SW3220805_Deed Restriction/Protective Covenant Form_20220921 (3)

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MATCHLINE SHEET 2
EX. 5" SQUARE STONE 4" MATCHLINE SHEET 1
ABOVE SURFACE
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1 l i `l , ' w MATCHLINE SHEET 1 , ' �ry �4� \ _-w_ I I ► ► 4•I I ► I I �� I I ❑ I i' ..-IIIIIIIIIII--_ �__
%°' � BMP SDE (PRIVATE) %li 58 17
` 30 o l el ah ^a BMP 3 4 � , ``_1- ^�` �■03' t- ��YRj '� raRD ► t w�`' o ► r59 ► , p 8,768 SF t t I i S76.2 " -� ,_ ~llI - j�
1 0 z f FEMA 1 ANNUAL •a` - � \ p -1.. 2� JW 7 -_ CAL) 1 ► 9 067 SF o. I I nl � I I Q: ;w I ► 1 ti� i 2O SDE o3 38 �
� _ - WET POND ai \ 'L -, 8.57 ► r I 9 006 SF �r t 1 I I � i ca I m --N r�S ` - ~
S16'03'38"W 20.74
S87'06'34"E 332.84
_.__.__.__.__.__.__-_--- --- _.
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SHEET 1 OF 3
1 1
i i .a y * CHANCE FLOODPLAIN =t1► �•., 1 �76■ ---� I a �! 1 1 v�11
► ► �ry V) I ► 10,017 SF o� �: �PUBLiC} r e B iI EX, #4 REBAR -- -. �.__.__ --_ __.__ w_ __ -- �. �_.__..�_._IF I
! 0 . q, ��. _ n� 4� �_� ! lw.� c rt ! r 1 � QAT SURFACE ---�_---_.�' I BOUNDARY E D _
i , ter" \ I v . CGS 4 - QO r ": o� 4 _.. 70.0 - _ ► O t i i / 1 'r 1 I I; S 1 fi'03'38"W 17.02
i � uo v ► _Q , _ -- p p �, _. _ _ ► I ! ► , D d 7,897 SF # I I
► t O a) t -A I r _ 136,370 SF 9� `-`• M 3 41 it7 \ %P- % - -_. - --.�•_ _ jj _.._. __ �__ -�•--...__-.. �C° _ z ! ► 20' REAR YARQ ' � r - Q { z0
j ` cp OQ N -P �'� J�2 `�� I n - 3D' 76. 78 - __ . ItI$5"3g' - -7 ._--- _ - -.-r. w~ i__j L.,. _ I`TYPICAL� , ^ �.-� �4�
f to 0 cm w . 10 _ r �. �� [ IS J6"�y -- �.__.. -- ---.- / !, ^� �-. 1
1 ! to � \ v � \ r - I N \ -off r -``-• - . ��'R11rgr •37 36 2 186.29 TOTAL -- .-._.._.-__-_..__.I / --r - ` J , 1
! 1 �o tQ,� ,,,� 5 �, .� � : �,.1 - E) i 2.42 7Q,14 r� ��` r S6 t1 ` --- �N 1 • r� 522' 13'34"W 5fi.f5 I I
1 tr ! BMP SDE (PRIVATE) c PARCEL E •S9 z; 4,5 4. g , i __.___._.._._.y_._.. �_. -3 SDE (PUBLIC) I.__57.09 � U // n s�„�,` -,,-j
► ; s `"' � �.-1� BMP #3 2 J e -- ._..�.. ..__ _.__.. /-~---__- __�.__ ll � I ,c 7 `- � I
► WET POND }� 107,807 SF .�..__- yn 4.2a T ._. �.. .__ .__. ._.._.__ -----r ,' )•s� '- � j I
1 Itt - � � 1 3O EASEMENT FOR �� ry r -- >> 4T,�L : N76 43'39"W �, r/ _.._ ._- - _ r------ / 1 1 cn
ff E , rn ` �� i W TURN AROUND ,,n / -1 - `\ �:` 92.15 TOTAL �,• / I/ ,5 ti i �t,
{
1 �,�' (p ,`"�� /. °` // // G� ;ya �,� 10,331 SF .� 1 �•
I 1 i .- rr -�,,-- ! ,' 62 -1Ar .\, �,, 9 � RGBERT J. DAMRON & �
'�' ► I L22 30 cr r .> I Qom. -C - ,�', v ;� i1
3SE- OD s 11 383 SF . S22 13 34 W 41.74 WIFE, EVA I. DAMRflN
1 � ," /r �,-1 00 I DS �� S /' D , - ':;\ s► " j/ =`t DB 1045-$35
2C.Q4 V 132.22 a f �' �. M oa �n aI r ) �, .` }- Rp r N �1 / 0 \ % � �y
_� "� / v I / �. �9 / / ?�;N 7 If I TAX PiD 4O4 140 w
[j \ r
111�11111
�' I �� �° / %, �Pp � �' RV" o• p c� ZONED RL CL
+• I `� S89'21'49"E 158.26 TOTAL C74 // 12,466 SF �4zK �,' - I ,1.� /�Q• // -„� 4*��■.\ ��,r � // �1 /; �D� �. %, 7 'k. � /�
1 Q] t s I a + - ■ f " / c / �� ��� j I �• `+ //0,0 j� ■S %% -,� / / / �, •.��� .�7 / ; � f f , Z LU n
ti C c +. �., - N 1 1 43 41 W 12.81 / ,.5 \Q .1 G+ Q. �Q 6 . . r `, r �. �,o �,, . / I / S33 31 03'W 58.90 U N
iA rU NOD'38' 11 "E 37.49 ►� . , ' . 1. ;v �-,� // p l.. r �,� �� I/ D'� 4o- • � 1 a • v
i Q ; � -A ` \\ fir• ,•`-� n 1 - 1 „'i �,� Sa •� ` S �■ 9,187 SF � I `� �"
n - __ a CGS 3 � $ 750 SF o v \ ! � ,�
+ ;� '..� + �--- S89'21'49 "E 155.52 TOTAL `\ le ,' �a r ..� 1 v 1 /.% �` � p,' `! , Q`r o // `% `` �' r •• W �v
< < C 7 \ .' �.-, a► I rn 131, 481 5 F / . � � / cc .r . / . �&. / \. • �•
i y 5 \ , �p 1 0o I Q / �� / "]Q) ,gyp O- IS / N. ` / .- .,. ,, IF � D Vy
L %2fl.35 70.00 65.16 \%e r' ©I . ,/ �'� �� '`\ / . Q ,y D // �.,� r .
X• 4 REBAR 26,69 1
: ` � �� I // i� �N / D `� , D• / :?t• / � a_ -- - S87' 10'19"E v=
' 12,Sfi6 SF � . , o a � ro / �,� � � �.._-._ AT SURFACE w �
r 304.30 TOTAL I
230.82
�► ,- �+✓y2 __ ! , • ��'IV . s , 7 455 SF �� , D . .09 5r�:-.�
s4 �+ I
t ,z `9 _ - "` 8 750 SF ex � De�; QD .' `. %
; V. p \ .% 4 n ,-- (p mop \ 14 . .,. I 1% I 111) / N 'N INOI .. .41 5,,,--, 1
[n ; ■ ► '"•' \ r I L7 to ' it N' r � / '" / N �� / A,Y 1 1 .i8 �
� :; r� I °° _--__ t I f f ��'o , � c, '; ,/` �`, a s A° PARCEL A I I L 2� -
I
I \ � •"' PARCEL F - I .� ! �',� \\ r�- N . �, \ o I a L11 + I
►% 39,299 5F ! 1 \�(� , �o' ��� 7,455 SF �� FUTURE MULTI FAMILY PARCELI 1 '*40
` ► ` , '� I m ! s / / N a \ 192 983 SF j
Ii
!, 1 N44'35'39"W i .a, 'gyp \\I/ �, // &,'% e �6'' ' i 3 4
Is 6.
► '; � 33.71 1 10,307 SF I v ' ' w /� Sr'. N-, i 4• -, Jvim I " i i
►� : aiX ' 'tom / 4 I �` `` A��Ae
EASEMENT FOR I I
i � . ► ,� © 1 1 (A -i "1 D � a � 1 1
+n �� \ 1 I � 0- � �` �- ` •,2 rYj SUBDIVISION
I � /w� qV i =,43 QEIf ItD * `, Q � ^_\ I a SIGNAGE MONUMENT !
{ 20 I � .� o ;, / . �, . (V o , c I
(PRIVATE)
r1• A'- C�
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S89 21 49 E 123.56 4 to_ J I Jiro o ( - �" 6 � � .� `.,S, � Q'
' ►► '�' � �' � N$9'21 '49 "W � I � ,►
qjv►
►� , , � - 4,3� 4 ' �_______.-___-______ i �"' p4'a & '4$ 7 SF -� ��: ROWAN C�L.IIVTY, NORTH CAROLINA r ryri
'% O\% 11 co
File for registration at ■ �7 O C Ock °�i� EX. PUBLIC UTILITY EASEMENT V
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034 1 i illl
;: ; `% ► ,'`� ` � d v .- i < �¢ •Doi /f ~' % '' Q' ,/ t I i
► ; ► y 1, " CA v 1 +%,fir c 1 I °� / lV `%. ' �0, '� I' s °x 1 I
BM 9995--7805
1.
) �. -� st�r�d I I 4 \ , ■� �► ► '; N51' 18 56 W ,_ p 0 1 q1 6 g �� a -. . r _ and re i PARCEL �
/�'; 20.52 j ¢ 7,414 SF 1 ! `� / 9 + s �',R �` 583•Q5= .. n BOok FUTURE COMMERCIAL PARCEL
' .: �% 'e v' [] [� I I r I �' /��`' s E, ..q 19"E S88 19 11 E % Page i ,
►� Q / , cj 140.0o TOTAL l 1
* `J'o:► 1 �cp �� ¢'- ► #" +o I S89 21 49 E 123.56 N I , i _.._.-----_--_--_•- .._.. __ // & /I / 1... - -_ --.- 70.00 J.E. I n e T•E : �" I 75,140 SF 0 1 m
,� �. , 11 '� t L.____� _-.___�.___.�___J •- -•� - r - -- 70.00 R 0� ❑EEDS i 1N � BMP SDE PRIVATE
►� N. - ■� ��'3 ' �, N � I - ".� SIDE o •.~. _' , �ry ,-�� �� �6 J. a 20' :n I ;-'-' BMP $
�, ��. \ \❑. r, --- _-.___-._ .- - •_--- RtVpTE N ! v ry."•/ '� �' �'- _ �PRIvSOE 'v f BY ICEP�JTY V_ r DRY DETENTION POND
. ► n ;_ _ �'-` --I _- (P i G 9,603 SF / / S S ,. _ �(PRI ATE 2O SDE I I to 0 �.
r-• tp . ► : i \ T_ T_ j 5 SIDE YARD (TYPICAL) I , t i _ - ._. _ ._.._.-_.___. __. _ _. _ �_ '� a� / 6 G r F .- --_ _ •_--�--- � PRIV F W I v) ,_ j Q
w 1; !� vp\ r . N89'21'49"W 112.99 � I m.-. I _ �.....•-.. - - -1_• C~ v 44V ■ ) i 2❑ REAR YAR -,_ =�� �.� �� ��, .-� �_L ATE * I• : 1 I
da � �,. 1 i PI I 1 20
N. ►.� rn ► ., \ ,�•• a v I 7 I co y , �• ! •� I I I I I I REAR YARD I I 0 i
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�" ' av �" �'• '; `, a t7,;, �`� �� FEMA 17 ANNUAL ' v co O - 7,406 SF pis �,�- 2 N �� a �f // 4 �O v f v j t I (TYPICAL) i 0 I I �' S1. '
c� r., ► � , z LO _ _..� c3 / I ► v v 1 I .-. ,-. 0 Ir f f -., 2 I
.- ', ? •';�3 ' CHANCE FLOODPLAIN ni '� '� I cvn :..1-• S - f _ _ ___..-.._.._.._.- . --..._ --•4.. .�'ti ry I r/ 9 1 fifi SF I I cv 'n i i � I I I ! rw- -' I u; u� I I
► \ �
�a- ► �; T: cTsy ', '\ BOUNDARY L _ _ N89'21 ' 49' VII 118.07 1 .� ,.-� p, ,,v�.�[i � r , = I ► I I 1 I nr C Da } ..
v v -- _ _ .... �..� �...... - / / 1 ► *-� 1 I 1 , ,--- in ! ( N T I,
2a PD
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�1�- ` ' \ \\ ', r- Q�N� •-..'• D �`�;3 -v / I wI I I! I1w 1 ► pI I to, w
►► �� , c:* ,, '•; rn - � �� ❑ /U -� / ► C�c 9,251 SF I I w , 1 I ; a. 1 ,r, I I
a 4 ► ¢ . �, ,�� �,�' �a. �' c- I+ ' I I I ,: SIDEWALK .& UTILITY EASEMENT crn ! � 11 qr
a �a ►� !, ,A \ 2D SDE �► SIDEWALK dt UTILITY EASEMENT ) . •, I I * I I $,750 SF I I I , W 8,750 SF 1 v I I LOCATED 4 BEHIND THE PUBLIC 1 CV 0
,+ V BMP SDE PRIVATE ...�- �~- ��l : _,-~ o �• . , w ._
'It�'� ► - � , + ` C ) PUBLIC} ... � � .•' LOCATED 3' BEHIN❑ THE PUBLIC Os -•fig {�1 -p FSQ 1 ►1n � I I o ! I I F p < I `30 RIGHT-OF-WAY PUBLIC) w ' r, caIle
► ► BMP 2 I Q ..--' -. �_..__. .._ .,.�_':__ .. COS 3 �'Y "� 1 I 1 * I 1 i I Q € � 1 10 X7Q SJ 0 V) r�7 � I cv
- E ,. RIGHT--OF--WAY (PUBLIC} . C I l I i • I I; I I PUBLIC C.
,p,' 0 :► ,■ ', ,` DRY DETENTION POND/SAND FILTER i .- 2p c -M \ 281,085 SF ,> ;� --� I 1I v I 1 0 � 1 I 1 v W I '- SIDEWALK do UTILITY EASEMENT I � T• i Ica / 0 I L0
T ►. --" T "`- ► I ► I I ' C? 1 u0a LOCATED 3" BEHIND THE PUBLIC EASEMENT FOR I I EASEMENT FOR c� ! ►
. �n ' . n 1 ,mr- Q --r 1 I I 1 WATERLINE &
� � �-` a S� . � 1� -.. t- I I WATERLINE dt � NiI .�
7� \ ►. ' �..-r 30' SDE .1 \ C$ a) -*_.,`-�.-_-_� 1 1 I I ! 1 15 FSB I RIGHT--DF--WAY PUBLIC} METER PUBLIC} I METER (PUBLIC) 0 ` :� • •
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r
' LO
�� , 00 __�. �.. _ .__ PRIVATE) r``'r '1 ,..-"- - �06 ► � O91 �' -�-• ----- _--_-.M__j� 1 ' �TYPiCAL) I UTILITY EASEMENT �-
,�.'J `� �� _.� '~-- +_.j-�___----___. __ ___.3 ?� ___� SIDEWALK �c ! w' C, f 5 5
RECOMBINED WITH N87'3$'27"W ' i o - �.-- . ....__�..- 4- -- -- D -- r -I v - \ . 2. '
_ . r, : - '� r ) .. ] DIG - 18. 64 20 ' 30 L8 'S ! ►r)
TAX PID 404 138 ' �.2 COS 5 o.: __�-.__w______
' co
► ; ` r c� -a ; -y° ' I -.3 qTE-�} -�.� �_ 70.00 I 70.00 TRANSITIONS FROM 3 TO 4 BEHIND THE
33. o ! _ RIGHT-OF-WAY P I -�- L ... ..--._1- 4 � �.� �,
41 % 1 : 0 e ' 15- \ ° 1 to 584" N � N S 4S �,'� --- __ _-.• _ .-. ___.___ _.__..___ PUBLIC RIGHT -OF (PUBLIC) _ _ --..,__... __ ,...__ --_---- I I I
► \ : �-V'\ ► `� 212,741 SF ) ..0 r-A, 'o 57 15 E 125.0p � I �" 1- Si►0 � + 0 -- -•• -- •-_ --___ ---- _--_--__--_�•_�..___�_ -•- �_____--__--_-�- -- __�_
%{j 1
I a./ p� j N88' 19' 1 'I "W 323.54 TOTAL 184.9a 142.3q 57.8fi 588' 19' 11 "E 17
?O ' : : � (.A .- Q ) \ ! , `„ `-- ---- __,� ,_ t ¢ '�Lj � C'l LIE' N89 31 59 E 200.16 TOTAL 49 I 1
1 ; , � +► y ° ` -~- `s [` �� "� � � \ ! N i T 12 21 E I , / r R� � !
\ �' � \ : ` `,� �, m- `�0 I.e \ � �`� � \ ! 1 � t 15' EASEMENT FOR WATERLINE O 20' PDE
* � G �. ! �► =, `, �• D ,--'' > � 1� 8,7f 1 SF ] j �. ' I I I w / / - do METERS PUBLIC © (PUBLIC) C6 _ v I w
', ► �, ` ti �'- �� ,�- ASS ',� ���"'�. �� cp d5 1 D3 __�, i }�ViETITTE TERRA E z
`'h is ► \•. d) \ 01# ...'•- 0w �,9 �--N► � v 8,134 SF a I ❑ 10,221 SF / / e
LG I HOMES -- N C, LLC G,�, 7a _..� ; X ,'� .6•--.• �G�', N A •° m - �, I - - S� ■ - a`. I r'? ,a. v f . /' • �1`0
,., , '(' kb \1•' . 1 ►, 1 (��► `, �. SID .- '� ; C.�1� �J� * ry� �] , .. d, r �r ��� . n' �, 0 i� _ ,, 76.1 r I I to r � t / , '�
TAX PID 4O4 138 •�� A-� ► ' •,_ ` ..1� 4,rN / � $ V y �� - 0�0 ����- '� `� �' - 4" I 00 °° + 14'
\ .-
(FUTURE DEVELOPMENT) ; I '� ',� -; , �p i �.,?O,"• d' o 10 v&. �'� :o) ',°..I �! '- -� .27 I `� T ► / /•°�
t,� E ► , 1D ...'' ! O /, C10 v �► �"r�bJ 1 � - N "�.•� I t I /Q)
BONED PUD ; I Va` • ry : � � �, , � a \ cp. a , -- - t , `-. �b
►% •.\ .� + 1 a .* �, t� \ � � '` .1 try +n � - / /f
� / ;•-'' `�©, �I 1' � , "'' 8,774 SF �� �] �, - 2�) 1�6�-% - � �S"21, _�I // ry
: ��
.-% ` 1 7- t S. 9� o \ 0 ; i �p {+ate -. _ 13 -
A. r, \ I�
r •,w ,; -\ �V",�'.-�7
� ,, ,�►N■ t •'\ 00, ' �� �+ \ V /- �'C►'r r \1 ^O •his �, 8,779 SF I � I -- �G�]7 44
. % i :a LA I \ \1 6 .0 4- \* I _
I.,. . \ � S5 .0� 0;��,� T-P./ i,, I
y �It, . "'e'. A % \ (.ph ,- I ".."'o,"', 10 %* , f� -F, v ..- . 0^\ \T I 1.,%.
''� �; , ►`�`� \� ,r✓''-� �•', - j 6 0�, 1 $,8.-32 SF �00 �\ � 7,8$'4 SF i
D'� 1; ►, `, \ �`�-�%-1. \ --� •,r l3' � a3'. .� fir' \\ /--�S6,5- 1
loo,Q \ 1 I
pq (,,t v �� �% '', %► .. �•.' �� � . �.' - � � ;5 \\ ek% \ // Gco ( + / SAD -. - -.�3)• �� I
1
__& 11
► ► : to \ (p n . \ 'p► I !(;�
67 III, v 10 ')
\' � , \ \° \ 4 � �"\ �', 9,801 SF ,� 8,822 SF i
N,*%. N '% % \ \ \ %p \ .e_k 441,� / l-% *-%*%.A60* L-h E I :­
#, eb / .1 L` )Sr � I (0:))
. '% Vi A \ .;� '. \��\ T . - (9 ,- , �d __ %\ v / / 1%. % 0
c \, '% *\ 0 \ "�-\ -.-.7, 4. _4ft: ., 1�t %% 4%% 11%
I.
\rt
i_ \ ; .\ � a *t a f. o,N ,p s \\ 12, 45 S
�. t -1 �\ b? 4 gyp. '.y°` qg.' � \ I
• !, ', \, is : .� Za, ♦rl�;#10�Y `� \ k I
%
• + G
\.%, N .- 8 524 5F rl r I
v t �5 ,.% �,\ •` cry ,•�� I �
'• '\ ►� \ ',. �, fie' �' � \, a �\ +'L$r� ` •00 '� \\\ • \ \� �a 1 4a ap
!N !`' •► . \ cP ' �p 20' SDE \\ . 0.' •• \ \\ �f ► (0 v
',• ' '. r1 1 (PUBLIC) \ .` .e •` �1 `\ \\ I ,r7 0' a
� , \. ► ' \ ' \ �le POI � \ I �� _
' \ •. � 1 ''\ :1. \ r' , .1e \ r' \eol \ I p �
1.
► j xr. IBC. T
%\, i `� `•''` \ �'1.''` 83,409 SF ��` 8,336 SF 1 ., ,,,Or �\ F,0�0 \ -o� 2 N
\ ) ., I I \ k 1% \ (-) lop . , � , - It �) .\ V
I . % A I , 4b --' 01�4_) ., , �
I I I \ -..\ ry 01 7�
. \� , 1\ , \,, 3r \ zo "h 400 '. .\
I.% \ � \ .
ul� Ir v.'I" 00
0- 109 .e.101 .001.11 I \,
1_%.
11 .11, I ..,
! 1%'. IN
ry �+
'*%. `, \ ' `•, \•.,� '[� A �.e ro 9,021 SF b3 .e�.-1'[ \
..00
-1
'��., CQS 5 \-\-� -'.•� TO. \'•\ `` T *0 crD \\ ��� �. `•`� % j w l
212,741 SF `•, `., �i' \ \ V \ de,' �.' /• .s
D \ "
\ : \, .� , 11 ,
VICINITYMAC" �- NETT ALE °�. ", �. '0QQ . \ <\ 8,569 SF -."/ A
\ � /
. .r 111 i *% N 'N \ , , N. .N \ \ \ / I u 1
r ,
i , ZO .sk1
S%
,� A� � ,�Gy ► �G ►\ , �%.� \%,% q.� P.[,, if,1 'Aid. �1 ''\ 'tT ��/C,& I l
'v t 5 f (� REVISED 04--12--2019 TO REMOVE INDIVIDUAL _ , - - t ,,e
LOTS ADJOINING THE FLOODPLAIN. LGI HOMES -NC, LLC , � ; `;,.► 1%% 0�kh r `• n ___-L--j
D8 1297 258 ►►;$ '; ° 0G a �' 1 `t o'
D 04--01- 2019 To ADDRESS 4 4 138 . c^ y �% �• C . 2 REVISE TAX PID 0 ► r3 N► _ ; �,► Q 0�y r3 \ •\ )�
L,,,� GRANITE QUARRY REVIEW COMMENTS. FUTURE DEVELOPMENT} ;; �".� �► '' ����QyG �� • \ `\
REVISED 03-19-2019 To SHOW EASEMENT ZONED PUQ : - N \`;► ', � \
FOR WATERLINE & METERS A CONSISTENT �� ' �! �! � � 1 \ \
toetS� � � �- � 15 FROM THE ROAD R f ITV LINE m I `�
(:Pbr
0
VZ.k
588.19'11 "E 266.59 TOTAL DEDICATED AS VARIABLE WIDTH PUBLIC RJW u 35'X35' S.T. � C • `�
_ _ w 55.07 70.00 14140 -.52 (PUBLIC) °& v 1 u
D� _- �.------_- ____-._w__----___ _- �_--_---- _- __--__--_--_ __- �. 132.58 58fi'1a'19"E 2DU.14 TOTAL 24�' PDE ri I '
_...-..;:p W- -,' _-_.. ______ __ _ u) , p to � __ _ -. _ _ 67.56 S88' 19' 1 # "E 175.D6 (NCDOT)
ZO\3�c\O� �TYPiCAL) t-.1 c _., _ _ ._._ -- 15 -_ EASEMENT FOR ----_,..... �. �..._ .__- w-_ - ----- •- - __w _ _ �, _ ,- �. _ _ _ _ _ _ -- _ _ .� ,� ,_ _ - -- _ _ _ -- _ -- _ _ _ _
�p I I v 1 © SIDEWALK f UTILITY EASEMENT 30' S R WATERLINE----_------------_-.----�.____,-,._�.,__._ _.___..__.__ ____________ �-
r I 10 81 v LOCATED 3 BEHIND THE PUBLIC S R/V�r * METERS {PUBLIC} 15' EASEMENT FOR WATERLINE - --
c0r t 1 I t6 a- ! ui RIGHT-OF-WAY (PUBLIC) (PUBLIC) do METERS (PUBLICF) C3
) I 100 I 99 � I r-
n IX I �c�0 SF j �,� 0 # SIDEWALK & UTILITY EASEMENT SIDEWALK do UTILITY EASEMENT
0 w I � I I C $,750 SF < 1 � TRANSITIONS FROM 3' TO 1 O' BEHIND THE LOCATED 10" BEHIND THE PUBLIC
Z
9� 1
1
N.,-!
0 1 a o i r~ I I I Q }- I 'vv PUBLIC RIGHT--OF--WAY (PUBLIC) � RIGHT-OF-WAY (PUBLIC} {� I
I I 1:- 01 `t ' 1O'X70' S.T. if
cv I _' ._,: I I 10 F5 I V_ im P iC 1,
v ..- (PUBLIC) I1
I o , I 20 REAR YARD I I �n cn ,� _ 11-1
2 � L_ (TYPICAL} 1 I I 1 PARCEL C 1¢
AL .-. ?5T SDE_`-_.--".� L.,�_-------_._ _.�_J PARCEL �L cb EASEMENT FOR jj ca r
-.-_.-___-._.__-__-.- {PRIVATES (FUTURE COMMERCIAL PARCEL) if 1 Q o
to �n w SUBDIVISION
T_ 4 81.58
._----• (FUTURE MULTI -FAMILY PARCEL) 50,338 SF SIGNAGE MONUMENT 'I
N N _ ._. �.._ ._.._.._.._.._ ___-._..___... •.• . - r 70-. 61,390 SF (PRIVATE) ,t 4 it 1
I► cn
w
� � w � N88' 19' 11 "W 151.58 TOTAL•�`�'�' - _ , �•� 11© �
I * b- 4 �'• .,� \. EX. PUBLIC UTILITY EASEMENT ► I
BM 9995--7$05 !! io ►
cwi " '} `� D
I 44
J '" 587 27-3C E --- -- -.. _._.__...._..__._ .._.__ _.__�.. _.___ -----.�...� _- - .._.__...__._..._.._ �.__ __.... - I rn
I N -.. _..-._._..�.;.C� _ �, 1) I. 20" SDE (PRIVATE --.-_..-. -_ ---__-_____.._...__-.__.--------- -._ - - I
fi' SIDE _ �- _...... _ -� - �_._..-.-_"--._.._--_.._.._w-..-..-..-..-..._..-_._..-.._.. `--_..-..-.._.•-.._. _ ._.._....__..__... E (PRIVATE) ._ _.._ •_......._.._.._.._.._
I YARD (TYPICAL) "\\ / /---------------.--..-._.------.--......---.�...._._._.-- -- - - -- _ _ • _.._.._.._.._�_._.._.---._.._.-...._.._.-_.-_-._..___-._..__-.._.._..-..-.._.... `� _ - - _-...---..-----..- -r
I
I o I v IfCD /' EMERGENCY ACCE55 1 3O' EASEMENT} 0 1 r
I Q � I �n 7,198 SF /'•/ i �--'_._--.._�_ �_ 1
III in _.._..-.--__--_-_"-_._.-.._.._.._.._..-.._.__......_......_.._.. ._.._.._..___.,.... I . !
I /. _.._.._..__ ...._......_._.._.__._.._.._.._........----_.__-._.._.._-.._.._....._._.. _p
'" 1
I _......_..... !
�^ 587'27Y36"E 126.63 I I € 299.20 ..-.._.._. _.._..__..-.._"-.._.,-..-._-.._.._.._..__-.._--.._.._.._.,-.._.._..-.._._.l._..-.._..-.._._.._.._.._.._.- - "
EX.4 REBAR _
252.90
� __.��,��,��_�_� I 0 1" ABOVE SURFACE .
'n N88 19 05 'W 593, 84 TOTAL 11- 63 j 30.11
� ��� '
I 1
► b
co
10 00 I 00 I .1 i : J . EXISTING ZONING: PUD (CUD) v to jr v
I 0 I ! 1 TOTAL RESIDENTIAL ACREAGE IN PHASE 1 . - - 42.7068 ACRES e� `�
7,548 SF I { ? 0 I ­TOTAL RESIDENTIAL UNITS IN PHASE 1 . . . - . 96 LOTS ! war�Z) CS z
r � ! ! I I TOTAL COMMON OPEN SPACE IN PHASE 1 . . , 11.1477 ACRES I ��
c° �_�58727'38"E125�B3 _ I _1 1 �°' Q
* o CURTIS KESLER do ,� ��,
C I 4._� I: WIFE, AMANDA KESLER it - v
- L .� I I t ❑B 1243-552 SINGLE FAMILY DETACHED I It o
c0v ~ a IQ (O I I I 1 TAB PID 4O4 f04 MINIMUM LOT SIZE . . . N/A ETHER USES k• o 0 I 96 i + f 10 M MINIMUM LOT WIDTH . . . . . . . 50'
to +- t� I c-? ZONED RL MINIMUM STREET FRONTAGE 25' MINIMUM LOT SIZE . N/A E
o ,m to �° 7 543 SF 1 4 v �r MINIMUM LOT WIDTH . . . . . • . N/A 1
cy
1
1 '
. 0 I 1 I
. 1
w
I
Ir-r`
N I S87'27'3S"E 125,8D 1 ►
1
to
�
iL� w
C•
,,d
�-__.�__�.____ _------�
, � 1 �. _
�
U
0
o I
I
I--__...._._._._w.__._
-.__.___._-. _ _ _ .� � . � _ . _._
:� 0'
0
� v to GO -1 w.-,% , I
4 a I �- � Q I I
I EX. 2" IRON ROD
I AT SURFACE
cn
0 -z- to I n d 7,550 SF � I �
P
I �
O 1 %--, c4 a. I I
I W
---I I
I
��__ _-�- __� _- _--__--rt--1
I
I
36 E 125.$4 ! `' I
1 I
c^v I I 4
av
I ;
I i 1
94 �
I T-
JOCELYN P. CAMPBELL &
�, 1 : I
.. r-
HUSBAND, FRED CAMPBELL
? ► 9,016 SF 1 a
i
DS 123D--5D2
I� : ' <
- 0 CO
TAX PID 404 005
•
M i I cc
"-- 74.43,
I °° �
ZONED RL
" ,I
r---�~130�.
v
f -,..� g y 1 j q�
I lb
~ w
`
I ICAL j`' `!
°'
/ 9 1I
I d
111,615 SF r._2
-..�_._-..�._-__.__.__._-.w_.__._---
% 6" i 1 !I
EX,--_.-
1" ABOVE
irk
� .,1�,
SURFACE
I
/
I .` 1' i i I
/`
\s.� ' i' i
-. - 11 gyp,
n
►-
//
•. i
0
\
., I
.
1� ,4 o G % : ` 1 \ C f �\ \ Sup -7 � '�� �' I 1
VE t +� _p \ %\. pA $ •' \ \dP■ i ' ' I i JAMES H. CLAWSON
j ■.� •\ ;, �" a 3 _�• \r \3? 17,773 SF � I
LEA . �' �d , ` `. '� C$ , � �-, •,I � DB 1209-47
!� ► .�� i �'�A \ \ �� ram. \\ \nos i' �' . ! *.-
`y TAX PID 404 006
tp \ � \ \ �' S
■1 '; ,�, -y ,� `I �� �` •\ r N A.
_--__ : \\ \� / Q ' / f' " Z[�NED RL
JASON LEE WYLIE CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY �A ' '% \. 001& I �. '\'' --^-'- ► 58 It
�' `, '��� �� I }
SUPERVISION FROM 'AN ACTUAL SURVEY MADE UNDER MY SUPERVISION \ 1` ' ; p \ ��f' COS 5 v 1 �' �5 p1Ca�-� \ i - \\ � 0 /' �D� /.. i i I v
'•► '; •. `ram` • .D'A I. En iV ;�'y 17,037 SF \ ` / -t ;' I ,I ) v'
PROPERTY SHOWN IS RECORDED IN EXISTING DEEDS AS REFERENCED; THAT ,��►° ry 212,741 SF ! v ,°� \\ �� ry� i" I
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM �; �� R.0-1 �, �. - C9 c�` � 1 "' ; _ \,� \\ f /: D. od
INFORMATION FOUND IN THE ADJOINING DEEDS AND PLATS AS REFERENCED; 1% \;• I in ' \\ , 4' I _< \ :� � . \ ./ --• I: ")
THE RATIO OF PRECISION AS CALCULATED 15 1: 10 400+■ THAT THIS � ► �� x � I �' ` '� _-_..,--�.
t . I : \ EX.5 REBAR
PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-�30 AS AMENDED. WITNESS �"' ° -•- 12 916 5F ;•-- \ 5D : ► �'._�`._­­­­
THAT
UMBER AND SEAL THIS 30TH DAY of i 7r�, �•Q � v I �� \ �' /' \� '\0 ��E� 1 ► fi" ABOVE
MY ORIGINAL SIGNATURE, REGISTRATION N i t . ► / BMP SDE (PRIVATE) h, .,I 1 � , - _:-_- \ \ `1? _ �' I SURFACE
OCTOBER, IN THE YEAR of OUR LORD, 2018, , ! j i' BM 1 as I \ �i- �' -' \\ \ - -"�- I 0
FIELD SURVEY CONDUCTED i I L,. _ �% + 4 ►,� rd i•* DRY DETENTION OND/SAND FILTER 0' IF�",.
F -- \ ; Q- r-�'�'' \ \ I to
FROM 1 O--• 15--201 I3 TO '• - i , ' A• EX. 5 REBAR, 2" ABOVE SURFACE I i• ,��/'1 0 f_•_- '� •r ,�; ► - _ -\\ �\ I rn _ = �_�1Q--19-201B. 1 ►. � o y I-- •�`r'I �. �' � r r I GARY L. FESPERMAND &
PRUFE ZONAL LAND SURVEYOR MAP INITIALLY PREPARED NORTHWEST CORNER OF THE MCMILLAN '
i / ./ pr � I W�a \ ► \ \ !
ON 10--26-2018 TO PROPERTY AS DESCRIBED IN DB 650--250 \'••�• i ,'� ,� ' # ��,Bl. R � � ; ►� \r \\ ! JENNIFER L. FESPERMAN
N.C. LICENSE NUMBER: L-�4366 10--30-2018. � ) � � ` I v�p - gyp_..__ r � �< < - \r \\ I � DB 1 ❑4J--47❑
\ \ I �' TAX PID 404 129
N88'35'06"W 96.79 1 +
I, JASON LEE WYLIE, FURTHER CERTIFY THAT THIS MAP IS: I -�-- f - - - `F...-._ __�--_-----_,._ '- ____________
r i ! ► �.� .-.-R-_..__.._.._.._.._.___ N8� 0B 47'yY 179.15 �--:-• �- - �.-,.,ar �,.,.,_._,.._..-_ \\ `'\ ► v ZONED RL
A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF �... -4-_-_ I ._..,,-�....-_._•.__ PROPERTY_ _TIE__ _ ; i I '� \, 1/2 OF 30' SIDE (PRIVATE} ---� - ;o _ �. - - -----_.._._�... --•- ---_�__________---_
_ _ _�
%
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES N88'35'07"VV --.- __ __ __-_� Ir-- 15.03 --,- 20' REAR YARD I;TYPICAL} "
PARCELS OF LAND. 1 N88'35'07"W ! EX. 5" SQUARE STONE .--' EX. 1 IRON PIPE
180.12 12" ABOVE SURFACE
,► 188.33 1 AT SURFACE 113.94
......_.,..-._.... _.1�_ ._. �,.. .__..__... MARY BROWN MCMILLAN &HUSBAND, LINDSEY B. MCMILLAN ► ERR1N C. BR WN 8c WIFE ANDREA T. BROWN N88006'47"W 443.16 TOTAL 137.1 Q 12.00
_._ �.__.__.____ __w.__. �_.__.__..__.�_.�_..._
PROFESS NAL LAND SURVEYOR DB 650-250 FEMA 1 % ANNUAL I � '
N.C. LICENSE NUMBER: L-4366 TAX PID 404 104 CHANCE FLODDPLAIN � DB 1025-'73D
ZONED RL BOUNDARY - TAX PID 404 134 ZONED RL
MINIMUM FRONT SETBACK . . . . . . . 15
MINIMUM SIDE SETBACK . .
MINIMUM SIDE SETBACK: (CORNER) , . 12'
MINIMUM REAR SETBACK . . . . . . . .20'
MAXIMUM STRUCTURE HEIGHT . . . . . 40'
MINIMUM
LOT SIZE . . . . . . . .
. . . N/A
MINIMUM
LOT WIDTH . . . . . . .
. . . N/A
MINIMUM
STREET FRONTAGE . . .
. . . 25'
MINIMUM
FRONT SETBACK . . . .
. . . 15'
MINIMUM
SIDE SETBACK . . . . .
. . . 6'
MINIMUM
REAR SETBACK . . . . .
. . .20'
MAXIMUM
STRUCTURE HEIGHT , -
- , . 40'
MINIMUM
STREET FRONTAGE . . .
. . . 25'
MINIMUM
FRONT SETBACK . . . .
. . . 0-15'
MINIMUM
SIDE SETBACK . . . . .
. . . 6'
MINIMUM
REAR SETBACK . . .
. . , 20'
MAXIMUM
STRUCTURE HEIGHT . .
. . . 40'
ROAD LENGTH DATA QE _PLML -11
LIMESTONE TERRACE . . . . . ± 1,052 LINEAR FEET
WATERSTONE DRIVE - , , • - f 1,419 LINEAR FEET
WINDING CREEK ROAD . - . , f2,012 LINEAR FEET
TRAILWOOD COURT . . . . . . ±289 LINEAR FEET
RAMSES ROCK RUN . • - , . ±136 LINEAR FEET
STANDING OAK DRIVE . . . , ±980 LINEAR FEET
I HEREBY CERTIFY THAT THE SANITARY SEWER EASEMENTS SHOWN ARE SATISFACTORY TO THE TOWN
OF FAITH. WHERE EASEMENTS ARE NOT SHOWN, THE SANITARY SEWER LINES SHALL BE LOCATED
WITHIN A PUBLIC RIGHT--OF-WAY. _
� '
,
j6�� 1 .z �/�/ �, .. Z 4z �.Z,L -- . . .
/ (�iJ
DATE TITLE:
I HEREBY CERTIFY THAT THE WATERLINE EASEMENTS SHOWN ARE SATISFACTORY TO THE CITY OF
SALISBURY, INHERE EASEMENTS ARE NOT SHOWN, THE WATERLINE SHALL BE LOCATED WITHIN A
PUBLIC RIGHT -OF --WAY. v
A-15-1q
DATE
SU
ION ADMINISTRATOR
REVIEW OFFlCER CERTIFICATE
STATE OF NORTH CAROLINA
COUNTY OF ROWAN
I, �`W-\� Q `w\ ,REVIEW OFFICER OF ROWAN COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIRE NTS FOR RECORDING.
,%.,, !���� I/ /�� /fq
REVIEW OFFICER DATE
CERTIFICATE OF APPROHAL FOR RECORDING
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH
THE SUBDIVISION REGULATIONS OF THE TOWN OF GRANITE QUARRY AND THAT THIS PLAT IS APPROVED
FOR RECORDING IN THE OFFICE OF THE REGt 0 DEEDS OF ROWAW COUNTY.
41111��%-4 // I , I .- __
DATE SUBDIVISION ADMINISTRATOR
I
I
1
I
1
1
1
1
1
1
I
1
1
1
1
I
1
1
1
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13.5' FROM NEW BACK OF CURB
I DEDICATED AS PUBLIC R/W
24,090 SF OR 0.5530 ACRES
I iiiiiiiiiiiiiiiiiiiiiillillilillillilI
Doc ID: 014132660003 Type: CRP
Recorded: 04/22/2019 at 03:27:12 PM
Fee Amt: $63.00 Page 1 of 3
Rowan, NC
J. E. Brindle Register of Deeds
I HEREBY CERTIFY THAT THE RIGHT OF WAY DEDICATION ALONG THE EXISTING STATE
MAINTAINED ROADWAY (FAITH ROAD, S.R. 1006) SHOWN ON THIS PLAT IS APPROVED
AND ACCEPTED AS PUBLIC RIGHT OF WAY BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, DIVISION �?OF GHWAYS.
't._. " t % _.I dIo rj . ,4S P "T" A AA
DISTRICT ENGINEER �� `_�'--'" � j,,, (r,,4��rR�� �J ' �1 I
DATE
ONLY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION APPROVED STRUCTURES
ARE TO BE CONSTRUCTED ON PUBLIC RIGHT OF WAY.
120 60 0 60
1 INCH = 50 FEET
120
4-
Book: 9995 Page: 8889 Page 1 of 3

Page 2 of 3
CURVE TABLE
CURVE
RADIUS
LENGTH
I CHORD BEARING
CHORD DISTANCE
C1
190.00
25.47
S11'27'48'
25.45
C2
25.00
24.09
S60'42 58"E
23.17
C3
25.00
17.38
S13-12'06"E
17.03
C4
22.00
24.19
S24'47'21 E
22.99
C5
1 25.00
31.12
S43.17 20 W
29.15
C6
25.00
5.55
S85'I9'02"W
5.54
C7
22.00
32.63
1 S49-1147-W
29.72
C8
17.50
22.65
N38'41'13 E
21.10
C9
17.50
9.85
S88'06 38 E
9.72
C10
25.00
50.04
S62*23'1 9`W
42.10
C11
325.00
66.13
S66'05 51 E
66.01
C12
325.00
53.00
S76.35 54 E
52.94
C13
25.00
36.57
1 N39-21'55
33.40
C14
275.00
12.03
NO3'47 35 E
12.03
C15
125.00
71.35
N21.23'53 E
70.39
C16
125.00
107.17
N62'18'40 E
103.92
C17
125.00
110.19
S67'52'30 E
106.65
C18
125.00
17.23
S38'40'27'E
17.21
C19
25.00
40.41
S11.34'31 W
36.15
C20
175.00
37.80
1 N51'41'17"E
37.73
C21
175.00
51.84
N37'00'49 E
51.65
C22
175.00r,34.12
8.61
N18'55'54"E
58.34
C23
175.003.10
N071128"E
13.10
C24
25.009.28
N49'22'35 E
35.36
C25
275.008.17
S83'43 21 "E
18.17
C26
275.008.50
S77 49 06"E
38.47
C27
25.00
S34'42 41 E
31.53
C28
25.00
15.84
S22'32'00 W
15.57
C29
25.00
5.66
1 S47'23 55"W
5.85
C30
45.00
48.50
N23'14'26 E
46.18
C31
45.00
25.21
N23'41'00
24.88
C32
45.00
29.47
N58729 33
28.94
C33
45.00
30.48
S83'20'38
29.90
C34
45.00
28.97
S45'29'54
28.47
C35
45.00
48.08
S03-32'55 E
45.82
C36
25.00
9.92
1 N22'47'19"W
9.85
C37
25.00
6.90
1 NO3'31'09"W
6.88
C38
25.00
43.45
N54'10'41"E
38.19
C39
225.00
79.18
S65'56'49 E
78.77
C40
225.00
82.97
S45' 18 06"E
82.50
C41
225.00
81.27
S24'23'26 E
80.83
C42
225.00
74.65
SO4'32'20 E
74.30
C43
225.00
57.16
S12'14'37'W
57.01
C44
275.00
28.86
1 S16'3057"W
28.84
C45
275.00
70.86
S0907'42'
70.66
C46
275.00
46.67
S06'06 54 E
46.61
C47
25.00
27.85
N20-56 17 E
26.43
C48
38.00
36.39
N80' 17' 17"E
35.02
C49
45.00
81.94
S55'33'31 "W
71.08
C50
45.00
52.86
S30-15'17"E
49.87
C51
45.00
70.38
N71'17'22 E
63,43
C52
38.00
24.62
S45'02'31 "W
24.19
C53
25.00
15.69
S81'34 58
15.44
C54
25.00
21.89
N55720'58"W
21.20
C55
275.00
67.93
S37'20' 19 E
67.75
C56
275.00
66.23
S51'18'52"E
66.07
C57
275.00
63.04
S64'46'52"E
62.90
C58
275.00
22.46
S73'41'18"E
22.46
C59
325.00
20.98
S77'52 38"E
20.97
C60
325.00
33.41
S8T4015"E
33.39
C61
25.00
43.44
N35!50*30'*W
38.17
C62
225.00
93.49
N25'50'09 E
92.82
C63
275.00
156.92
S21'23'34"W
154.80
C64
125.00
77.00
N22'41'35"E
75.79
C65
125.00
38.26
N49'06 30"E
38.11
C66
25.00
38.13
S78'25'29"E
34.54
C67
475.00
43.64
S32'05 37"E
43.63
C68
475.00
20.65
1 S28.12 59"E
20.64
C69
125.00
60.23
S13'1O'03 E
59.65
C70
175.00
57.47
N08'46'19'W
57.22
C71
175.00
55.72
N27'18'08"W
1 55.49
C72
175.00
57.01
N45'45 26
56.76
C73 I
175.00
56.96
N64'24'56 W
56.71
C74
175.00
47.72
N81'33'07"W
47.57
C75
125.00
50.90
N77'41 56"W
- 50.54
C76
125.00
130.27
N36'10'47"W
124.45
C77
125.00
15.19
NO2'50'39"W
15.18
C78
175.00
73.77
S11'26'23"E
73.22
C79
525.00
40.28
S29'10'10"E
40.27
C60
525.00
30.77
S33'02 48"E
30.77
C81
175.00
40.14
S41'17'49 E
40.05
C82
175.00
134.22
S69'50'23 E
130.95
C83
175.00
58.87
N78'33'05"E
58.59
C84
175.00
53.75
N60'06 54 E
53.54
C85
175.00
53.85
N42'30 04"E
53.63
C86
175.00
56.23
N24'28 56 E
55.98
C87
175.00
31.25
N10'09'43 E
31.21
C88
325.00
14.21
NO3'47'35 E
14.21
C89
25,00
38.89
S47.06'37"W
35.09
C90
275.00
69.22
S81'06'30"E
69.04
C91
275.00
65.41
S67'04'58"E
65.26
C92
25.00
42.76
S1 V 15'51 "E
37.74
C93
275.00
1.26
N37'36'31 "E
1.26
C94
275.00
67.20
N30'28'35"E
67.03
C95
275.00
54.79
N17'46 05 E
54.70
C96
275.00
36.84
NO8'13'21"E
36.81
C97
175.00
10.55
S25' 14'37 E
10.55
C98
49.28 1
22.30 1
S55.45'23 E
22.11
C99
78.06 1
22.25 j
S51.03 22"E
22.18
LINE TABLE
LINE
BEARING
LENGTH
L1
S40'2O'22"E
22.24
L2
S00'13'23"E
25.13
L3
S15'18'12"W
113.44
L4
S07'37'24"W
33.34
L5
S21'36'44"W
19.34
L6
I S42-49.46-W
30.20
L7
S57'27'52"W
30.94
LB
S85'15'28"W
26.69
L9
N85'30'25"W
35.87
L10
N25'44'37"E
8.22
L11
S86'00'55"E
26.45
L12
N8951'36"E
35.85
L13
N59'59'29"E
16.07
L14
N45'22'39"E
28.04
L15
S45'04'33"W
6.56
L16
S45' 11'50"E
6.31
L17
N88'19'05"W
3.53
L18
S42'53'23"E
35.62
L19
SO0738'24"W
14.01
L20
N78'38'46"W
7.16
L21
N29'18'31"E
22.79
L22
N88'26'07"W
18.11
L23
N43'38'55"W
8.92
L24
I S46'58'53"E
9.77
L25
N 14'29'35"E
36.03
L26
N79'09'24"E
12.83
L27
N06'09'34"W
32.88
L28
N14.29'35"E
60.39
L29
N24'00'06"E
45.00
L30
N15'50'53"E
40.22
L31 I
N17-28.57"E
53.51
L32
N50'37'24"1
12.32
L33
N142935E
22.20
D
0
wn
0
00
SLOPE
EASEMENT
I10'
CONCRETE PLANTING
2' SIDEWALK MEDIAN 2. 20'-
y� OUTBOUND
/ \ 1 1/4'/FT
CL
1
65' R/W
32.5' -
I-
57' B/C TO B/C
25.5'
2, 7.5' 7.5' 2,
1/4'/FT 1/4"/FT
�---- ---
E FINISHED GROUND
REFERENCE POINT
LEGEND
32.5
10
TYPICAL COLLECTOR STREET WITH MEDIAN CROSS SECTION
R/W
NOT TO SCALE
(FOR PORTION OF LIMESTONE TERRACE WITH 65' WIDE ROAD R/W)
EASEMENT
4 I
PAVEMENT SCHEDULE
PLANTING
I
O 5' SIDEWALK
MEDIAN
CONCRETE
SIDEWALK I
0 2" ASPHALT SURFACE COURSE, SF-9.5B
Q
2
4'
5-ry 2' 1 -
C1 3" INTERMEDIATE COURSE, 1-19.OB
a
1/4"/Ft
@ 8" COMPACTED AGGREGATE BASE COURSE
In
`
SLOPE OD 2' VALLEY GUTTER
n A
O 2' SPILL CURB
NCGS - NORTH CAROLINA GEODETIC SURVEY
SF- SQUARE FEET
BM - BOOK OF MAPS
DB -DEED BOOK
FSB - FRONT SETBACK
TOB -TOP OF BANK
SDE -STORM DRAINAGE EASEMENT
MB -MAP BOOK
R/W - RIGHT-OF-WAY
EX. - EXISTING
S.T. - SIGHT TRIANGLE (SIGHT DISTANCE EASEMENT)
SLC
LEGEND FOR LINE TYPES
-------------- - SETBACK/YARD LINES (AS LABELED)
------ ------ ---- - SEWER EASEMENT (AS LABELED)
- - - - - - - - - - - SIGHT TRIANGLE (AS LABELED)
-------- --------------- - - STORM DRAINAGE EASEMENT (AS LABELED)
- PROPERTY LINES SLC
-------------- - SIDEWALK & UTILITY EASEMENT (AS LABELED)
CL
50' R/W
I
R/W
EASEMENT -'-1 18.0' 36' B/C
ITO B/C 18.0' �.I�EMENT
CONCRETE PLANTING PLANTING CONCRETE
SIDEWALK MEDIAN 16. 0. 16.0' MEDIAN SIDEWALK
R/W
25'
12'
CONCRETE PLANTING
.SIDEWALK- �. MEDIAN 2'
13, 26' B/C TO B/C 13•
11' I 11'
25'
12'
CONCRETE
SIDEWALK
R/W
•` ! POE -PERMANENT DRAINAGE EASEMENT d D D '
_ I COS - COMMON OPEN SPACE ----------- ---- - ADJOINING PROPERTY LINES
1984s SS - SANITARY SEWER
PROPERTY I - ROAD RIGHT-OF-WAY
( `- _LI___� FPE - REGULATORY FLOOD PROTECTION ELEVATION CL
l ADJOINING RS (MINIMUM FINISH FLOOR ELEVATION) ���+�� -ADJOINING ROAD RIGHT-OF-WAY
/ ! zONiNG LINE ON- I 11 TYPICAL COLLECTOR STREET TRANSITION CROSS SECTION
/ ;-_----^----- ---- - -EASEMENT FOR WATERLINE & METERS AS LABELED R/W WIDTH VARIES FROM 65' TO 50• R/W
I ; % FEMA 1% ANNUAL
'-' "------'-"-' ( ) R/W NOT TO SCALE
i 11
CHANCE FLOODPLAIN - - -- - - - FEMA FLOODWAY BOUNDARY (AS LABELED)
VARIES VARIES (FOR PORTION OF LIMESTONE TERRACE WITH TRANSITIONAL
��� /'i /I `,.k BOUNDARY RONALD M. SPINEK AND BONNIE A. SPINEK R/W WIDTH FROM 65' TO 50')
`O., L j /_ ' � AND DAN. W. TULLER - FEMA 1% ANNUAL CHANCE FLOODPLAIN BOUNDARY (AS LABELED) EASEMENT EASEMENT
i <v,Q / J ! ' W DB 1296-689 VARIES B/C TO B/C WIDTH VARIES VARIES PAVEMENT SCHEDULE
I '/ �� ; /$ j a 79 p1 _._._._._._._._._._.-._._._._ -TOP OF BANK ALONG CREEK (3•-10•) I VARIES VARIES I (3•_4')
TAX PID 403 198
LGI HOMES - NC, LLC I / Al : `� / ,a. ) 11 1 o n - - -- - - 30' UNDISTURBED STREAM BUFFER (AS LABELED) I CONCRETE PLANTING PLANTING CONCRETE I ® 5' SIDEWALK
DB 1297-258 I /, QyS' ' /3 1 rn7 m ZONED LI & RL
SIDEWALK MEDIAN MEDWV SIDEWALK
V / Ro o '' u1 1 ` 12S 2 2' VARIES VARIES g 2" ASPHALT SURFACE COURSE, SF-9.58
TAX PID 404 138 ' o / `. ! ''\ ' S9 --j 5. 4' 2' 2'I-- Q
FUTURE DEVELOPMENT I ,''', iA, 1 q- $ - z 04'� I 4 5
( ,� / J 4 /4 I f 6 AZ, W cv � I B C1 3" INTERMEDIATE COURSE, I-19.OB
ZONED PUD ��" , / / �, O 4Pi p / Sp I t/4"/Fi CROWN=t/4'/FT t/47 © 8" COMPACTED AGGREGATE BASE COURSE
( . _ /` � "--, �QQ-/- . / 24 ! SLOPE '•� _,� + SLOPE
O AV C` • /, . 3 �. .. too / i I i DU 2' VALLEY GUTTER
!; 4` / , /' / \i / 0 SS R ,1i`-L 2/ N18'55'03'W 13.69 n ti� ib \= 124 4 I 4'IYP.J A ' D D A
/ �\ �{y ! h >,o do IO o / 2 CI C
1. / / I / /' i `;� , i ✓ / TOG oo w "� h ry 4y� 6' -illSlDf YAR` __
i' S76'p142 ;� ._- _I/ �- �___-_. OF, SS rn/ ' rn .: h � /cam$ 01(; !C,- -7 24 07 S76-
, - /' / i 75.90 f ""I I _ 30, SSR/W_ � M ? -I C45 ) 02'4/ AIg"E j
r-' I ,-' 42,066 SF / / /' -fir _ R/w - 00 /S7 . 7,027 SF % co Q co 126.8 1la733 !
RECOMBINED WITH / ' S13'S8'18"W � 1 --�-- -- _ "� 20' SDE p �- .9? / ,^DSO o8 TOTAL I
FEMA MAP NUMBER 3710566800J -'I TAX PID 404 138 / / i - o PRIVATE n -- 4 f / o I FEMA MAP NUMBER 3710566800J j
EFFECTIVE DATE: JUNE 16, 2009 ' / 6.50 - _ _ Ib (PRIVATE) 1 / uD w / �1 _ i I
_-------------�----=----�-- f ----- -,-- i . : �- o' - _ -N -- �457 r ^b4CD - / -_ - - - --- ------ 1__ DIVIDING LINE BETWEEN _FEMA MAPS --- EFFECTIVE DATE: JUNE 16_2009 -----
-�-/--------- -- N--_' - c --- _--"_--•-t -t- --j -,- �-< ' _ -_ ---- - -- I
FEMA MAP NUMBER 3710566700J : I ,/ i - C / Qi / . REAR_ 1 FEMA MAP NUMBER 3710566700J I
m _ / i ,4r ?0' .SDE _ o /: ? OS-`.��,/ / - r \ (T1 F/CgL' YARD 20, 122.24 I i
EFFECTIVE DATE: JUNE 16, 2009 / �'� ,1 0 <i, / J ^o (PU 2 r_ 49 2 t-- \ _.._�`_='- SDf i EFFECTIVE DATE: JUNE 16, 2009 1
1 i I - I o / k4 / / i / ``\ . o BUC) '•� .t J 4 41�oo / i S7 -, ', 4 SF (k' S � .` _- � � � - - ,(PR/VAT )
1 wo 1 PAl O \- f 1
� � "1 g /c"I� l`/ '`°j : i '. . nai I 4• „'\% i' ! 4 E' 1 ) '••� o o // % -C a rn. 91 ,..�� � 31.80 i
1 i I `11 y1. / !sw o; r�z / 24.8j'`��.1 ry _ � j; , J1`\ \ 0 34 ^ f ! � RONALD M. SPINEK AND BONNIE A. SPINEK !
r n o 0 1 // ; COS 4 2 Qr /
I- /i oy J 44 /�•. _ t' F 9,698 SF "I I -� AND DAN. W. TULLER 1
i i a s �yo / % vt 136,370 SF o f?. , °; w I I 1 !
1 ! I A 0i / / ; .I$ I ^1� rn ��� 6,553 SF & � / Q / ° ; °�,� < i i 33 ,' .'a :\ o �_� M1 26.76 DB 1296-689 I
w / 0 o co a o I /moo ^o i ! ��\ \o LOT WIDTH of I 9,199 SF / `l n r _ I Sip'`--_ _ _
i I , F- ,- o`a / / /'y oo S 0 c � / ! `/ ! > I rn ^1 s' TAX PID 403 037 !
I i n I 2 /v i 2 1'42" a 1..,` 1'' - o."Q, o i/ i :� \/- IS 50.02' "D, ! h /� O o; ._! f Y !
I 1 / o `'P / �O�Q ' 0 11.9 f v �, �/ ,� i' / F \ \ -o b ! . ' / t/ , m a i ARD �CA 71 ZONED RL 1
\ / /i n 4 U Sj .0 i/ 35 \\ �� i g`1', f jz_ (1Yp l)''1 so I
I I ti w 9_ � i ! rn � / LOT WIDTH
h 4 / 24" '`� rn r 12,573 SF \ z I F/ I o ! 1.9 I !
i i o ` 05 0/ /' / w / F 1 I !/ .. �� I I IS 50.05' 6 i / i \ i I o
i i z 'O'' )S( I N l 2? / .1 \ �_ --, I 'S,/ �.. I o 1 7,429 SF I O) I
130 , ? r IIS 50.04' �� ' / ' \' , w .�.._.._.-- (RNATE) 1 , B' SID__ l2`_ ` i
I r i , I ,y / !_ rr v .r 43 L LOT WIDTH FSB , , 0
/ j8( BMP SDE (PRIVATE) / 7,375 SF / .N' o W �� \ / , a^I` L__ 20' SDE P 1 1
10 r- /'0 , 11,546 SF I �, S85'36'56"E 1 ARD _ ` o %� ��; /i! BMP4 I 2 ,� btvoi j�"r I h�� / F`' 9 I J 125.00--- I o no irm (TYP!` EX. 5" SQUARE STONE
h fl)p DRY DETENTION POND/SAND FILTER J v 6' SIDE YARD (TYPICAL) 110 "� /a / 1 "' --11\'`` / 0 t a I I--_____ __-- - ----- N 1L, 1g CAC) �' 4" ABOVE SURFACE
I% di / /' v '--------------- "„� a
`\\ `` ��Oi ' 14, I V, / i// „y\ ' 0� r- - ----I (7 !Wl !/ S330. _` �ry0 C33 C3? t'� LOT WIDTH
o�i oo -- ----^--- i�� 7,163 SF n
\ �\ tP I I/ Ik ,I1 i __-_ _j I'S I 1?6'` GS ` I" 1 n m I I m
SHEET 2 OF 3
12 \TYPICAL COLLECTOR STREET CROSS SECTION
/ NOT TO SCALE
1 NOT
PORTION OF LIMESTONE TERRACE WITH 50' WIDE ROAD R/W)
PAVEMENT SCHEDULE
UA 5' SIDEWALK
B,V 2" ASPHALT SURFACE COURSE, SF-9.513
C1 3" INTERMEDIATE COURSE, 1-19.OB
.OPE Q 8" COMPACTED AGGREGATE BASE COURSE
O 2' VALLEY GUTTER
13 \TYPICAL LOCAL RESIDENTIAL STREET CROSS SECTION
I / NOT TO SCALE
\_ (FOR FOR ALL OTHER STREETS IN SUBDIVISION)
PAVEMENT SCHEDULE
OA 5' SIDEWALK
© 2" ASPHALT SURFACE COURSE, SF-9.5B
DPE © 8" COMPACTED AGGREGATE BASE COURSE
OD 2' VALLEY GUTTER
"-Y D
ST. PAUL
CHURCH RD 00
/ -N38 49 54 E /� ! S87 25 17 E 127.34 , a m ! i 94 `� °' cv F 20 `� I $ ! S85'36'56"E 125. I VICINITY MAP -NOT TO SCALE
` �`• OG�� ` , I, 2p' r / 57.59 1 5 F I m ,- to !. 3 6 ) c1 1 1 u1 F t ! It
I\ �m� ` `�' .., / y 'h �N I 10) O 0 1 i I- I,, m � S85_36_56_'E 111.08 I n 1 6,5100 SF a i c-i ----------38 I
/ y .. /;jh C,• ` /•.,'( 1� 42 I p��" rof ! Ic" j --- 1 n __-I
j �Q 11 I / J `/ S3SS6' 'X - �5`' 'y'1• 0 I vL 7,337 SF 1 Nto i i� 6' 7,$55 SF i 0-------�--r _�_'_'- � N ---------------- r1 � o0 0
f Y / %! /� , - 4 ,6 3S /� / ��16. ^' 1 w .--J cn ,� q, _ti __IDE A (TYP 1 CD o+ o I�N79 5.44 E _ --_; w o _ Q N "1 COS 1 - 2,5 0
W i 11! I �? to Ns`4� 4 PARCEL E rn I m < " _,�_``1 y RO ,lCAL)� Im m ,� �°'I. 51 ! b ..�-S8536'S6"' - z _ 08 SF N CLIFTON THOMAS BYRD
o� W / I 2 1p7 27 ( ��.:/ j 107,807 SF 1 sa y \\___1 CD
_\ �' 3I ! oo ratf E 125.00 I L-- I - _
o I v ! m d I / 0 1? �.. / 1 .~�� l '� rn i i S7g c1 �" / 6.721 SF 1 N o R 2l ! w o I S85'36'S6"--------1 o DB 512-45
I , o m i' I - `~ __ cs 01' `` w , o W o 1 E t25.40 l a TAX PID 403 036
1..r il- f l�-123.17 _- �\ dU, 6, �-- * 42"E j4 is ryC9 , S85'36'S6"E IY 6,500 SF I o �i I
! 2 I 1 ( �i r� 66"E 1 ° . 20' !� 0.T4 La G �_------____ 144_90__,_� 0 0 1 ! In m 1 }_^ o
4 r , 3Q i e i o, �.?-'Nj7'29 s, \?o• 1 w o z 4 --- "� �_ 'n 1'] !'r8 o ZONED RL
I / I /o 'ry �^o n 41 ` �" i ` P 37 I N N ! s'_SIDE YARD (TYPICAL)^J o' a I 6,521 SF 1Ir N
LGI HOMES - NC, LLC ; i , I / o ! ! c, "` �")'� _i � � i c� i -- 61----------------- - nix L- L-- 1-
DB 1297-258 i i 4Cj ,� I h/\^3 �' � 7,309 SF \ry, ' S1p �� 1 0 I SIDE YARD (TYPICAL 7 __ _ _ o p --____
n �. u' O \ ,k 7 492 SF ) L•- � o --- o
TAX PID 404 138 1 /4) I 2`V� 9 �� l e' ?`� ?I ` s It \% i N N i 30 i w^ t S85'36'S6"E -`-'-1 m '- -__J �,-.--.__.__.__.__.__.__.__,__ __._--
to I 20' Tr c1 \ O,. �- o• S 9 v n/ w f 125.00
(FUTURE DEVELOPMENT) 1 ! I I, o 4i ! i G C48 11�\ , h!.'i"+1 r� I 7,764 SF I I I'! _- __ __ __ __ __ __.__.-
ZONED PUD i ! roo 1 I I _.._ Q x `` \o ��- - % O ` �, 7 _ i to a I I oo voice 1 o i -- S85'36'S6"----''--- �
yry ,0"�P 39 9 �, aJ ! � � o D: t Lca , 0 1 o M rn o I E 125.42 i !a
IV o J i S P ) S7 +- S85'37,76"E 149 75 I N a 6,500 SF ''• o ! cy n tv ! ] 6 a o i
1 1 / / m 1 -I Qri \G R)W `� 6 .^� 1`t ,/ i 601 42 E S3 o Q o L------------------ --- '
L+I \ I QVOL \ .' .' ► 69 CD H -_J in }°- 1 h f3 w ,n !
I t a 5 ti / /"`- 934 1 0 ! (j4 REBAR SET, 2" ABOVE SURFACE
i , i I o0) I n rn `.._ _ 5d , '1 / / 8 U F------ ~---___ GPI 1 6,523 SF ri i
-..J / / Tq ,°'1 m o �'--- -------- ----- o d• ! i ,n ! N.C. GRID COORDINATES
�Lt.0' " COS /} ion 20' SDE -V (. ID C53 C <%: 40 / ,Iy TO � n I -- _ o L__s_SIDE YARD ( PICAL o i NORTHING: 679,771.33 USFT NAD 83 2011
a "� 0 136,370 SF ` o umi P ) �`` "OF \CPS '01 sIr \ 7,458 SF i p o / ! - !2 Q ° U) a I `° - N N N ---� _ j `t ! EASTING: 1,564,057.25 USFT NAD 83 �20113
( RIVATE 0 - l ,n a I InW I r--- ___-__-- 1
' 29 S85'36'56"
SEWER o i ''1-- �% ! o o v o G / /^ o! ! r IL o -41 30' EMEP(f �' n1 ` o % \` � s•T i i ~ h / /C� i rn ,- O uoi � I- i } 20' � E 125.00 � o o r------------------- !
462 1 'I+ , Z �' i N S85'36'S6"E 125.45 , 1
DB toss- i ! /, � `rp \ 1 `19 / /^4 t 1 ! 14 ! r; Q w 1 h 7.7$7 SF , o ! 23 o z ^ i
X �.. i 0 6' 11Y tV 0 Ito
-- __ , / ` ' ? O \\ !J / I, �/ /� I� 0 1-t v L_____ SIDE YARD I o I W n Im , ! rnrncZ,
/ ` ; / / , \ �. tiA�; Cg1 0 ;,`'a Gl OS O \.\ ; //$O ao 1 / p } N ✓' w N-------- (TYPICAL) --- J o u1 6,500 SF 1 CV 1m ;y ucoi I ce' 1.5 I - rn ! CD p r/t
7,753 SF r ! , d I- _ - - cv 6' SIDE YARD (TYPICAL I I'^ 7,394 SF I N ro ! O
el /\' E T. cV O \ S / ' y p ¢ v 58.00 12.25 !-_ = - 3
TOB J // 1 / / I FEMA 1% ANNUAL \\ 1.9,pX � `bQJB ?9 P,- / h / / 30 Iw N Ly c� o S85'36'S6"E 52.00 39.75 ---_�--) _=1-- : I i o In ! toN w
/ CHANCE FLOODPLAIN \ L 5 0
-- - BOUNDARY ` / 6 01 35 SF --- 6 75 L
9 0� �\ A) I /a 7 8 I QI w z o 274.75 TOTAL ! 2 00 2 b ir S85-36'56"E 1 1 N i W C)O THE COMBINED GRID FACTOR FOR THE
/' � f / , I :/ OB s7`c'O `,y 2 / / U a/ o Q i --- I r---____ 20' REAR j__.. _- (PRIVATE) cov 0' U 1------------ 25_48 -- J i 0 O SITE IS 0.99985589 (GROUND TO GRID)
CRANE CREEK i // ! O > 1 I 0 ( ARD -1 r•-___--- .------------- W m r-----------------_ 1 Scm
` fogs !w IN nt , rnl 1 YARD �y Z
/ / / I / i R AST C3 ! p, I,. �, 001 I N?1 I TYPICAL 0'! 1 , r---_____ - I I ov)
( . , . I I- / B %RF 9 / 1w FS rn W ml rnI 1 ) 1. I mI I^ '1 0-
i / ^4 S6 . r' i c 86!/C `_-�1yPlC B i 1O iri 2g w i 1 '1j o I ! ulop
I chI t7i1 r I IIr ! O 01
1 r / I . F. 78L.. S �l i -\ ? 7. AL . I I m I 1 Gi 1 I -y ! a o p I m i ce- (A
- TO ! /, / b 16 ' _ 03`7 11 `r O� % v r //I\ S6 0.9,Qp 36 "`,-'' C0.1I 5,421 SF vI 1 27 WI 1 26 1 , rn1 Ir Ir co� W) 6 1 14 .1a••-I ! �o
S i S / / ♦ �' I I , I I 1 I w 1 Itk n O I 0 ICON
B ---T 1 8 3^ LA C' k 45 I o 'v ;'' ! 1 Z
li ( �o : �. >t o oo`' . ,..`,Io F i a a i R N7 • 23 1 25 , 24 I w [-•I _ ! 1
! / ti o A % v1 x I. J / FS 601'4 4, 1v r'11 i 5,164 SF a, 15,168 SF o1 ;r1 0 tO 7,530 SF V1 o mc0
I I / f F1 a`L o / \" 1• % I i• �" i' O� / �ljs ,� 2"W S G'S ^ I\ v I n I I ! ! I 1 5,904 SF n o I ce
S2 N , 5,168 SF o 1 i m rn ALAN K. BEGBIE
I , I ? ^� - 9? a^ /-� °i S , 9 TO \ o ! d.1 1 w! ! „�I 1 O �/ w r I ! DB 1289-319
! / / / ` ?' ,' i p i" o' ., 6 TAL z 1 ! 15' FSB o I I ! 1 ! ! 1 r, I S85'36'56" . I I
CERTIFICATE OF APPROVAL FOR RECORDING ! O 1 ! i % � \ F % °' - / � �! -, C 1 n -�� ( z I 1 p 1 1 d`v.1 1Lu I L----____ E �25---
v ! i I N i o & / / f- PUBLIC -' -----j I_______ I I z1 IIr �- o __ 1 ZONED RL
! -I / L26 I 4.A fig( 6 . ^� i �' , / C (PUBLIC) _ `(TYPICAL 1 / w l
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH ! / >;\, I 03 i °' /`- ar / S �_� I� o r- -- --------..__._._._-
0 o g• i ^� / 8 33.84 ' -- - . ! 6' SLUE Y �
THE SUBDIVISION REGULATIONS OF THE TOWN OF GRANITE QUARRY AND THAT THIS PLAT IS APPROVED o i !m I O \ l 03 / R / q `,/ / C26 52.UU '� , YARD (TYPICAL) 1
FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS of ROWAN COUNTY. - ! m I ! / "1 AS \ / Q� S4 ,\� / / S7 C25 52.00 0 1 m
/ ? 1 / a i i 45. 6 4 N85 36'S6" 35.75 tiN , o ,
m i/ I I 9I \ 7 /" p / '7 01'
3y \ t) j N / 8,376 SF ! !�•-_ 9 2" G ci I o
1 I ( ( (r '� )$( \ L9 / 2 /O� �4✓/ / �/ ! _ 2 E 16367 1�� W 173.59 TOTAL to ! 13 I o t
2i�- I i 1 t I :e.' 30, wv/ ' '� 7o.0p TOTAL STANDING (� 1^' 7,532 SF 1 0 !
�: ` ,z n Co / /b /\/ / 55 , / o - ��_ DRIVE 1 ; i
DATE SUBDIVISION ADMINISTRATOR ! ' ' o / !^ DEDICATED I I NCGS MONUMENT "FAITH AZIMUTH MARK"
( ) 7 / / ! / ` AS 50' PUBLIC R S85 36'5 c�
1 I 1 1 0 In poi BMP SDE PRIVATE N7 ,5 �� v/ / 8,508 SF .4/I I,t' or ! 15' F' 47• C59 /W L-- --- s"E 125.54 ! N.C. GRID COORDINATES
- --
1 I`� M BMP3 \ 1'04"Iy ry/ / n! /\ 'n! I (TYP SB~`'`� 7S C60
I o" j IN ^�j WET POND `\ 44i EDGE OF BMP 8z31 1�S N6 ?/ i o,/ /0 56 -1 i ICgL) ,tu l i "'` S85'36'56"E 170.82 TOTAL `* r__________________ EAS ING:NORTHING1,564,838.07 USFT NAD 83 USFT NAD 83 �2011201 3
I 1 1 rno 2 i113 ? 45 / / h! /� w ! - 36.06 0
1 i 1 -I ( ! 1 v� ry S 8'1? " / ?O 1 / I 9,149 SF io!! !1 57 CO�o / I 1 �_____ 70.14 N 1 - � ELEVATION: 835.23 USFT NAVD 88
I i I 1 r ) ) IV 349 �� A'5q 2i / eu / I m ./ / i -- r______-_- 64.62 06 1 1 (BASE OF ALL ELEVATIONS SHOWN)
i 1, , 1 ` ! � N oIl 73919!n9�j��,yRO / Il h uoi/ / 8,750 SF F NIr Ir 5g ; % 1 1 15' FSB j � ------------- 1 � i 12 i rn
j i � i 1 ! I = 7$ 1'Op ,I �l / 2 11 I I I 1 I (TYPICAL) 1 I `\ v 1 8,4$9 SF i ttoi
MATCHLINE SHEET 2 ! j , � 1 I pi 19 4< ,J , ?I r ! 9,067 SF I I I I I I !
') l 1 I I I I I I i 1 MATCHUNE SHEET 2
-� T-- - - -.-- I"--^- ---------^--^ ��---- -------- - } ------'- --- L+-----^; j ---- -! I- --- ---1 i----- __ 1 J_ ---- I 1--------^ L� --^------^--- jI
- --MATCHLINE SHEET 1 I I - 1 rn \ l I I I ! ! I I / - L-. - - - - - - - - - - - - - - - - --MATCHLINE SHEET 1
' I w1 �� \ `��' ! ?0' / . 1 1 Ci0 { Qo� �,� EX. 5" SQUARE STONE, 4" ABOVE SURFACE
' 20 `�'°' BMP SDE PRIVATE ah ! 1 4' i i 1 ! y . `-_� '
' I \' 30, inln / 8,76$ SF S7
o•'n BMP 3 ) 4L �. ^5 Spa. '`J ,I,- R yA No / I 59 II,., / ! ! I ��/ ! r _ I/ ^d \ .. o N7 TAR l /
21 _ �lyP/ RD I o r I n 1 Io 1 /: r s
! + to I 0 1 z FEMA 1 % ANNUAL WET POND -Z `• O "k' 7 -� GAL) r ! w 9,006 SF ,n I 10= w I I Q / ! '� ! 24 3 ��
I i , I 0 CHANCE FLOODPLAIN � -- o \ ? \ 8 S7 _ I r -N 1 I w I`II 1� :; ^ , I 61 2jv / / 20' SDE U / Co-,s E j2S. _,�__R S16'03'38"W 20.74
1 , �; m '� N7 ` ' (`` o / 1 o h 1 1 cv,n / I 10,017 SF oQ i i• (PUBLIC) I . 46
! I swn 1r,1 I Z I BOUNDARY fOG o o \ \, `•\ 6 p1 42"W 1 - 2 r / ao Nj jp N cyl 1 <' / ' ry i ;? �' o .i! S16'03'38"W 17.02
I i -A 1 s v 1 I opt I / ' - COS 4 F OF W \ °- _ , 7o.Op ! I o 1 I N N; 1 ^ry / i / Io ` a' 11 aQ �i
' i v �m 1 , 1 136,370 SF BMP �' N ` � - - -,J `_ z I / u 7,897 SF
i I' m , c; - , -0, ; 98.5. � i#3 ^? \. s0 '\ \ ' _ _. _--- _---- ' Io 2 I 20' EAR YARD ' i -T . ?0,
i ,1 ,0 N 1 m N � co � ; - o \ \ `3 76 - - - - I ,! `- TYPICAL)-- / ! Q
1 `� � I � j ,� Ssg. \ � `\ O SDf_ (PRII, f) 78 i 15.37 36 8586'56"W 186.29 TOTAL - - ' _ , � .i /^`'`1l\`` �� hEj
- - - \ _ _ AT 64 22.42 o e. Ss ` oAz
( ) 9 4S" \. \ COS1. 3 -- _---_ 30' SDE (PUBLIC) 7 57.09 y V OS Y` 04
! ' w 1, 0 4 -- BMP SDE PRIVATE N 9.S 27 J �_--_-_ 0�14 n 0, // T4 ?"`_1 ry ry Z� S22'13'34"W 56.65
I 1 fn 1 1 -'`- to BMP #3 t� PARCEL E �, ??4? `. \ 131,4$1 sF - ---._..- - -- / ---- - ___ .� , f a
1 i ; 30' EASEMENT FOR WET POND M 107,807 SF /' 10�71 0 T lq� \'\ N76'43'39"W ' r_.._._..-- _____ --- - - r.._.. /' 121` ; �_)
T- W ! TURN AROUND ti / O / / / 1 6 `
1 Z� ,., co ! h ry / \ I 92.15 TOTAL ; 62 / I
,/ , , , , I 1 O I U yc * / \ 10,331 SF
% 1 1�' DO 30' i ' \1\ AREA CALCULATIONS 11,383 SF
1 1 ( ! L22 � / ,,� I
r
I 1 -- a / ! PARCELS A, B, C, D, E, F & G....... ............. 610,366 SF OR 14.0121 ACRES
\ 1 1 I 1 i � /
w / ,' i w ! LOTS................................................................821,202 SF OR 18.8522 ACRES
\i '• ! 26.04 •/`ry 132.22 V, / 75 .'� .'� I CD 1 REVISED 04-12-2019 TO REMOVE INDIVIDUAL
ROAD MAINTENANCE DISCLOSURE STATEMENT I tI I 1 ( �- �� / �,� �,i I C.O.S...............................................................485,594 SF OR 11.1477 ACRES LOTS ADJOINING THE FLOODPLAIN.
sas2t'as'E 158.26 TOTAL C74 12,466 SF i NEW TOWN STREETS ............... ........................ 298,908 SF OR 6.8620 ACRES
ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC AND SHALL BE MAINTAINED BY '� '� I ! REVISED 04-01-2019 TO ADDRESS 120 60 0 60 120
,- ,- I 1 DEDICATED R/W TO NCDOT..............................24,090 SF OR 0.5530 ACRES GRANITE QUARRY REVIEW COMMENTS
THE TOWN OF GRANITE QUARRY. THE MAINTENANCE OF ALL STREETS AND ROADS IN THIS
SUBDIVISION SHALL BE THE RESPONSIBILITY OF LGI HOMES - NC, LLC AND IT SHALL BE THEIR
RESPONSIBILITY TO BRING THE ROADS UP TO THE STANDARDS OF THE TOWN BEFORE ANY PUBLIC
STREETS OR ROADS ON THIS PLAT ARE INCLUDED AT ANY TIME AFTER THE APPROVAL OF THIS
PLAT, INTO THE TOWN'S ROAD SYSTEM.
CERTIFICATE OF OWNERSHIP & DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH
IS LOCATED IN THE SUBDIVISION JURISDICTION OF THE TOWN OF GRANITE QUARRY AND THAT I HEREBY
ADOPT THIS PLAN OF SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK
LINES, AND DEDICATE ALL ROADS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC
OR PRIVATE USE AS NOTED.
FURTHERMORE,
I HEREBY DEDICATE ALL SANITARY SEWER TO 'THE TOWN OF FAITH", ALL PUBLICLY MAINTAINED STORM
DRAINAGE SYSTEMS TO "THE TOWN OF GRANITE QUARRY" AND ALL WATER LINES TO "SALISBURY-ROWAN UTILITIES".
I FURTHER CERTIFY THAT:
A) THERE ARE NO DEED RESTRICTIONS WHICH WILL BE VIOLATED BY THE REQUESTED SUBDIVISION; AND
B) THERE ARE NO GOVERNMENTAL REGULATIONS OF ANY KIND, OTHER THAN THOSE FOR WHICH A
VARIANCE HAS BEEN APPLIED FOR UNDER THE ROWAN COUNTY SUBDIVISION ORDINANCE REGULATIONS,
WHICH WILL BE VIOLATED BY THE REQUESTED SUBDIVISION; AND
C) I UNDERSTAND THAT ENFORCEMENT OF DEED RESTRICTIONS AND ANY OTHER CONTRACTUAL AGREEMENTS
IS NOT THE RESPONSIBILITY OF ROWAN COUNTY, WILL NOT BE UNDERTAKEN BY ROWAN COUNTY, AND IS
THE SOLE RESPONSIBILITY OF THE PARTIES AFFECTED BY VIOLATIONS OF SUCH DEED RESTRICTIONS AND
CONTRACTUAL AGREEMENTS.
� -►s -Iq
DATE 0. LGI HOMES - NC, LLC)
REVIEW OFFICER CERTIFICATE
STATE OF NORTH CAROLINA
COUNTY\ OF ROWAN
I, 1_L= ` �__ � ' \ 1° _\ REVIEW OFFICER OF ROWAN COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIR�ENTSFORORDING.
REVIEW OFFICER DATE
WATER SUPPLY WATERSHED CERTIFICATE
THE VILLAGE AT GRANITE SUBDIVISION TO THE BEST OF MY KNOWLEDGE, DOES NOT LIE
WITHIN A WATER SUPPLY WATERSHED DESIGNATED BY THE ENVIRONMENTAL MANAGEMENT
COMMISSION AS APPEARS ON THE WATER�PTECTION MAP OF ROWAN COUNTY.
y,:_:, �
DATE SUBDIVISION ADMINISTRATOR
,STATEMENT CONCERNING TjjE STATUS OF THE ROADS
AT THE TIME OF THIS PLAT, THE CONSTRUCTION OF THE ROADS SHOWN HAS NOT BEEN COMPLETED.
WITH THE RECORDING OF THIS PLAT, THE ROAD RIGHT-OF-WAYS WILL BE DEDICATED. IN LIEU OF
COMPLETING THE CONSTRUCTION OF ROADS AND OTHER SUBDIVISION ITEMS, LGI HOMES - NC, LLC
HAS REQUESTED TO ENTER INTO AN AGREEMENT WITH THE TOWN OF GRANITE QUARRY TO COMPLETE
ALL REQUIRED IMPROVEMENTS AND HAS PROVIDED ACCEPTABLE SECURITY.
FINANCE OFFICER CERTIFICATION OF GUARANTEED IMPROVEMENTS
I HEREBY CERTIFY THAT IN LIEU OF COMPLETION, INSTALLATION, AND DEDICATION OF THE REQUIRED
IMPROVEMENTS, A BOND HAS BEEN POSTED WITH AN APPROVED FINANCIAL INSTITUTION IN AN
AMOUNT 1.25 TIMES T EST P N HE ESTIMATED COST OF COMPLETION OF IMPROVEMENTS ESTIMATED ME AS E ED
BY THE TOWN ENGINEER.
1
/ kl,( > <i 1.
FINANCE OFFIC � DATE
NOTES
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
COUNTY OR MUNICIPALO THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND.
2. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
3. ALL LOT CORNERS ARE RKED WITH IRON PINS (#4 REBAR).
ALL IRON PINS ALONG T 1f ROAD R/W ARE FLUSH WITH GROUND SURFACE.
/
ALL OTHER IRO PINS 0.2' OVE THE GROU SURFACE.
N � AB ND
4. NO DEMOLITION LANDFILL IS PLANNED ON SITE.
5. PORTIONS OF THE PROPERTY SHOWN LIE WITHIN A SPECIAL FLOOD HAZARD AREA
AS PER FEMA MAP NUM ER 3710566700J AND FEMA MAP NUMBER 3710566800J
WITH AN EFFECTIVE DATEiOF JUNE 16, 2009
6. ALL EASEMENTS SHOWN WITH DEED OR MAP ARE REFERENCES EXISTING.
E E NG
ALL EASEMENTS WITHOUTiDEED OR MAP REFERENCES ARE NEWLY CREATED WITH
THIS PLAT.
7. STORM DRAINAGE EASEM S (SDE) DESIGNATED AS PUBLIC SHALL BE MAINTAINED
BY THE TOWN OF GRANRE QUARRY AND THOSE DESIGNATED AS PRIVATE SHALL BE
MAINTAINED BY THE PRO ERTY HOMEOWNERS ASSOCIATION.
B. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
CONVEYANCE. BUILDINGS �E NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER
OBJECTS WHICH IMPEDE ORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
9. ALL COMMON OPEN SPACE TO BE MAINTAINED BY THE PROPERTY HOMEOWNERS
ASSOCIATION, UPON COMPLETION OF CONSTRUCTION.
TOTAL AREA..................................................2,240,160 SF OR 51.4270 ACRES
REVISED 03-19-2019 TO SHOW EASEMENT
FOR WATERLINE & METERS A CONSISTENT
15' FROM THE ROAD R/W LINE.
NOTES - CONTINUED
THE PURPOSE OF THIS MAP IS TO SUBDIVIDE
10. DEDICATION OF COMMON OPEN SPACE
LGI HOMES - NC, LLC IN RECORDING THIS PLAT DESIGNATED
THE PROPERTY
AS SHOWN.
I, JASON LEE WYLIE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
CERTAIN PARTS AS "COMMON OPEN SPACE" FOR USE BY THE OWNERS OR TENANTS OF
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
LOTS LOCATED WITHIN THE VILLAGE AT GRANITE FOR RECREATIONAL AND OTHER RELATED
(PROPERTY SHOWN IS RECORDED IN EXISTING DEEDS AS REFERENCED; THAT
ACTIVITIES AS MORE FULLY PROVIDED FOR IN THE DECLARATION OF COVENANTS, CONDITIONS
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
AND RESTRICTIONS APPLICABLE TO THE VILLAGE AT GRANITE PROPERTY HOMEOWNERS ASSOCIATION
INFORMATION FOUND IN THE ADJOINING DEEDS AND PLATS AS REFERENCED;
TO BE RECORDED IN THE ROWAN COUNTY REGISTRY AND WHICH SAID DECLARATION IS
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 10,000+; THAT THIS
HEREBY MADE A PART OF THIS PLAT AND INCORPORATED HEREIN.
PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED, WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 30TH DAY OF
11. NO NCGS MONUMENT WAS FOUND WITHIN 2000' OF THE SUBJECT PROPERTY.
OCTOBER, IN THE YEAR OF OUR LORD, 2018.
12. THE SMALLEST LOT ON THIS PLAT IS LOT 27 WITH AN AREA OF 5,164 SQUARE FEET OR 0.1185 ACRES.
13. A PORTION OF THE FAITH ROAD R/W AND THE LIMESTONE TERRACE R/W WAS PREVIOUSLY DEDICATED
/ /
(N CAR
�/�
FIELD SURVEY CONDUCTED
FROM 10-15-2018 TO
____ _ __ _ - -_ 10-19-2018.
MAP INITIALLY PREPARED
PER BM 9995-7805. THIS SUPERCEDES & REPLACES THE PREVIOUSLY RECORDED MAP.
�� ��SS /()
"� 'L9 '�
PROFES AL LAND SU VEYOR ON 10-26 2018 TO
N.C. LIC SE NUMBER: L-4366 10-30-2018.
14. THE SUBJECT PROPERTY AND ALL ADJOINING PROPERTIES SHOWN ON THIS PLAT LIE WITHIN THE
TOWN LIMITS OR THE ETJ LIMITS OF THE TOWN OF GRANITE QUARRY.
Q-�
Q
I, JASON LEE WYLIE, FURTHER CERTIFY THAT THIS MAP IS:
15. PEAK RUNOFF RATES FOR FUTURE DEVELOPMENT FROM PARCELS A, B, C & D FUTURE COMMERCIAL PARCELS
& FUTURE MULTI -FAMILY PARCELS) SHALL NOT EXCEED THE ORIGINAL UNDEVELOPED PEAK RUNOFF
L-4366
A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
RATES. ADDITIONAL STORMWATER DETENTION MEASURES ARE REQUIRED FOR DEVELOPMENT OF THESE LOTS.
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
16. PARCELS 8 & C (FUTURE COMMERCIAL SITES) CANNOT ACCESS FAITH ROAD DIRECTLY AND MUST BE
ACCESSED OFF STREETS INTERNAL TO THE PROJECT.
17. THIS PLAT SUPERCEDES THE EXISTING PLAT RECORDED IN BOOK 9995, PAGE 7805.
(I,., < A Np
9CSt �R V E� �\'`
ON LEE
PARCELS OF LAND.
,,
PROFES NAL LAND SURVEYOR O
18. THE VERTICAL DATUM FOR ALL ELEVATIONS SHOWN IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).
N.C. LIC NSE NUMBER: L-4366
1 INCH = 60 FEET
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cn
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CHURCH RD
VICINITY MAP - NOT TO SCALE
DETAIL A --
DETAIL OF 20' SDE, 1" = 100"
S32'02'48"E
Pj
15.25
av
.576.0 � `42
h
n
20' ~_ f aE.
0 66
;nn
PI) ry
Sp
_____�'EpUSLtC
--1-
1111-
N s. ---_ s
0 1,
'42"W _
8 \
s.,95 �IVa
>,
S49' 17'S3"W 47 ►% sv
9.74
co
N3TO2'48"W
23.04
NO5'37'v0"E DETAIL OF 30' SS R/W
18,29 �� ,Y6 1 = 100
N38'58'57"E a, +,i�o F
13.30 / -
106.80
i�`---,
-_..._
_,.,,_
01 4 JnW� � � ►�`�
__ ��. �07:45
0
200 100 0 100
1 INCH = 100 FEET
200
RONALD M. SPINEK AND BONNIE A. SPINEK
AND DAN. W. TULLER
DB 1296-fi89
TAX PID 403 198 THE PURPOSE OF THIS SHEET IS TO 1939
I ZONED LI & RL SHlfll THE EASEMENTS WITH DIMENSIONS. � ,�m� j' S55620'43"w
,"7 � , :ice 26.16
�--- 4.11' FROM EDGE � ,� .� 4
OF 55 R/W TO i ! ^7 h
f' EDGE OF TURNAROUND ryi�a I ►� � 53
+ f �&/ EASEMENT
jry -
') 14 I .0 i, IN'" / /� 11 /
D
,+�� a * }tom . 3p 4 45 I N77•51 • D ETAI L D
va 0 a I �, •' 414-0 / /' �o' �'-� _f. ���-ems RIW 20' � ! r D4 "ITV _ p
pq 0 °� •/ •' ./ / f . �'� h' -•~ s -- _� s �pRIVA D '°' Sp �`''---.. A'p►�A[,p $• 34 DETAIL OF SDE, 1 -- 1 DO
/ 4 � -,_ _-.ram � � �� ��Rtl50 , � M• s�
�_ /,� .40- � / �. '_~-- 0�a9 a _.. E _ r AND �� K ADD e
-•, ' ��'� / ,� / gyp' �D - UOS - £ E3� -C3 _ D '� W. a�Nr�
I ,/� c .' / S E �pv -.r� / .2 - ��%_G_ ..__ . _-�._ �56 a 129 TUEL A. Spt
R �E'
' `��/ 'f C05 4 EE D,�LBCIC� , E740 2 o Zp E57 _._� �� TAX ptp 6-689 tC
/Q' / f A 2 "'� E6g n 20 Spy-.�3pN 4a3 D37
DETAIL of 20' SDE
1 " = 100' s,7.
N38' 57' 35"E -
82.76 � ° ��s.�
��,� �.
t7 , 4,zl I
7
/ ,¢2, it .
22, 47 9
75.90 1�
S76`Q 1 DOTAL 11 65
. .. .. _ _ . .... ....... _ ...--- -
R=25.00 L 6.13
S65025'27"E N55'20'43"E CHORD
4B.66 537 17 25 E 6.12
14.44
R=45.00 L=23,21 . `3 1
CHORD ro"'o;
N53`56'43"E 22.95 1 L
' �01'- R=275.00 L=13.91
�''
o CHORD
S31'42'41 "E 13.91
�� /'
N65 25 27'W i,
o- --- y'
'lr� f � 4r 44 �70 b / (pk&U TE) FSS D RL
/, ,,/ /' ,
# ,, o / P, o r,�` � Sk
w q ;� 0 �S34 �, .%\
I / ./ / / Q�0 • � 0 Q Sc�° / 33 e �q • r 19
),xI ,' f r4 '� a ,� Oro 35 20' SDE (PRIVATE / �� 43%\�E45.' / 5Q ���. PARCEL E "� 4' i� •� - - _- -- `.._ _ �.
' �L7 !� 1 S
r ,/ / / IV o0 .�11 a 1,4� ( 32 a--w-...._. _.. W
` / C P ts�� 1 I E47 _ S85'36'5E "E 30' I
20 �. -� 6 j 4[3. pp FOR TL
` f 42 0 0 �0. 5p 1 20 � 0
f o ,'S I �r'Rik N %J C
' ,-%o � yk R-7.11 L=1D.85 ;� IE'} I t OS 1
+ try C7' / I I CHOR❑ 1 , ? �'I 31 0
1 �` '�' Na5'3S'Sfi"W
I ' ' / I © r S38'29'00"E 9.82 1 2D,1 u+ 21
r x' is I =� n 41 i w 4D.00 SO4'23'D4"W
! * ' 2O' I C:) . •.6 3 7 � w � 17 30.00
' 1; � I S84'43'40"E 1`� E64 0 � 30 1
' �� � COS 4 in 10 _-''� 20.29 `� �11 , I 1 22
ix [] �� G 0 cr
1r z S4516'20"W � a' P R c,� a, j 16
LGI - N LLC _ ` ; �n "0.__.6 20-00 �, P`� 5 40 Q +9
HOMES C. ..---� _r__ 1 , m , NL C.-, "D 0 29
DB 1297--258 0 -•�! R ' R-27.11 L=41.94 2D' SLOE p��� � v 2D';
4 1 23'
TAX PID 404 138 � / CHORD (PRIVATE) . ."�'� 20 SDE
(FUTURE DEVELOPMENT) --•--- + .� - 39 +ti � 15
"��__ l v� 1 N39 0fi 14"W 37.88 � I E49 (PRIVATE) ! "
ZONED PUD 30' SE'WER + {� I f N84'43'40"W R s,d 38 0___________. -------.__-- Q
EI E � 462,_3 20.59 i' C) ti1�1 a -
0m
f� ^ f �" �- �' i �,-- t�� 10 20' SDE 27 26 25 24 �
' m /. /' D_ �` j (PUBLIC)4 !q
w i' A I� �A 1l V
DETAIL B
DETAIL OF 30' TURNAROUND EASEMENT
1 = 100
S7928'42"E
39.00
^7 00
-
N 19' 31' 18"E_�4 V.-
30.00 . ^7a
0
N70.28'42"W
39.00
► � - , I ix\ ' �o j �,/ R-25.00 +DEDICATE 50' P UC R � si
\ ►h �' 54 CHORD 7 w
` 0 ; ) j' j S58.3 , HpRp 8 4 13
r cv i' 3 �g
1 i 2 R�
5_ 6.37 ZS.00 L= 12,55
I BMP SDE (PRIVATE) _.- CHORD SOD 2B 47 .
1 t ! j" BMP #3 • _ 56 E 12.42
t + 1 I i WET POND �6g.5}/��l57
Sall
�� I I " ��"" � '� l 58 20' SDE 12
0 ► \ I N 1 fi 21 08 E C� N r� " (PUBLIC)
30 35 S8
""L"" CLIFTON THOMAS BYRD
AROUND DB 512-45
TAX PID 403 036
ZONED RL
ALAN K. BEGBIE
DS 1289-319
TAX PID 404 002
ZONED RL
DETAIL 0, 1"' = 100"
EASEMENT FOR SUBDIVISION SIGNAGE MONUMENT
S88' 19' 11 "E S03'08108"E
__ 42�92 __ 24.37
N01'40' 49"E---' � S45' 11 ' 50"E
12.00 J 6.31
N88019'11 IN S12'45'4f�"IN
16-18 �w Ire 1 1.41
N38'22'33"W � I "cv 7
33.85 CO0 i•
0 I(0
z
S5605 32"W
S65'22'22"W 7.80
5.14
N37'44'24"E
7.76
N
W av
. �
R=25.00 L=42.76 \ .1p. ; 030
CHORD ------"- \ - 0 ,_,.,cn
N11'15'51"W 37.74 r1
DETAI L E jo 0
20' SDE, 1" = 100' '
R=25.00 L=3S-57
CHORD
S39'21'55"E 33.40 R=25.00 Lw38.89
CHORD
R�325.0❑ L 11.77 N47'O6'37"E 35.09
CHORD
S80' 13'57"E 11.77 S88' 19' 11 "E
38,41
-O- MO. I
G� �, s� Sfi ,g °� �
'� ` � �o' S°cl
�I?
DETAIL F S02'32'24"W NO2'32'24"E
1 Z.25 2.71
20' SDE, 1 " = 100'
DETAIL P, 1 " = 100'
EASEMENT FOR SUBDIVISION SIGNAGE MONUMENT
S77'40148"e
10.00
4.1
ft� rI
oZ
� �
�� U)
v� ,_
cN „ ; _ `�i
*_
N 10' 30' 20"E
25.42
NOT37'30"E
59.66 N,,.,
N54' 10'50"E -'- SO7'37'30"W
35.12 88.45
S8B'2O'55"E P_12.09 r
NO 1'39'05"E S70'25'1 O"W
13.45 13.63
N88' 19' 11 "W R =21.0❑ L= 0.85
33.16 CHORD
N89028'49"W 0.85
r. ... .. .....-.._.... _.---
.---- ___. _.. __... ...... ... .---
.. _ ---
..... .. ... ... .. . .. -
DETAIL N
SIDEWALK & UTILITY EASEMENT, 1" = 50'
S82'22'36"E
3.92
N07'37'24"E--''"��
.C❑
�09 �, S07 37 24"W
1.21
____$_
Eo�o c
E�
I=
z�1i
R �
ac'u
a�g
L7
13w
�cn
• 6 01 19 E v, `9 S$7'05'34"E
�' + , Zp I �. 4S8' S7s 03� ," 60 ,4► j * c_ 00 � •-
3D ► COS 433� 78,5 E S7 45.19 59
ch ^� �i j 15.fi7
1
�' B Q1 �¢�"� S03`58'41 "W 61 00 V, j' .� � 4r --1 1 v -- _._. _.__.._ _.__. _. _._.__..._._.__ ._.._._•-
I ► , I `\ � 3a' .82 ,* �• .0 11 q )4< 4 .... _ _ ...._ . _-� I
i ; - _ ol, tr' Spy �p 30. CO SS '01 ' 1 g "E h►v � �' �
. , - - � �, _in s, �t�'' r�' - - - �_._ 49,2v � i �, `- -0 .\ �a l I
1 ► , 30 EASEMENT FOR c, • b 03 � 3O, - -- - _..� - - ___-. __.. �__ �,' �� R. ry �.
' j TURN AROUND Q' r<11\ 8t,4 ' _ i SDF (PU i.IC q-- o
, I I w N90 OO ODE % �) �a� , 42� N8s'o : 6 � _ __ __-.-_.. _..__.._._�.._._ �<5 N`��'� .�'yCR° 1�s4 R=275.0❑ L=21.Z8 ci I
i � �, i 30.00 - - _.. ..__.. _...
l t *- "� �% 6g 47.8=5 N86'0 "19"W �' E p0~E' r i CHORD ROBERT J. QAMRON &
rn ► t \ I ov �,,� S00 38 11 `W 2371.82 '•� ` �`��' 54 .i N35'31'22"E 21.28 ! r WIFE EVA I DAMRON I I
7_4' i._.� b r' 3fl � 39.05 ! � � � 'I ,� lU � i I DB 1045-•835
OD ,p i I
► z _ { W 62 � "� \, jr 1 4,� I as TAX PID 404 140
I
► fi5.35 I
�' ,
A z 1--� 'rv%s `` �� ZONED RL
Q.t , - N89 Z 1 49 'W � . a V IV , ~ � �r3`% j 0 r I
30.00 -' --� I Q, �' '� ��. �,o ` `, •.` N37'44'24"E ---- %d r�
DETAIL OF 30" SS R W 1 " -= 10D' W 1l r� c; I CO Ln 63 43 �k_ \ •, , , 'N! T �6, 1 I I
9 q 8.74 A +
/ C � Co Ln 0 4 r- COS 3 � , rm! 's � '- S kk3 ' I
1 " I �,'1p _:3 ' mow,,',, �' �� C� _ " I I
589'29' 19"E 74 m i'�ac� .0 .�.y .0v
-,,� �` ,p ,.,� 587` f D # 9 E I
25.58 1 0 / �S E84 � r6, --ik ,� I 35.89 I
�'% 64 srjr, a �, ``� . I
S 11'43'41 "E I '1 � i 0 �a c.?��• � �4'rQ -- �` O '� � a 'oe � ,gyp 4 -,-,-I
,,"� 2.25 ` 1 z A ' �'' % 't. , / '' „c * 4'' +' ,,b ` f j I
- ,., I v> I' R=230.00 L=162.77 (, 4- •f , "� ''
• --^ ►t 1 C] �a .1 CHORD 7 `./ DETAIL of 3D' SS R W _ , gyp' ; S� - __.._ �' - i I
N 1 1 43 41 "VII l P PARCEL F 8 w ."• m •• / " "� co I I
30.70 1 , cn w iA t' i N83 18 ❑9 E 159.39 / 1 = 100ii; 1 SEE DETAIL P ►�
S00`38 11 "W l 73 ; . a, - a, , � & rn j � I EASEMENT FDR i � I
27.80 � ` 0 20 I. R-250.00 L=174,29 '� .
CHORD R=230.00 L=14.19 I rfi�
I t ► � CHORD � A � '� � SIGNAGEDMONUMENT f i I
N89'29' 19"W - m i N83 36 12 E 170.79 S74`39'2Z"E 14,19 c` . -,,�, � 6 / k, # I I� (PRIVATE) i I
19.49 r �'� C'' SEE DETAIL O i I
I
►;'r 7Z j ,.-�9 / � I,� EX. PUBLIC UTILITY EASEMENT
• I R=10.00 L=20.42
r S 13'34'34"W / PARCEL A. &c + I BM 9995--7805 t I
► R=30,00 L=59.02 CHORD ZO.00 2�, fy .� �,°, v0 0
► r CHORD (A I S57'51 59 E 17.05 �,� E8 2❑ SDE (PRIVATE) ':� BMP SDE PRIVATE i
\� V. N55'29'41 "W 49.95 j _ , .---.-- _ b _-_ z, � - - 8 - E89 �io ( P (6 } /I I
,.r _ _ - 0 `�' rn 5 A ZO' 10 PARC'FI R BM► L;3 PR �,TE� Av 0 v 0 r 1'/k 1.. _ _ cv © _ 1 fDRY DETENTION POND I
n 0 r �� , 71 SpE t �- _ �_ _.._.._... �, ^7 1. k G , D �T�� E96 f3 __ E91- `�' SIDEWALK &UTILITY EASEMENT fir' ! 1 i
O. r cn ..-- S [7 p Q r, 0 � 4 TRANSITIONS FROM 3 TO 4 BEHIND THE SIDEWALK _& UTILITY EASEMENT j
LGI HOMES -- NC, LLC �t ` 1 . BMP SDE (PRIVATE) r� NG3 D1 43 E 4B.8D _ ..,,8r !i,S -•� rr� ! C� rn r"' I I w �� + LOCATED 4 BEHIND THE PUBLIC � w i I
DB 1297-258 0 0 % %r BMP 2 rn � v " .•.' G� �] _ _ _.._.._.._..-�_.. _ '. --" 1,S.6 SIDEWALK & UTILITY EASEMENT PUBLIC RIGHT-�OF--WAY (PUBLIC) cry d 01a C Ns3 D1 43 E 6,19 ,...� -t �`` �,-.-� ~ " ' �' o�,ryry�'' m d" LOCATED 3' BEHIN❑ THE PUBLIC E j RIGHT-�oF�-wAY (PUBLIC} a. o o
�' � G c�
C I Q '�+ , . DRY DETENTION POND SAND FILTER va � C. -' -- 4)' * � �' 4~ �'o RIGHT--OF-WAY PUBLIC I I cr ro + I `� "
TAX PID 404 138 1► � r - +L' 15a•D4 ,55 ► c� tS ( a
(FUTURE DEVELOPMENT) 5: a. Q , 'r Q , SD r' .� VO)J 1�~• 4 ���s -� CHORD S84 31 17"W 1 �, 0'rs, •E'�+ F �i �'.-' 1 SEE DETAIL L I SEE DETAIL M j `'v i I
gyp , ��7 r r •.r►� ( - ..; 1.__--_ -,� _.. /r d6 W ; ; w ��a EASEMENT FOR + � rn
ZONED PUD 2 . -�E .. p iEC3 3 2 I 30. EASEMENT FOR I cn
DETAIL OF EMERGENCY ACCESS #3
1 = 100
R=215.00 L=32.43
CHORD N59' 18'49"E 32.40
,��,9 fig- �:
r� --
Y1 ,A
► Q -
�-
,r'
I- -.
�� � ._1 -.
�J -
l�_..- c,63
�� R= 185.00 L=30.97
CHORD S58050'22"W 30.93
I 588 19 11 E / i 0 0 M
► R=125.00 L-10.29 '�, �` �� * �� ! I cz " a
�,, F-- 1% {' , , r r CHORD N24'3C'5❑"W 10.28 t�R ' =Q1 1� C0S 3 �o S�O,l �f F`D f rn METTERLINE & WATERLINE dt ! r f I ► I
. , E93 S88 1 11 E ER_ (PUBLIC) METER (PUI9LIC i
--` ` ���° ., 1-1 r-,� 'r ' .. � �• __ . __. _ .._ - '\ Sfi) 0i 43"W t� rVs�.� ��„ EC,4 - `�� " _� N89' 14048,,E j __ ..) i 73.52 00 C-q +�
LA_ r COS 5 30' SDE 50.5t3 ��• �� F 3 --- _ _ � 323.61 I I _. �_..�_-T- Q . °� I + a
�� ,` F-�'�' ' A PRIVATE r �5� °� .3s R�25 _L- 200.1 S __1 _ __ I � ► 1 I Q
R= 175.00 L=1O.55 c } `� ,� .00 L 78.s4 2D.00 4 90 ____._ ____ _ I +
CHORD S25' 14`37"E 10.55 r AG �.���-' rv� G Q SEE DETAIL G `� o N44' i 7' " zu 1 6. 6 1 N88' 19' 11 _ 127.1 B __ _ 30.25 42.73 30.17 �143,32 _ I z 0,��`" ii '� I
tom,• �Ir G0� �.r '�-.. a� �, 1 �a r% 26 E 18.30 "W 323.54 TOTAL LIII�IES'I"i7NE TERRACE NB9'31'59"E ZD0.16 TOTAL 586'19'11 "E 173.49 TOTAL i •••� 4' ! ,a
,� .�► ► r , , o .,, 1R) ` ,� ,70 , .y, l 103 - y 1 �C DEDICATED AS VARIABLE WIDTH PUBLIC 20 PDE I . v In I c�
r �� •,..a I t M 65' �C'� " R SEE ❑ETAIL #C (PUBLIC) En ._
r -•F u* -a
°°
S88' 19 11 E ZGfi.59 0' 0 i ,0 cn I � ai
`. 'ry �� -- � _ __ __ S8 ' " 2 PDE � �
�- �� S26' 58' 17"E \ �'r .--.-r-' ►11, ;210 , 4i a'-' f CL F, 0, \ w..,.. �-_..�,.....___-_ _ _ - _ _ _ �- �- _ - - _ _ 6 i 0 19 E 200.14 S88" 19' 11 " (N C DDT] w �i � p� � I � c0i
19.45 t`�}►� •� 1.SIDEWALK &UTILITY EMENT v & \ w r-----_;_ -- _ ___ .._____,--___ __ _ ___ --�-.� _.,, E 175.Dfi I i,.i g i 0
�,,. i Q4, ••. �` � sa = - , 5d NB8 19 ] 1 "W 289.22 - _________ ---__ �,... ___-•• •---- _, _. _ ► x I iE
..I...�[► `v. i' , `� �� LOCATED 3 BEHIND THE PUBLIC �� Ei�, E' wo-, 2a ��-IG� �� 30► 15 EASEMENT FOR WATERLINE -�_ '_- " ` "`w _._� : - � - ••�~--•--- � v � 0
. �.•{ ► -�- , © RIGHT--OF--WAY (Pt DLIC} -� -J J l�p� Q I N8$ 19 11 "W S5 R/W do METERS {PUBLIC NE^ - N88' 19 11 "W� r - ) •-•
�...- r. r cv T NC 1'p Q�r► I � 4 f � 3 °° � ca�� 278.4E (PUBLIC} } 198.26 � rw- � I �
f.-w' ,, .._.- ,� 'r c� •o Q 66 102 " N88 19 11 "W Q --
-,, •.'Z , SC7 , 0. '�� � pt 101 � � 100 99 SEE ❑ETAIL L N84 1 O 23 W 181.10 2t i I
r % t" G -�
*\ � �! 0 °° SEE DETAIL Q cr -•-+ I Or
f - r-'-'-- . • `� r0 r,, `-- �'tn
SEE SIDEWALK & UTILITY EASEMENT 200.53 ' EASEMENT FOR . I
N86 1O 19 IK 4
.- .�.- r �' ��' �.-�� -r, r' 68 '' 4 104 8 m 15' DETAIL I LOCATED 3' BEHIND THE PUBLIC PARCEL n 20D.14 SUBDMSION W 4
� \. '-•,., �r r. .-'. � _ ' SDE_(PRIVATE) RIGHT-OF-WAY (PUBLIC) PARCEL C' SIGNAGE MONUMENT I� ❑ � i
► \ ,•-- ` . E128 .-, W w -. _.a ._ _ __, EC14 EC 15 SIDEWALK & UTILITY EASEMENT SEE DETAIL R + w I I
r -o W w -. ........_..... TRANSITIONS FROM 3 TO 10 BEHIND THE (PRIVATE} t a �r
11111, • G '� ' 0 �_ •r E215- -. _ '. _ EX. PUBLIC UTILITY EASEMENT II cy i I
%PUBLIC RIGHT-OF-WAY PUBLIC BM 9995---7805 jr i
'` �� 1 I cn � 118 - V-
�O �~' ( )
` - r Z `n r3 �. ZO' SDE PRIVATE " I I
l`r 1 U5* Iw V_ E213 �C, - 1; .. -i-t- ,-, - N N , --.._.
7 _.1_,_________ -- �%- - ) _ S88 19 11�E 435.03 20 SDE (PRIVATE} EC 16 -- i
67 � _\ I
EASEMENT
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD DISTANCE
EC1
25.00
12.37
S7T30'05"W
12.25
EC2
25.00
11.94
N6735'08"W
i 1.83
EC3
25.00
12.37
N74'26'S(1"W
12.25
EC4
275.00
134.64
S74' 17'39"E
133.30
EC5
25.00
12.37
S46 a5'23"E
12,25
ECfi
272.00
133.17
S74' 17'39"E
131.84
EC7
25.00
41.46
N4T48' 19"W
36.87
EC8
21.60
16.79
N3D'28'20"W
16.37
EC9
21,00
30.81
N49'39'07"E
28,12
EC10
25.00
36.68
N49'39'07"E
33.47
EC 11
78.06
61.89
S65'36' 17"E
60.28
EC12
49.28
38.42
N65'07135"W
37.45
EC13
79.28
61.75
N65`OB'41 "W
60.20
EC14
48.06
6.07
S46'30'24"E
6,06
EC 15
48.06
32.04
S69' 13' 18" E
31.45
EC16
35.00
6.77
N86*08'28"E
6.76
EC17
65,D0
12.57
S86'08'28"W
12.55
EC18
35.00
6,77
S86'08'2VN
6.76
EC19
65.00
12.57
N86'08'28"E
12.55
%1� %,r r ��,� +},� �'1 +�' I `~' 11'1 98 /'%,,: EMERGENCY19 11 e7.0
ACCESS 1 (30' EASEMENT) b N88'50'40"W 43G.fi3 i '�
" ` �D �. ►� - �. I w 1 w 0 / .._.._ .._.._._.._.._...._..___.._.._...._.._. ._......_.._. _____� .. �.._.._ ._ .... E220 _-.eeE219 I `� I
1.
,.. �1
r [�. EC 11 S88' 19' 11 "E 420.91
�,
c '� °� 0 1 U6
'� r. �,; `S'a `r. �� °a q a � �`� '`ti' � � i � i 14.44 I
► \, r f `�';F 170 c� rn ' 116 97 w' w N88 19 1 1 "W 420.91 '
,� r, r r .r � �,� G y �p �, . Q� N. :tn EC19 EC18
,Q G1 107 � r. .- Jr.. CURTIS KESLER & I I
r .
DETAIL OF 30 S5 R/W \ 1 r .�, F • rp � E� r. `' I ! w 9z WIFE, AMANDA KESLER I I
' , t cr 1 , `r u* . p�$� '•-'' ��� a � r ram; TAX PID 4 a4 004
•qj j ,,-" - �. / ` �� - •� � $�� %\ � , 'Ln I '•- '� � � I �'+ ZONED RL
'yr �ro� Z �' •gyp j,. r a S0 ,,r \ 04 ., ; M) 115 � m 96 w : w 1
0�ry _. 1s87.5 ,�' c's� 1*N rn ► \% r 0 � 108 s \Q /(■ w I I Li � Q
V
.�' 41 .-­.50 ,O- \0 -1 M
�` 6 ,. / •.\ , � � 120'1 w Q 114 {� `, w w I I _.__._._.__._--- _.__.__._
%
► ��'y� 109 �?NY 11 ow : :
ryv- ►0 w
' -- �•'l,
kr-
.o 1 , %;, COS 5 I " � 0 w �--
jr tp1 A? 5r � w-�, i 0
14- S , \ �, 113 0 U
Q �.
9F '� �' 110 1, �, „`"w r JOCELYN P. CAMPBELL &
'� \, �'.",o = ti r cv a v . 94 , v HUSBAND, FRED CAMPBELL
,' �, N Q� `--' w I �, € �, DB 123fl�-5U2
111 �`' ! I I TAX PID 404 005
DETAIL C -- DETAIL OF SDE, 1" - 50'
NO0'38' 11 "E
12.06
� S6732'48"E S2T25'32"E
R 18,96 22.21
20' SDE �, �1�-I`�`� ��� !
(PUBLIC) �� �� • % i
��9 - N88'54' 14"E
_ �p�. .�.._.---'64.7Y1�.._.._.__.
, i
R=125.00 L=30,91 '� 2a
CHORD i
S08'41' 19"E 15.64 300 SDE (PRIVATE} r, •\ r,
N06 2S 55"'W 30.84 N81 ` 18'4 # "E 3.16 0 \ d'0 (p
0.9
S88 54 14"W 129.47 ! '�
R=125.00 L=6.27 �!
T ., 1
CHORD _ • F
N14'58"13"W 6.27 ��! •!
N67'32'48"W v 0w �;�
22.25 '� sn
,\ :, ..
! % ND cr
LA
L � j
cr. W
0 to -\ rn S22'27'03"E
o, 16.72
N22.27'03"W �
17.87 ; .0
a. ; s big
S6l ,1 .0Q
E 189
w I I w lli2 ZONEQ RL
\ %0 ,., {j
Apo ,m ,m I v.
'► � \ r !r 2 . N /w� `l. tit G -- E 18$ 0
Q. ■ C� r A cn I �/• � V4 93
1 r& ,� �, mom' 1�-- r I I E201 _._.__._w._.,_._
�'Q. D t S ���bs E187�.
r {}00
. aP 9• ( 7j� cv
•'S� as
\ 0 kp \ F-T , 0&4)p.o le �s ,/-,%"
�� �,
`r� Cam`► t"j p. `� 7S O�� ,- ` JAMES H. CLAWSON
-a► ?a �_ '� ro°�• 'Or C'''% �',e / / W `� /' ;! v DB 1209--47
`\ tp � ` ���F11 , ., c�' TAX PID 404 OOfi
► % 1 l 91 � ^ I% ZONED RL
LGI HOMES -- NC LLC r�,,, 'r °° 90 ' �`�' �"'
oe NC, LLC
11
- (PRIVATE) CID ,00ON-� ' ' �C�16 1
TAX PID 404 138 ,� �� r BMP SDE (PR E) EE '001 1 - ' - � .__-�_.__.__._._..._-.__._-._
FUTURE DEVELOPMENT � BMP 1 S 1, N-\10 •X•- 0-Ili: ./k
( ) " 1, 4jp ' /' DRY DETENTION POND/SAND FILTER �p,R��`.. P -- - �, _ 3�� q��.._0
ZONED PUD S88 35 06 E ■ /' _Sad' O.-OrE�j9 ag �-` i,D`1 GARY L. FESPERMAND &
22.61 `� ./ .�, �,� __- __ --• iqb 1a JENNIFER L. FESPERMAN
:z S88'35'06"E 1/2 OF 30' SDE (PRIVATE) 9 0 �- E DB 1009-47❑
/ ) OD - o F..:- - 19 �'�v,) TAX PID 404 129
96.79 S88 afi 47 E 179.15�iO
P�
I : -- % -__ _--W .-...-�. ,.,.---..-_..__..___.___.__..__-__.___.-------_.__
_._.._._.._.__.__.__,.__..__.__,.._ - ���. ZONED RL
N01`26'23"E N88`35'07"W 119.29 , N88'06'47"W 223.33 _._------ _.....- .__.�._.__..,._
15.00 S
i
MARY BROWN MCMILLAN & HUSBAND, LINDSEY B. MCMILLAN I ERRIN C. BROWN & WIFE, ANDREA T. BROWN
DB 65a-25v 1 DB 1025--730
TAX PID 404 104 i TAX PID 404 134
ZONED RL ZONED RL
- _ --- -- --- es.
N61'51' 15"W �t'W
3.63
N74'22'52"W
7.11
DETAIL M, WATER EASEMENT, 1 " = 100'
EASEMENT FOR WATERLINE &
METER (PUBLIC)
S88" 19' 11 "E
30.0 S01'40`49"W
NO 2Z.D09„E 1`''--�. - 1� 22.[]U
N88' 19' 11 "jjraj
30.00
DETAIL Q, 1 Vol= 100"
EX. PUBLIC UTILITY
EASEMENT
577.40,48,,E �
9.33 ..-
N o
t a. ►n
1 0
I W
Lu
► 0*
�► r
°'c`Cv ► o
") 1 °'
cv T. I .,
7 I "_ M
C i co
1
i
Z, 1 rI
�11
k�1; kN
z ;
0
I
R=25.00 L=22.91
CHORD S33452'23"W 22.17
DETAIL L, WATER & SEWER EASEMENTS, 1" = 100'
EASEMENT FOR
WATERLINE &
METER (PUBLIC)
S88' # 9' 11 "E SO 1'40'49"W
ND 1'4O'49"E 30,40 23.D0
23.00 c--w--
N88' 19' 11 'V S88' 19"11 "E
30.00 1$,93
S88'19'11"E S8fi'1D'i9"E
19.52 10.49
N01'44�'49"E'-'--3
25.00 N88' 19' i I ow S01'40'49"W
30.00 24,61
30' SS R/W
(PUBLIC)
DETAIL K
SDE & PDE, 1 " = 100' S86'02"27"E
11.94
ND7'37'24"E S 12' 19'06"W
20.04 5.05
20' PDE`•-''� S07'37'24"W
(NCDOT) 15.04
I
/,
' N86'02'27"W
NB5' 15' 2B"E 11.52
NO3' 1 O'47 "W 2(].D 1 -,
15.22 -- -- e..- Ap "
S03' 10 47 E
38.28 17.4fi
20' PDE
(PUBLIC) N88' 19' 1 1 "W
20.07
DETAIL J, SDE �& PDE, 1 " = 100"
E 169
20' PDE �'� a
(NCDOT) & �.11\, w
00
I w
I 9
R=80.00 L=15.47 E165
CHORD E1 fi4 ° ` III, 2
N88 O$ 28 E 15.44 w! �,
# V)
2D SDE I
PRIVATE �' (PRIVATE) E162; - cv
_. _._ _.-L-ja E163
- - - -.�. E176 E175 �� E173
E174
It
n=1)U.UU L= 1 -1.DU
CHORD
S86'08'28"W 11.58
R=94.28 L=73.34
15" SDE (PRIVATE) CHORD
S65 10 29 E 71.50
kO 587'27'36"E
74.52 R=33.06 L=18.06
N _._._...._____ ..__. - ___ CHORD
►•��; _ -.
Q'� N87'27'38"VIr-"` _ S58'28107"E 17.92
z 74,52 �~`�1. %0
--
R-79 28 L-61 75 ��
DETAIL R, 1" = 100'
EX. PUBLIC UTILITY
EASEMENT
��
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N88' 19'05"W
8.45
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
E1
N63'38'070E
32.31
E2
S25'23'23"W
71.72
E3
S27'35'40"E
83.14
E4
S30'30'22"E
227.87
E5
S33'56` 170,,E
15.38
ES
S48045'38"E
50.82
E7
S40' 12`47"E
52.21
ES
S3T24'37"E
72.41
E9
S29'50'38"E
64.05
E1 D
S36'22'35"E
76.40
E11
S36'47'530E
5.62
E12
S6,V41'23"E
20,94
E 13
S42'07'55"W
30.36
E14
N3fi 47'53"W
30.02
E15
N36'22'35"W
77.62
E 16
N29'50'38"W
63.87
E17
N37'24'37"W
70.60
E 18
N40.12'47"W
50.23
E19
N48'45'3B"W
51.93
E20
N33'56`17"W
18.58
E21
N30'3O'22*W
228.98
E22
N27'35`40"W
93.62
E23
N25'23'23"E
56.31
E24
N2T01'03" W
20,30
E25
N30"52'57"W
23.91
E26
N30`52`57"W
34.54
E27
N35'25'3C"W
60.20
E28
N64"58' 12"w
12,85
E29
S35'25136"E
25.71
E30
S3a'52'57"E
35.33
E31
S34'52'57"E
25.81
E32
S2t7O1' 17,,E
28.60
E33
S00'38' 1 # "W
67.96
E34
N 19'31' 180E
58.59
E35
S71'09'24"E
89.34
E36
N21'39'55"E
5.01
E37
S71009'24"E
41.32
E38
N76'32' 15,,E
46.67
E39
N73'29' 12"E
44.40
E40
N89'02'450E
51.29
E41
S76'02'48"E
64.12
E42
S6o'52'37"E
38.63
E43
S59'28'50"E
53.95
E44
S38'26'26"E
51.20
E45
SIST38'46"E
115.30
E46
504'23`o4'W
2D.00
E47
N85'38'46V
104.19
E48
SO4'35'57"W
193.81
E49
S85'36'56"E
104.92
E50
SO4'23'04"W
20.00
E51
N85'36`56"W
125.00
E52
N04'35'57"E
213.98
E53
N3B'26'26"W
55.97
E54
N59'28'50'"W
49.99
E55
N60'52'37"W
35.72
E56
N76 02'48"W
58.84
E57
S89'02'45"W
45.94
E58
S73'29' 12 "W
33.10
E59
S52'50' 15"W
25.44
E60
S46"2a'Ofi"W
33.58
E61
S31'57'05"W
28.08
E62
S 1720'09 "W
G2.74
E63
SO7.56'59"E
64.56
E64
S82'03'01 "W
20.00
E65
NOT56'59"W
68.13
E66
N 120200090E
69.78
E67
N31457'05"E
34.06
E68
N4T20'06"E
21.11
E69
S7fi 32' 15'W
34.48
E70
N71'09'24"W
32.03
Eli
N 18'5O' 360E
5.D�}
E72
N71 "06'03"W
78.40
E73
S34'54'30"W
40.23
E74
S4T20'56"E
115.69
E75
N07' 18'39"E
17.31
E76
N25058' 18"E
80.59
E77
N2C"DO'47'E
55,20
E78
N 16w35'59"E
34.39
E79
S73'24'01 "E
20.00
E80
S 16'35'59 "W
34.99
E81
S20'00'47"W
56.84
E82
S25'58' 18"W
83. i 4
E83
S01'57'34"E
39.48
E84
S85' 14`25"W
23.04
E85
S64'5f'53)N
19.21
E86
S45'32'45"W
6.24
E87
S37'52'38" W
188.61
E88
S83'17'38"E
68.19
E89
S8T38' 1 S"E
128.34
E90
5ti2'21 `45"W
20.00
E91
N87'38` 15"W
59.89
E92
S01'40'49"W
106.54
E93
N88' 19' 11 "W
20.00
E94
N01'40'49"E
106.78
E95
N8T38' 15"W
49.21
E96
N83' 17`38'"W
67.73
E97
N60'D4'O1 "W
136.87
E98
N37'44'24"E
20.19
E99
SB0'04'01 "E
1 D5.22
E 100
N37'52'38'"E
190.62
E 101
N45'32'45"E
11 A0
E10Z
N64'56'53"E
21.63
E 103
N4T20'56"W
116.51
E 104
N37'44'24"E
7.55
E105
S50'4i'00"E
43.84
E 106
S30'21'45"E
28.62
E 107
S31'06'29"E
21.90
E 1 O8
S3731'41 "E
58.09
E109
S38650'05"E
33.95
E110
S3714'12"E
25.47
SHEET 3 OF 3
EASEMENT LINE TABLE
LINE
BEARING
LENGTH
E111
S27'25'32"E
30.15
E112
S6734'28"W
20.00
E113
N27'25'32"W
29.31
El 14
N3714' 12"W
23.48
El 15
N38'S0'05'W
33.03
E116
N3T31'41 "W
59.44
E117
N31006'29"'W
23.15
E118
N3T21'45"N
25.28
E119
N50'01'00"W
43.76
El 20
N1719'35"'W
30.14
E121
NO2'13'20"W
36.27
E122
NO3`28' 14"E
32.00
E123
N2752'33"E
50.47
E124
NOT58'06"E
58.59
E125
N05'36'51 "E
50.20
E 126
N04'01'01 "E
51.18
El 27
N01'53' 10"E
107.77
E128
SW06'50"E
20.00
E129
501'53`10"W
108.15
El 30
SO4'0 V01 "W
51.83
E131
S05'36'51 "'W
51.24
E132
S09'58`06"W
61.62
E 133
S22'52'33"W
49.31
E134
S03'28'14"W
27.59
E135
S02' 13'2O'E
33.51
E136
S1719'35" E
32.41
E137
S67'12'52"E
30,23
E138
N78.19'16"E
14.01
El 39
N72'39' 16"E
28.08
E140
N7739'1 G"E
15.74
E 141
NG7'35'5B"E
39.38
E 142
N64'24'00"E
23.90
E 143
N5Y35'59"E
26.58
E144
N50'5B'29"E
23.33
E145
N38'27`29"E
30.79
E146
N3G 42`1O"E
25.96
E147
N34'43'01 "E
25.46
E148
N24'06'27"E
33.72
E149
N1 Y06'02"E
10.54
E 150
S6916' 16,,E
20.23
E15#
S13'O6'OZ"W
9.43
E152
S24'06`27"W
37.50
E153
S34'43'01 "W
27.67
E154
S36'42'10"W
26.61
E155
S38'27'29"W
33.29
E156
S50'S8'29"W
25.98
E 157
S5Y35'59'W
28.93
E158
S64'24'00"W
26.35
E 159
S67'35'56"W
40.82
E160
S7D'37'27"W
94.1
E161
N01'48'41 "W
45.88
El 62
N80'36'08"E
39.08
E163
s8a' 19111 WE
17.56
E164
N65'22'22"E
5.14
E165
N56'05'32"E
7.80
E 1 fib
N06 42'33"E
72.17
E167
N41'21'49"E
i 7.59
E168
N4717'27"W
53.20
E169
S88' 19' 11 "E
13.01
E170
S06'42'33"W
11.14
E171
S06'42'33"W
2.98
E172
S06'42'33"W
104.41
E173
S56'05'32"W
5.44
E174
S65'22'22"W
11.43
E175
NW 1 9'1 1 "W
22.24
E176
SSO36'08"W
41.02
E177
N70'37'27"E
94.11
E178
N67'35'56"E
45.46
E179
N69'O2'16"E
33.51
E180
N70'48'46"E
27.41
E181
N65000'14"E
25.10
E 182
N72'41'52"E
12.07
E183
N2TO5'39" E
22.75
E184
N 17'25'56"E
24.37
E185
N13'16'56"E
31.71
E186
N 1 D'04'43#E
31.60
E187
N05'36'35"E
14.82
El 88
S84'23'25"E
7.31
E 189
N01'34'40"E
42.59
E190
N01'05'24"E
63.01
E191
N04'49'08"E
86.02
El 92
N04040' 15"E
63.65
E193
N0715' 12,,E
53.09
E194
N44'52'02"E
58.05
E195
S44'52'02"W
49.42
E196
S0715' 12"W
45.71
El 97
SO4"40' 15"W
64.10
E198
SO4'49'08"W
85.40
E199
S01'05'24"W
62.4.4
E200
S0 #'34'40"W
44.08
E201
S84'23125"E
1.99
E202
S05'04'01 "W
21.69
E203
S10"04'43"W
27.90
E204
S13' 16'56*W
33,64
E205
S17'25'56"W
28.00
E206
S27'05'39"W
37.90
E207
S72'41'52"W
22.66
E208
S65'00' 14"W
24.60
E209
S7a'48'46'W
28.47
E210
569'02' 16"VII
32.fiC
E211
S67'35'S6"W
45.88
E212
S70'37'27"W
59.17
E213
N8T27'36"W
74.52
E214
S0732'24"W
30.00
E215
NBT27'36'"W
74.52
E216
S80'36'D8"W
42.35
E217
N88' 19' 11 "11V
36.63
E218
NOT42'33"E
30.12
E219
N88' 19' 11 "W
33.99
E220
S80"36'O8"W
42.35
REVIEW OFFICER CERTIFICATE
STATE OF NORTH CAROLINA
COUNTY OF ROWAN
I, ��C� 7 CY`� ,REVIEW OFFICER OF ROWAN COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STAT RY REQUIR MENTS FOR RECORDING.
10
/-�//- � � /( �
REVIEW OFFICER
DATE
ERBEIC&E. OF AEEROVAL FOR RECORDING
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH
THE SUBDIVISION REGULATIONS OF THE TOWN OF GRANITE QUARRY AND THAT THIS PLAT IS APPROVED
FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF ROWAN COUNTY.
/ A `�-~ •- REVISED 04- 12 -2419 To REMOVE INDIVIDUAL _ =_�
CHORD / ' -- �- LOTS ADJOINING THE FLC]ODPLAIN.
N65'08'41 "W fit].24 :', ca4 / .4112)
f / `f -i 4�_ _____ I..
Q�� REVISED D4--01-�2019 TO ADDRESS DATE SUBDIVISION ADMINISTRATOR
R=48.ofi L =6.07 + DETAIL I GRANITE QUARRY REVIEW COMMENTS.
CHORD
N46'3[?'24"W 6.06 15' SIE, 1 " = 100' REVISED 03--19-2019 TO SHOW EASEMENT
FOR WATERLINE 8E METERS A CONSISTENT
15' FROM THE ROAD R/W LINE,
I, JASON LEE WYLIE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(PROPERTY SHOWN IS RECORDED IN EXISTING DEEDS AS REFERENCED; THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN THE ADJOINING DEEDS AND PLATS AS REFERENCED;
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 ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 30TH DAY OF
OCTOBER, IN THE YEAR OF OUR LORD, 2018,
FIELD SURVEY CONDUCTED
FRDM 1(I--15--2018 TO
A"kh.84 A
1 a--19�-2018.
- - -MAI it(OCISI PROFES NAL LAND SURVEYOR _ ���" MAP INITIALLY PREPARED
41
N.C. LI NSE NUMBER: L--4366 aN 1v-26--2018 To
10--30-•-2018.
I, JASON LEE WYLIE, FURTHER CERTIFY THAT THIS MAP IS:
A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND.
J* . & _
PROFESSIONAL LAND SURVEYOR
N.C. LICENSE NUMBER: L-4366
Book: 9995 Page: 8889 Page 3 of 3