54 1 \ 0 10 _ - r oo \ 0.25 AC / 1516 1 \ \ �\ , MqA C g 06 Nq F( R
L54�� i.ttR 4.88 L 6
L55 S • i Zp2 1 -� �` R30' 003 S<�0''3 RgYF Ys l
,1, cn c' \ '�41 1 i I z 40 10'X70' SIGHT �\ . F A R
/�� 1 P� r 45 � � w AV 34 n 1 (YI O DISTANCE ESMT dl A9' 023 /
`Ssr- i 21 11 I cn rn to I i IG, V \ 88 3 3'0
,O co o 43 0o f O I 16,117 SF / / R30' 8 F 3 2 ' M A l
CIOO 11,265 SF ry rn O I N �� 3 Q �L q
/ \F` < - - - 0.26 AC rn 44 Wo o O q 42 o Ic°'o oI 0.37 AC / .. 8 No6, / 00
�S 17,245 SF ccnn cNn cJn cn 39 / 2I 3
\�O 6> MAIL KIOS.0.40 AC I; o co q 10,602 SF *� 10,297 SF 10,162 SF cn 41 I cn cn I mI ) S4"
0.23 AC 14, 448 SF G 2S' /
.> o o 0.24 AC `° ry CO N I / 6 \ \ 29.93' S W /
\ S• C15 \ rn rn 0.24 AC o cs cs C S87°27'47W
C - - L - - - L - - L - - �� 0 L 11,675 SF- J o o L - 0.33 AC � I_ /5 / / S�
J l - 0.27 AC J � 10'X70' SIGHT C O /
O 1 DISTANCE ESMT\ NIC46' 8„ /
C� G`�� - - - - - - - - - - - - �,�� -1'- j - G/ 5' SIDEWALK W 92 N1
14,086 SF 6 23.11' i 73.27 _ 80_00 _ 70_00' _ 75.00' _ _ 107.36'_ _ N30'53'50"W 83.76' C32 _ / 0.5' OFF R/W "3' 4 S/'46•• /
/ ^ R35'� R25' R25' ) W
0.32 AC J c0 S30°53'50"E N30°53'50"W 405.63' TOTAL l / / /(TYP) / c` 42 56 N16 25 3p"W
N30°53501\ 7
N BURNSIDE DRIVE TYPE 1 HCR / 5.56'
154.03' _ �$ 50' PUBLIC R/W (TYP) G$i O / / \ \ � � TpwNSE N17°55.0j,, 29
n N30°53 50 W 712.50 TOTAL 24" MOUNTABLE 16,185 SF / ND Ro 0.25
%P o� C9 C&G (TYP) 0.37 AC N / C2. 60 PUB AD (SR 1
v, 013 - 70.00' - - 70.00_ - 70.00' - 70.00' - - 70.00' - - 70.00'- - 70.00' - 70.00' - - 70.00' - - 70.00' - _ - / / ' lIC R/W 410)
12.50' - - - - - - - - -_ 10' UTILITY
IC`I
� � � � � � � � � � � � EASEMENT � �/I-A
- -�,N1j56'0p20,177 SF (TYP) 5
I 0.46 AC 49 9= `
Cn CA Lnn Lnn ' cp 21, 457 SF
/ f of 16 of 15 = d 14 = oo 13 �� of of 11 of 'R of $ of 1_ of \ 18,258 SF \ \ / 0.49 AC Rio
5 o� o cn o� o� 12 Oo� �� Oo����� �"�� Oo
cn o O o O o O o O o 0 0 0 0 0 0 0.42 AC
j rn rn rn rn rn rn rn 10 rn rn rn rn o N
/ O �o �o o ,� o ,� o ,� o ;� 10,500 SF to ;� O o ;� o �� o ;� o ;� o,� \Q C ��� 17,669 SF w ^>�
ti o 1g �� IR 17 fv fV c,, ry 10,500 SF o c� 10,503 SF v, 10,504 SF J 10,505 SF 14,231 SF \ - Q \ / /c� O
\ /c� j o 0 10,501 SF o 10,502 SF o 10,502 SF 10 242ACF 0.24 AC 0.24 AC 0.24 AC 0.24 AC o 0.24 AC 0.33 AC s' 0.41 AC `
�1 0.24 AC �� 0.24 AC �� 0.24 AC �� i� 10,502 SF / ^ /
6 (214,191 SF 10,268 SF 0.24 AC \ / /� 44,005 SF
/ o SEE SHEET C1.0 FOR
0.32 AC it 0.24 AC \ O\ \ / / / / 1.01 AC LOT 1 SOUTH DIMENSTIONS
V Z - -- - - -J L - - -J L---1 L---1 L---1 L---1 L---1 L---1 L---1 L---1 L---1 L---1 L- -- - - - -� L-_ - - _-- L-----------------
1.35' 20' SEWER EASEMENT
2.37'
00 105.20' 72.77' 1 80.00' 1 70.00' 1 70.00' 1 70.00' 68.65' 1 67.63' 70.00' 1 70.00' 1 70.00' 1 70.00' 1 70.00' 1 114.47' 134.35' 69.42' 121.94' 1 638.91'
S30°53'50"E 105.20' S30°53'28"E 364.12' TOTAL S30°54'54"E 136.28' TOTAL S30°52'58"E 1431.46' TOTAL
N81°10'59"E /F
19.70' N
/ THE MARY V. McFADYEN
LIMITED PARTNERSHIP
DB 438, PG 827
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4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
SITE PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
SEPTEMBER 1, 2021
SHEET NUMBER
C-200