The Colony 3B,3C,3D pg1VICINITY
NTS
G
ZSIONAL
,etback - if street right-of-way is 601 or more
letback - if street right -of --way is less than 601
-tback
Setback
;tback
1TY
r 175 lots proposed
ac. = 11.12 ac.
.12 ac, = 62.98 ac.
78 units/ac.
;AGE
=74,10 acres
15% is distributed throughout the project.
LAND NOTES
�e been delineated.
d crossings are to be avoided.
;MWATER
Idway drainage criteria.
kCT ON PUBLIC SERVICES
r and sewer with required taps.
contract services.
MINISTRATION AND MAINTENANCE
ers Association will be responsible for
drainage easements on private property.
art of the NCDOT Thoroughfare Plan.
DATA
OWNER: LEXINGTON PLANTATION
HOLDINGS, LLC
P,O, BOX 1328
CARY, NC 27512
MBER: 910-328-5257
ADDRESS: NC 24-87
NEAR SPOUT SPRINGS
ANDERSON CREEK TOWNSHIP
HARNETT COUNTY, NC
BOOK 2871
PAGE 434
20080408
9595-61-6188
ECLASS: COMPACT MIXED USE
LOW DENSITY RESIDENTIAL
D. LOTS: 175
PART 313 - 60 (30.34 Acres)
PART 3C - 50 (20.40Acres)
PART 3D - 65 (23.34 Acres)
3710958400J
October 3, 2006
ONE: X
***C AUTI ION***
N.C. UNDERGROUND UTILITIES
�Ya,r,A
E 3 DAYS BEFORE DIGGING CALL
. TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
••• CAUTON •••
THE UNDERGROUND UTIUTIES SHOWN HAVE BEEN LOCATED FROM
MATHE ERGI
KS NO GUARANTEE THAT THE UNDERCRO NDSTINGN UTIES SHOWN
OMPRISE ALL SUCH UMUTIES IN THE AREA, EITHER IN SERVICE OR
3ANDONED. THE ENGINEER FURTHER DOS NOT WARRANT THAT THE
UNDERGROUND UTUTIS SHOWN ARE IN THE EXACT LOCATION
INDICATED, ALTHOUGH HE DOS CERTIFY THAT THEY ARE LOCATED
AS ENGINEER ACCURATELY
LAS ASPOSSIBLE
PPHHVSICALLYO LOCATEDATHENUNDAERGROUND E
UTUTES.
i.
NCDOT NOTES:
1 • ALL INTERNAL INTERSECTIONS REQUIRE A MINIMUM RADIUS OF 25'.
2, A MINIMUM CENTERLINE RADIUS OF 150' IS REQUIRED.
3• THE RADII AT CENTERLINE INTERSECTIONS SHALL BE A MINIMUM
OF 35 FT. FOR THE EDGE OF PAVEMENT
NOTES:
1 EDEVELOPER SHALL BE ASEMENTS ON PRIVATE UNSPONSIBLE TIL HOME DRAINAGE
HOME OWNERS
E
ASSOCIATION TAKES OVER,
2. 20' PAVEMENT IS THE MINIMUM LANE WIDTH NOT INCLUDING
CURBING
DOR
3 LEXINGTOVERLAY OAND HOMES WITHINN PLANTATION IS N MAY BE ADVERSELY THIN THE MILITARY OO AFFECTED
FROM TIME TO TIME BY OPERATIONS ON THE INSTALLMENT
4. FOUNDATION SURVEYS ARE REQUIRED ON LOTS LESS THAN 15,000
SQ. FT.
5. WETLANDS HAVE BEEN DELINEATED AND JURISDICTIONAL
DETERMINATION' HAS BEEN APPROVED BY THE U.S. ARMY CORPS O
ENGINEERS -FILE NUMBER SAW -2007-00902
6. STREET LIGHTS SHALL BE SPACED NO MORE THAN 300' APART PER
HARNETT COUNTY UDO.
7. FIRE HYDRANTS SHALL BE LOCATED IN SUCH A MANNER THAT NO
PRIMARY STRUCTURE IS FURTHER THAN 500 FEET FROM A HYDRAP
THE DISTANCE BETWEEN HYDRANTS SHALL BE MEASURED ALONG
STREET CENTERLINES. THERE SHALL BE AT LEAST ONE FIRE
HYDRANT AT EACH INTERSECTION. WHEN RESIDENTIAL
INTERSECTIONS ARE LESS THAN 700 FEET APART A HYDRANT IS Nt
REQUIRED BETWEEN THE INTERSECTIONS,
8, NO DISCHARGE OR DISTURBANCE IS ALLOWED WITHIN THE
WETLANDS
MANORSTHE
PART
PARCEL DATA
OWNERIDEVELOPER: LEXINGTON PLANTATION HOLDINGS, LLC
ADDRESS: P.O. BOX 1328
CARY, NC 27512
CONTACT PERSON: JIMMY PIERCE
PIN: 9595-61-6188
DEED BOOK/PAGE: 2871/434
ZONING: RA -20R
TOTAL ACRES: 74.10 acres
TOTALLOTS: 175
DIMENSIONAL
30' Front Setback - if street right-of-way is 60' or more
35' Front Setback - if street right-of-way is less than 60'
25' Rear Setback
20' Comer Setback
10'15' Side Setback
THE COLONY AT LEXIN-TOT
PHASE B, .PART 36
419
/ 20,943 SF
/ 048 AC
zt
41
17,555 SF
0,40 AC
41 y
16,059 SF -
0.41 AC /
0. 29.720 SF -
J 0.68 AC
p^ A 9.512 SF`• Cx 30'IS�ENER UTIIJ I
toil h° n, >'?0022 AC
1\
9.32 C
38,711 SF
19,720 SF
`19.634 C
/ �Q.46 AC
z¢ � 3'97
2 � __-368.38'=�-_-_ ✓'. /
".912
91 44:032J.ASF
D
__-----
202.54'-`\..
THE COLONY AT
LEXINGTON PLANTATION
PHASE B PART 2
NOTES:
1. DEVELOPER SHALL BE RESPONSIBLE FOR
MAINTAINING DRAINAGE EASEMENTS ON
PRIVATE PROPERTY UNTIL HOME OWNERS
ASSOCIATION TAKES OVER,
2. A FOUNDATION SURVEY SHOULD BE
SUBMITTED AT THE COMPLETION OF
FOUNDATION CONSTRUCTION.
3. NO DISCHARGE OR DISTURBANCE IS
ALLOWED WITHIN THE WETLANDS.
416
26,718 SF �/
c'•, ``` 0.62 AC ?/( 7 / /
`\ 18.950 /
/\\ 044
I //T
SF
1.04 AC �-
`.\
16.51]
1 \?J `\\0.38
31,818 SF b `%' 486 •�.,p_ `\ i /:
0:73 AC/'10.385AC 'eY SF \y %
r �, �;"� y?° \ 148 '�� '"1' ,✓
15,629 SF \/
0.36
20,090 SF
�•� 25.290 SF/�" tw0vO4yD \
\`� \ 0.58 AC
01'0 0.46 AC
IY..AY!
V C `i •f✓'Y
479 i\\ 4 489 j 50 \\ 37,984 C j
19,149 SF \ 1L8?_AC
/>. 2p 409 �F �' �W'7 y° / 21.989 5f\` \
050 AC y J 0.44 AC
36,935 SF
085 AC
o.4o aG' 49
\`~l r ASEMENT \\ % •> ( J.. `• 16.666 SF Ir }+ _ ,•"
`\ y GO 13.80] SF J, ``�... `.� 038 AC �.
47 .V i q^ \0.32 AC .•\.. / `� 1 Q ORS
\ \ ` )) o° i 491 `7�s4�`�\ ! ZS�B^" �"\✓ \4 % 50 I
20,057 SF
0.46 AC / 'Ss 17, 790. SF "'+13,357ASF
C 27,339 SF `, \ \ /% bJ. 0:41 AC ` 16381 6F % /�96 , •Q,31
' 0.63 AC
, 13,710 SF 'r
` 475 \ ��' 1 8 ^ ` 16,282 SF `, /• �3 .0.38 AC A 0.32 AC
(. \ 22.109 SF \ '` 1 G9 / FJ . 0.37
/,
O •`\? . 474 ` �\ '/� \ sg h� /' 49 � '�J• J / �`` .16.130 SF � G° �' ^- j0 � ., / � H
•. �`� \a op 2t 441 SF �0 >�m C '� ` ` \037 AC
% . \'4 0.49 AC ) . G /4 p 15844 Sf / ` J/ 49 ` \,�\` /'. s, \ 13.363 SF
\•9 ` 036 AC 1 / 0.31 AC
-2 15,493 Q '\,lye \\ s / 15,493 SF
`,\ a7 \ \ r o \ FRoeOs . o• `�. % 0.36 Ac
;\\ 11.864 SF
/• `\ 051 AC \ W \ 16,421 SF /' 0.2' AC
, 18,oS3 SF / ,T /. � /' < i S
STANDARD LEGEND
N
WATER VALVE
(a7 5
WATER METER
FIRE HYDRANT
16,710 SF
TIE - 038 AC -----
---
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEAN OUT (C.O.)
---------- 2
-___23
RIGHT OF WAY
or C.L.
CENTERLINE
414
UTILITY POLE & GUY
69
UTILITY POLE
19 474 SF /
PROPERTY CORNER
--q- 9
PROPERTY LINE (SURVEYED)
0 45 AC
PROPERTY LINE (UNSURVEYED)
SS-
SANITARY SEWER LINE
�.._.._.._.._..�
WATER MAIN
1 - UGT
UNDERGROUND TELEPHONEJCABLE
at s
GAS MAIN
-UGE
OVERHEAD ELECTRIC UTILITY LINES
19,074 SF
STORM DRAINAGE PIPE
__ - ---
CENTERLINE ROAD (ALIGNMENT)
0.44 AC
RIGHT OF WAY
----- _ _ - -
EXISTING MINOR CONTOUR
_ _ _ - - - - - -
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
41 t
PROPOSED MAJOR CONTOUR
- -
PROPOSED BUFFER - BERM
2006 SF /
I/
STREET LIGHT
L 0.46 AC
I ----zz6-7o ----
i
411 /
/ 21.482 SF WETLAND /
(_t 0.49 AC LI
j/
ro
M
Z3S.3q '
I
23.446SF
054AD
Gg'Cp'
/
`409
O
N
3 s
27.498 SF
AC
063 %.
40
' 00
10.028 SF
0.
D.23 AD
O
/
40
�
lr OJC
•c /'o .i`,
D,05
\. 0.23
0. 29.720 SF -
J 0.68 AC
p^ A 9.512 SF`• Cx 30'IS�ENER UTIIJ I
toil h° n, >'?0022 AC
1\
9.32 C
38,711 SF
19,720 SF
`19.634 C
/ �Q.46 AC
z¢ � 3'97
2 � __-368.38'=�-_-_ ✓'. /
".912
91 44:032J.ASF
D
__-----
202.54'-`\..
THE COLONY AT
LEXINGTON PLANTATION
PHASE B PART 2
NOTES:
1. DEVELOPER SHALL BE RESPONSIBLE FOR
MAINTAINING DRAINAGE EASEMENTS ON
PRIVATE PROPERTY UNTIL HOME OWNERS
ASSOCIATION TAKES OVER,
2. A FOUNDATION SURVEY SHOULD BE
SUBMITTED AT THE COMPLETION OF
FOUNDATION CONSTRUCTION.
3. NO DISCHARGE OR DISTURBANCE IS
ALLOWED WITHIN THE WETLANDS.
416
26,718 SF �/
c'•, ``` 0.62 AC ?/( 7 / /
`\ 18.950 /
/\\ 044
I //T
SF
1.04 AC �-
`.\
16.51]
1 \?J `\\0.38
31,818 SF b `%' 486 •�.,p_ `\ i /:
0:73 AC/'10.385AC 'eY SF \y %
r �, �;"� y?° \ 148 '�� '"1' ,✓
15,629 SF \/
0.36
20,090 SF
�•� 25.290 SF/�" tw0vO4yD \
\`� \ 0.58 AC
01'0 0.46 AC
IY..AY!
V C `i •f✓'Y
479 i\\ 4 489 j 50 \\ 37,984 C j
19,149 SF \ 1L8?_AC
/>. 2p 409 �F �' �W'7 y° / 21.989 5f\` \
050 AC y J 0.44 AC
36,935 SF
085 AC
o.4o aG' 49
\`~l r ASEMENT \\ % •> ( J.. `• 16.666 SF Ir }+ _ ,•"
`\ y GO 13.80] SF J, ``�... `.� 038 AC �.
47 .V i q^ \0.32 AC .•\.. / `� 1 Q ORS
\ \ ` )) o° i 491 `7�s4�`�\ ! ZS�B^" �"\✓ \4 % 50 I
20,057 SF
0.46 AC / 'Ss 17, 790. SF "'+13,357ASF
C 27,339 SF `, \ \ /% bJ. 0:41 AC ` 16381 6F % /�96 , •Q,31
' 0.63 AC
, 13,710 SF 'r
` 475 \ ��' 1 8 ^ ` 16,282 SF `, /• �3 .0.38 AC A 0.32 AC
(. \ 22.109 SF \ '` 1 G9 / FJ . 0.37
/,
O •`\? . 474 ` �\ '/� \ sg h� /' 49 � '�J• J / �`` .16.130 SF � G° �' ^- j0 � ., / � H
•. �`� \a op 2t 441 SF �0 >�m C '� ` ` \037 AC
% . \'4 0.49 AC ) . G /4 p 15844 Sf / ` J/ 49 ` \,�\` /'. s, \ 13.363 SF
\•9 ` 036 AC 1 / 0.31 AC
-2 15,493 Q '\,lye \\ s / 15,493 SF
`,\ a7 \ \ r o \ FRoeOs . o• `�. % 0.36 Ac
;\\ 11.864 SF
/• `\ 051 AC \ W \ 16,421 SF /' 0.2' AC
, 18,oS3 SF / ,T /. � /' < i S
STANDARD LEGEND
N
WATER VALVE
l-
WATER METER
FIRE HYDRANT
®
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEAN OUT (C.O.)
RIW
RIGHT OF WAY
or C.L.
CENTERLINE
6 --
UTILITY POLE & GUY
69
UTILITY POLE
PROPERTY CORNER
--q- 9
PROPERTY LINE (SURVEYED)
p ---.e
PROPERTY LINE (UNSURVEYED)
SS-
SANITARY SEWER LINE
�.._.._.._.._..�
WATER MAIN
1 - UGT
UNDERGROUND TELEPHONEJCABLE
GAS
GAS MAIN
-UGE
OVERHEAD ELECTRIC UTILITY LINES
i ®■ ■ ®■
STORM DRAINAGE PIPE
__ - ---
CENTERLINE ROAD (ALIGNMENT)
RIGHT OF WAY
----- _ _ - -
EXISTING MINOR CONTOUR
_ _ _ - - - - - -
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
N
PROPOSED MAJOR CONTOUR
- -
PROPOSED BUFFER - BERM
o
STREET LIGHT
THE LEXINGTON
COLONY aA
RT 3C
\ "`. 0.42 4
47 \ \`��` ` J / 4 O 023 AC . / '.°M1' .' \ / 00 " \` \0.22 UL_ !. 9.207 SF �' 6 \ \ COry° .'vy`, 'dam INST L n •ws r G movmm,, 509 ��' e `� /' R UND '�. \021 Ac d ro \(�. F, % -T-HE OLONY AT
` 25:166 SF"a P \ 'S 45/ -"
TEMPORARY \}Itz /�\ 11,061 SF ' 520 J
•,•r! D : / ! 92�•` 0/ 11 / LEXINGTO14
TURN \ .� 1'41• %'` f''/ / D.25 AD 9h ¢f 0.400 SF./ ,/ �> 60 aT/ bry 1
Bfl'1� y ! 9.638 SF A 1 A li`+.
n r .AROUND n / / ^ `4i�> \ ,\6. ^,�. /^``J 1 9.400 sF / ,Ct/ b. / g 1
`••\ �`.,, �� G. r \,\.23 AC / s, mo, `, 495 j .o l X05 / 10 �• `% / ao oo°j ozz Ac ; 54 ate/ n0'/ t 1 t
/ '•,[� \ �•It � PHASE. B PA `T
` 23,916 SF 'L\ ` 10.225 SF > !a8 519, V moi/ `` O° \ J/ / 1 1 0
\ /. \ 1 .. { G ` '
[p��^ i' O' tom- `\ 25,190 SF 1 /
I / fL `0.24 AC/ °. 9,136`2
24.901 SF ' 612 �`,. F'i 11.467 `7 x O 8 0, V` N6 /�`, `\ 0 21 C 54
0.57 ac / / I 0.26 AC,-' ' o ? :.511. / go 5 > 9 9,,22 C �
', 10.747 SF I y `\ % G � � \j g}• % ;yO�\ t7° 022 AC ,' <"
AC n , @. ` CSj \ \\3 9.869 SF j 'L `' 518 Q8,`✓ ,10' / '•yam, O° 10251 Af/%
8,955 SF/' / S3
_ 47 1' U /'•``O ^` I M 1 676 `,\\. d0 SO. \` '`\ S / 98240' \`✓ \ O� 4.2� \D24 AC ; > J 54 �� • Cp 11'1
15,934 6F ! o > 0 X20
/ i 671 r �. �Y /. / p, N 9,342 SF >
/ 22.551 SF I M i 12.708 Sr 0.37 AC O S y / -+,O 91• %' ri, 021 0,'
029 AS .`'`i 9.784 SF\ `�„%'
•/663 `, 547>JA sD
r ''`ry 617 JJ pµ3p1�0.23 AC % %j n \ 9,663 SF '�•- (09: f
\, �% 10.049 C '
t0581 SF ' °�� / \ `` 0.23 AC: J `V � J?, `0.22 9,458 8F
46 �+ 1 670 62BT 93.19 \ 0.24 AC �,. B J \,./ 514 J / o �\ 5/
\ S I / \ / .^` ` 0.22 A I
e• 1
21.Ti SF Q 19.606 SF. i __ __-, -. - __ `�/\, 00• \ J a .,0.22 A 575 �G�\,//' �G1 53 �Ptl / \ / 0 /'\` ` 57. S665F f > .
0.50 AC I U 7 ' 0.22 AC54�``/ ' 1 I
041 AC m
9.491 1 I
0' DRAINAGE EASf31FNT m i +' I 60 \ 10.200 SF 2J `V , / ✓�Ch`
J /
AC 022 AC '
0.27 53 C "
T •120. 60 V
.54 m r r IiIaa' .23 AC i <' � 00. `` X10
V ' 609 i W i 14.962 Sr ` \\ \ 0 % S• .J9. \ / °O �> ` 10.898 SF
1 10.613 SF , __ „0.34 AC J 40°^`\ �p \. / 80• /:` \8,968 SF /' i
I 10 305 sd o.za Ae= -
i O I 0.24 ACi @ .h1' • \\ yBT �\ � qg,� \ 9,08 s, / ' 54 AO f'': ' Y
o I I m_-'' g3 Cly /)\ l 619 \> °206 cY t1* 53 _\"�o1i 0.21 6. �> g6' p 1
19.5]1 SF q 4 \ 8.803 SF '11' % n ` < 9,400 SF
0.45 AC I a0 9G 2 / \\ 11.856 SF / 'tl ,^\�S? 6 /•:T / iA \ / \ , 8
? 0.20 AC / 0 22 AC ;
1'1' / /4' Oi \ S3 '..�\ /. /'Y�p
:B ¢ Irl C' \ ` n `/ 62 ``•` CN ��•' yOG . ( 9.443 SF i / O 3 �/ /54 �•� 09N9''i / / 1 1
1. E_.. _?__}P o`I10.373 SF/ O io.643 sF / 3A
1 146 o _ _. 's 1i ' �./ o \ o.z4 AC/
r 1Y i 21.576 SF \ \ o /�`• \ J O C
W 128ON SF 1 0 0 95.00 34.82 i 0.50 AG \ 0h' / '�' po \ J`ir ✓9,]12 SF V N / •y '{ ;'
046 Ac 1 as ____'+. cts - a \ / 621 •Soo: \'' 06. 17 i \'.� 0.22 AC/'r />`\ i •.g F 1 !
•. 6t^ 1 do7`� C19° •. \ � 1o.6zs sF, � 55
` ` 0.24 A / : 1\ S �\ ` 53 �`\/ 999 \ 10.021
I I B 10.606 sF 1 FO _ '\ / , O° % S A 0.23 AC' Off, ,� ` 0.42 AC I I 39. 1
1 46 I g P.24 Ac 60 �`� r-- \• i 62 a>°o ry /597 % TEMPORARY g \ a°� �' S5 1\ 917 DF
_ __.I Dst AC
I d `---------' ' I o p. / /". A • !� 551 `\.% by ry5' ,. 10.555 SF 1 1 \`
t 1100.607 SF r 12,743 SF I '
t li 0.47 AC 1 r420.00'__t 0.29 Ac i 60 10,525\ \ / /% \6 % IQT1 C \ TURN
---------' r I 0.24 Ac \ / / o.3e Ac ! l\. \ ARU D - / `\ozz > 5" ; ` oz4 Ac �> 2 G'` ICJ \` F • i
t M r 20477 SF, oe / a> j 9C3"="�`�_•"_
7.</ 55 ``,% <'� 'ad,
1o.s�sFl iD $
9.109 SF / 0° //^` ``,9,740.SF > Y
0.32 Ac,/ --
"0.28 AD/ a>O 4T .' S 1 �\ ✓' N ,
i.1b''^__ i o. � .> v 91' � 55 •� 9'S II 12339 SF; �/
9.7915F
\0.22 AS/ s c Ss
55 ` `--------
0
12,5]5 SF > CIL 9. \,\'. > 8�. 1 h \ O' / O° - $- 1'
aT i 0.35 AC \ `/ /' "oO
0,29 AO / b /P.\ \ \> C" 0°• `\ 9.906 SF >.y' - S6 \
46 1�a , : 1.n. 85. �� 62 `' `. > / \ \\ 4/ /
09 G \\moi,` O
10,934 SF � 9. 70, \ 14.498 SF /' S$ 'rj\ ` 56 \ ' i r
Y. \� 025 AG/ G �' 0.61 AC /// 0.33 AC. % '^ >\ m `✓ 00 ^`\ 031 Ac : ^" dt, 19.537 5E I
Oq\ \\ / \ 00 `\ 9,887 SF 80. 0°' (``.10.590 Sf ` '\ 59'^ M1•\ \ 045 AC 1 /
�G,•6i�a \ Ac/' o `\0.24 Ac
y 9 ' i
' `Ft G2 'e' 56 ` "q%' ,�, \ i_ .29.659 SF J
/ 62 oz4 Ac. \ ,\\,./ i 58 0 / o . '� A8 i
18.435 \ ♦\ �\,; / b 6
� 1 d ' 571 b/- '`\ osa ac /
`aJ . 0.42 A�\ \ %' 14,6]] SF
l
\ 13,165 8F j .26 AC, 00 \ 0.34 AC /' O• \ �,a\023 AC / $7 ms`s ` 10.188 SF ,1 \G1 CJ /
9 \ 030 AC `> 66' %" \ % \ % ®'`� `` ,�h
>
a5 r3'y 1 '� �. 6 are ,,.. r ego• 58 a°'21
s,a91 sF ,`, go? "'° 57 1 I
'�" I ...< .•l,l3a z 60� ,' 594 ^'OraEo'JJ \ 0.22 AC
' 17;263 gr /
41.04 SF 1 46 46 \ 84 .}%}y' J^ 5� SF r ••. 7 i ' 14:364 SF ,.'' /\ d0 6 \ '0 � \ � y � ' ' � 11 010 SF � 830. b r }
1.04 AC F' 11 15 760 SF ```t > l- '% 6.25 AD .1 O' •/ IV S} 1� >�/ 1.18 AC _ I i , '� `\ 0.33'AC�% 00. \ O C`q,e53 SF. \\` 10,865 sG�p'I
0.36 AC I ''`�`\ `>O 4t*y
13,158 SF
AC R ' 45 I o
I
9.466 SF / N
l-
0.22 ACI M
' .y
\0.72 9C_�
52
�\,
11 592 5R \ /
O:2] AC.� 1
22,191 SF
/ `051 AC
qcoIm
10881 SF
\ "`. 0.42 4
47 \ \`��` ` J / 4 O 023 AC . / '.°M1' .' \ / 00 " \` \0.22 UL_ !. 9.207 SF �' 6 \ \ COry° .'vy`, 'dam INST L n •ws r G movmm,, 509 ��' e `� /' R UND '�. \021 Ac d ro \(�. F, % -T-HE OLONY AT
` 25:166 SF"a P \ 'S 45/ -"
TEMPORARY \}Itz /�\ 11,061 SF ' 520 J
•,•r! D : / ! 92�•` 0/ 11 / LEXINGTO14
TURN \ .� 1'41• %'` f''/ / D.25 AD 9h ¢f 0.400 SF./ ,/ �> 60 aT/ bry 1
Bfl'1� y ! 9.638 SF A 1 A li`+.
n r .AROUND n / / ^ `4i�> \ ,\6. ^,�. /^``J 1 9.400 sF / ,Ct/ b. / g 1
`••\ �`.,, �� G. r \,\.23 AC / s, mo, `, 495 j .o l X05 / 10 �• `% / ao oo°j ozz Ac ; 54 ate/ n0'/ t 1 t
/ '•,[� \ �•It � PHASE. B PA `T
` 23,916 SF 'L\ ` 10.225 SF > !a8 519, V moi/ `` O° \ J/ / 1 1 0
\ /. \ 1 .. { G ` '
[p��^ i' O' tom- `\ 25,190 SF 1 /
I / fL `0.24 AC/ °. 9,136`2
24.901 SF ' 612 �`,. F'i 11.467 `7 x O 8 0, V` N6 /�`, `\ 0 21 C 54
0.57 ac / / I 0.26 AC,-' ' o ? :.511. / go 5 > 9 9,,22 C �
', 10.747 SF I y `\ % G � � \j g}• % ;yO�\ t7° 022 AC ,' <"
AC n , @. ` CSj \ \\3 9.869 SF j 'L `' 518 Q8,`✓ ,10' / '•yam, O° 10251 Af/%
8,955 SF/' / S3
_ 47 1' U /'•``O ^` I M 1 676 `,\\. d0 SO. \` '`\ S / 98240' \`✓ \ O� 4.2� \D24 AC ; > J 54 �� • Cp 11'1
15,934 6F ! o > 0 X20
/ i 671 r �. �Y /. / p, N 9,342 SF >
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EX. HYDRANT
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20.394 SF 0.47 AC Q `` /'
LEXINGTON PLANTATION „-- e�oFo�:' \
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C
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12,555 SFr 1 12 332 SF y 0.31 Ac
ti\ - 7-.. r A1 0.29 AC m i 026 AC Y a,``
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ASF
r I
1 I
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1
I HEREBY CERTIFY THAT THE DEVELOPMENT HEREON HAS BEEN
GRANTED PRELIMINARY APPROVAL BY THE HARNETT COUNTY
DEVELOPMENT REVIEW BOARD PURSUANT TO THE REGULATIONS SET
FOR BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHAL,
PLANNING, AND PUBLIC UTILITIES OF HARNETT COUNTY, NC, SUBJECT TO
RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF
DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW.
DEVELOPMENT REVIEW BOARD CHAIRMAN DATE
GRAPHIC SCALE
60 120 240
( IN FEET )
1 inch = 120 ft.
480