NCC222320_Site Plan or Location Map_20220624

look 82 Page 75
JAMESTOWN ENGINEERING GROUP, INC. P.O. BOX 365 JAMESTOWN, N.0 27282
ATTACHED LOTS AREAS: NOTES
1 - DEED REFERENCE - BOOK 2445, PAGE 325, AND BOOK 2518, PAGE 130.
I, James D. Terrell, certify that this plat was drawn under 'my LOT 24 - 2,266 SF 2 - NO UTILITIES OR IMPROVEMENTS WERE LOCATED FOR THIS SURVEY.
supervision from an actual survey made under and
supervision (deed LOT 25 - 1,777 SF 3 - THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, RIGHTS OF WAY OR OTHER FACTS
description recorded in Book 2445, page 325, and Book 2518, LOT 26 - 1 777 SF THAT MAY BE DISCLOSED BY COMPLETE TITLE SEARCH.
page 130); that the boundaries not surveyed are 4 - ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS NOTED
clearly indicated as drawn from information LOT 27 - 1,777 SF OTHERWISE.
found in Book AS , page NOTED • that the ratio of
precision as calculated is 1+10,000; that this plat was LOT 28 - 2,266 SF 5 - ALL AREAS WERE COMPUTED BY THE. COORDINATE METHOD.
prepared in accordance with G. S. 47-30 as amended. LOT 29 - 2,278 SF 6 - SIGHT DISTANCE TRIANGLES ESTABLISHED BY MEASURING 10' AND 70' FROM
Witness my original signature, license number and seal LOT 30 - 1,798 SF INTERSECTING RIGHT OF WAY LINES.
this ,&* day of /� �� A.D., 2022. 7 - SEE MAP RECORDED IN PLAT BOOK 52, PAGE 72.
-`si- LOT 31 - 1,809 SF 8 - LOT AVERAGING NOTE: THIS SUBDIVISION UTILIZES THE LOT AREA AVERAGING
,C, LOT 32 - 1,817 SF PROVISIONS OF SECTION 10.2.3.C.2. OF THE DEVELOPMENT ORDINANCE AND WAS APPROVED
�' LOT 33 - 1 812 SF AT THE TIME OF PRELIMINARY PLAN APPROVAL. ALL LOTS AVERAGED MUST BE FOR
.•'�O� ••EESSjo;I'•��L� LOT 34 - 2,295 SF RESIDENTIAL USE AND BE WITHIN 75% TO 125% OF THE MINIMUM LOT AREA FOR THE
2 ��Q,o Iy :.� REQUIRED BY THE ZONING DISTRICT. LOTS LARGER THAN 125% OF THE REQUIRED MINIMUM
Sect ors �StcQL Professional Land Surveyor LOT 35 2,263 SF LOT AREA FOR THE DISTRICT ARE PERMITTED BUT HAVE BEEN EXCLUDED FROM THE LOT
• Y LOT 36 - 1,774 SF AREA AVERAGING CALCULATION.
L-4198 i LOT 37 - 1 773 SF 9 - DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR FALLS GROVE
� %!4b ;•v ' SUBDIVISION ARE RECORDED IN DAVIDSON COUNTY DEED BOOK PAGE
L-4198 10 - ALL SINGLE FAMILY ATTACHED UNITS SHALL HAVE AN ATTACHED GARAGE TO MEET
LOT 38 - 1,772 SF
�'.9'S;'•••• •••'••��tv�.` License Number LOT 39 - 1 771 SF THE 1 5 PARKING SPACES PER DWELLING UNIT STANDARD
[Sam].
STORMWATER CONTROL MEASURES MAINTENANCE AGREEMENT:
PROTECTED DRAINAGE EASEMENTS (PDE)
The Owners Association is responsible and required to maintain those areas
THE FOLLOWING RESTRICTIONS SHALL APPLY TO ALL PROTECTED DRAINAGE EASEMENTS (PDEs)
designated as Common Areas , which includes the completed permanent
I. NO FILL, BUILDINGS, OR STRUCTURES, EXCEPT FOR WATER DEPENDENT STRUCTURES,
stormwater control measures (wet detention ponds) as directed by the
GREENWAYS, UTILITY SUBSTATIONS, UTILITIES, ROADS OR OTHER RELATED PUBLIC IMPROVEMENTS,
governmental office having jurisdiction for watershed protection. In the
SHALL BE PLACED OR CONSTRUCTED WITHIN PROTECTED DRAINAGE EASEMENTS AS PROVIDED
event the Owners Association should be dissolved or cease to exist, then all
IN THE CITY OF HIGH POINT STORM DRAINAGE SYSTEM MANUAL.
(�
of the owners of record shall be jointly and severally liable for any and all
II. DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED NO CLOSER
costs attendant thereto. Owners Association documents are recorded in
THAN TWO (2) FEET HORIZONTALLY FROM THE TOP OF ANY SLOPE ALONG ANY OPEN WATERCOURSE.
3
L
Deed Book, Page 60 -01-5
J
PARKING AREAS AND ASSOCIATED DRIVES MAY BE CONSTRUCTED OVER ENCLOSED SUBSURFACE DRAINS.
o
,
III. IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL WATERCOURSES ON PRIVATE
PROPERTY WHETHER ENCLOSED AS SUBSURFACE DRAINS OR REMAINING AS OPEN CHANNELS.
QIV.
THE CITY DOES NOT ACCEPT THE RESPONSIBILITY TO MAINTAIN ANY DRAINAGE EASEMENT
OR STORM DRAINAGE STRUCTURES, EXCEPT FOR THOSE WITHIN A PUBLIC STREET RIGHT-OF-WAY
o
OR TRAVERSING CITY -OWNED LAND.
_
Panther Ridge
y�agaoo
c Rd
N
I
VICINITY MAP
NOT*TO SCALE
'�•,, D. ?ER ••`
LOT
40
- 2,257
SF
/
(DZONEDJ RA3 O I
5 ELLIOTT
LIOTT
I, James D. Terrell,,PLS, certify per G.S. 47-30(f)(11)a. That
LOT
41
-. 2,256
SF
8
SECTION ONE O
PATRICK
D.B. 2409-786
D.B. 8
the survey creates a subdivision of land within the area of
a county or municipality that has an ordinance that
land.
LOT
LOT
42
43
- 1,770
- 1,770
SF
SF 1'"
/
i 10
DB sirs°sERsos
ACL:01007D0000009
HARMON DEVELOPMENT COMER
O
D.B.F2482S2478 ACL:01007D0000005A
D.B. 1730-1058
ACL:01007D0000004
regulates parcels of
9 P
ZONEDPRA3 ACL 010077DO0 0008
ACL:01007D0000007
N 88'-35'-35" E --
LOT
44
- 1,770
SF
478.77
LOT
LOT
45
46
- 1,770
- 2,256
SF �
SF
�'� S 86'-20'-31" E -
EIP
115.67 EIP
HIGH POINT
CITY LIMITS
OUT
N gg°-35'-35" E -
590.20' TOTAL
136.17' 148.37'
EIP
State of North Carolina
LOT
47
- 2,406
SF
ti
36.49' 45.73' 33.44' 17.55'
52.17' IN 82.50'
153.44'
c1 �,,
Count of Davidson
Y
LOT
48
- 1,897
SF
PO
[ Suoit� t•{T�1JN/� Review
LOT
49
- 1,906
SF
,�
W
a d
N
- -�
_
Officer of Davidson County, certify that the
LOT
50
- 1,916
SF
map or plat to which this certification is affixed meets all
LOT
51
- 1,922
SF
statutory require is for recording.
LOT
52
- 2,423
SF
_
5 -31 - P ""
LOT
110
- 2,228
SF
Review Officer date
LOT
111 -
1,704
SF
G•v.tity �� awJS®^
LOT
112
- 1,670
SF
LOT
113
- 1,661
SF
LOT
114
- 1,677
SF
LOT
115
- 2,189
SF
LOT
116
- 2,155
SF
Statement of Acceptance of Dedication
LOT
117
- 1,690
SF
Through the approval and recordation of this plat, the City of
LOT
118
- 1,690
SF
CD
D.B.N2444-736 I m S 60\ j o m A\ �/ N
• ACL:010ZONED: RA3000030 rn 4'0,30 s ,bO IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII
• \ F u, �,, �O`L 15307 SF �� �P ob � Ln in Ln 2022012440
z 9' \ ti N �,� W �� 6N � �� N co
/ o
EIP N � `: 5F � � ;,,� ,h M ^�� DAVIDSON CO, FEE $ 1.00
O N 2
� � m
S 84'-17'-58" E LO co N, M 51�D �"
I S Q N, I O M/
31.18, 233.59' TOTAL 6� o �' ���� D I
5 51.33' ^o
g•29' N 51.33' N _ o �`? 1 G G
/ F- = V PRESENTED & RECORDED:
N w EIP /� o, o S Q I OJ rn ..P I n \ o C7
1 447 SF N 49.80, poi' �' I
rn 40.65' O / / 05-31-2022 03:31:47 PM
RETAINING WALL � oo a, J ^p� 4' `? 0
�� �� MICHAEL HORNE
DEEDS
N REGISTER OF DEEDS
)/ '- COG>F IT1 N BY: KELLY DAVIS
/ a / RETAINING WALL EASEMENT o, DEPUTY
N �� I '` b \ N 4. s s 3s3, O Q=Q SCM #1rrk
BK: PL 82
N., �
' `'�' •• / .``r^^ o cn cn 6 � _.._ J I O• 20' PDE
F rn o g ` / & SCM ACCESS & o &
ry `O h I° o O N G, �N co I 7 � Os, '` h
- ;' ^� y Ln G,F� F I' CjF I' 'J ` I © C10 MAINTENANCE EASEMENT _ `Z" W PG: 75-75
High Point hereby accepts the dedication to the public of the LOT 119 1,690 SF - o ^ N o_ N I cj; U, r), �„ ' c 3s„ <V
M ry rn F �'J c4 t° cn '� �° rl.� "' GJ� 7y w S F
public right-of-way for all public streets, alleys, and LOT 120 - 1 690 SF i ^ M ° CO I Dc6 a' o co o M
f o'.i �, rn -• Ib w J ,�fp O . I GjOu � u' - 15 PDE G� V V �i
sidewalks, utility easements, and parks or other sites shown a, +' N I 6 O I O G V
LOT 121 - 2155 SF N 0) (0j rnI & ACCESS
and dedicated to the public on this plat, but assumes no ' i ,� r,I EASEMENT �C/� ,off
responsibility to open, operate, repair or maintain any land or LOT 122 - 2,155 SF SF ; ; c�qD �' O O O rn ® �,, O ✓ -` , (L�a�i �00 . 12 14692 SF yy �� W
facility until in the opinion of the City it is in the public LOT 123 - 1,690 SF rn
FA9 / _ / 5' UE i + { 7,5' ' -L1� �'' Q��� 1:0 60� W
interest to do so. LOT 124 - 1,690 SF R/�O 32 a 5 5 1O'X20' UE ` �,' i I N %o t �� �_ 0 5
LOT 125 _ 1,690 SF F�ICgTOFOR r' / .(g < F -I (` r �, r _ - J L - e� off' so.R _3'-70 W �Z �� 4T
LOT 126 - 1,690 SF N;�" o"' <2�------� L----! L 5' UE J L---� L_-c4 m� m %v �� 106.40,����
Ownership and Dedication LOT 127 2 001 SF c M 4.
LOT 128 - 2,155 SF �C1 C2 L4 L6 LS c3 C R/ �4 11 �s' 8 3a'
The undersigned hereby acknowledge(s) ownership of the a; 2 /
property shown and described hereon and hereby adopts this LOT 129 - 1,690 SF SIGHT EASEMENTrjO - �' ""' `" , ` ` `'� o s Line Bearing Distance Line . Bearing Distance
/ :,s :, .: .•.;<. �23 C76 20' SSE M O ^ CA h 14 W ��'•
plat and allotment to be a free act and deed and hereby LOT 130 - 1,690 SF x ; BLOOMINGTON WAY SEE NOTE #6 5• "` '' ' - -C15 �; o 50'-� . L1 N 49'-44'-44" E 30.02' L85 N 87'-51'-08" E 20.00'
dedicate(s) to public use streets, playgrounds, parks, LOT 131 - 1,690 SF PROPOSED WALK L2 5' UE ^ �! S 78 5 ' A O
draina ewa and open space, and easements forever on all 4 • -, 13 2.176 ACRES �/ g2 g S\ L2 N 56'-02'-24" W 23.88' L86 S 89'-09'-45" W 20.01'
g y P P LOT 132 - 2,155 SF "•3 ' ,fi . �- ,� L3 S 85'-50'-28" E 45.22' L87 N 8T_51'_08" E 20.00'
areas so shown or indicated on said plat, and authorize(s) the r % v°` `� _ 5 ' •. s'• - 1 ( R 11005 SF \ L4 S 89'-09'-45" W 42.55' L88 S 89' 09' 45' W 20.01'
City of High Point to record this plat in the office of the LOT 133 - 2,145 SF a' C26_ C25- C21 5' "� F
_ t 2 N > L5 N 85°-50'-28" W 41.65' L89 N 87'-51 -08 E 20.00
register of deeds of Davidson County, N.C. LOT 134 - 1,672 SF r;' 38 1 (- - C24-L35 L33 - V 5' / 5' "> ACTIVE OPEN SPACE / , �` L6 S 89'-09'-45" W 51.00' L90 S 89'-09'-45" W 20.01'
9 Y I J L; �- �� L29 ►�• �`1�b 10'X20, UE t ti S o \ �' <,:
LOT 135 - 1,663 SF � ,; •:, SIGN �y p � �a � �{ � /.e-'� L7 N 35'-14'-14" W 33.73' L91 N 87'-51'-08" E 20.00'
/r EASEMENT J 5 UE L �; R y U cs' r'cs. / L8 S 89'-09'-45" W 18.11' L92 S 89°-09'-45" W 2.78'
RS Parker H LLC LOT 136 - 1,655 SF y } 10'X20' UE 5 5' 1 r Z 16 15 L' F rr. \ N �'' \ �. / L9 N 56'-02'-24" W 14.09' L93 N 87'-51'-08" E 25.50'
9 Ir SEE INSET }
LOT 137 - 1,648 SF <v w } } z O �' Dow C3 W / L10 S 89'-09'-45" W 24.84' L94 S 14'-58'-14" E 20.46'
17 i P w r? I FJ i0: 20' PDE / L11 N 45°-50'-15" W 28.28' L95 S 83°-46'-06" W 25.50'
r. _�� LOT 138 - 2,111 SF / ib ^0 23 10 22 z z I O N N SF ''� \ / `� L12 S 44'-57'-51" W 28.65' L96 S 83'-46'-06" W 20.00'
DO
Signed--- -- - -- ��� _ ..Z 1•�.'{ `r O 21 o O 18 w �, �'�� N, $ c� ��
i - GATE LOT 139 - 2,150 SF a i 0 20 I' 19 I ' j5 I N �, N I SF P \�i 1�/ L13 S 89'-03'-02" W 19.14' L97 S 83'-46'-06" W '20.00'
ei A/" /' % ° `� �n o I `n I O cn O �,. c' F o 'j rD= y / 1� �� L14 S 38'-31'-31" E 39.26' L98 S 83°-46'-06" W 20.00'
LOT 140 - 1,707 SF / `�`� SF �� o o I i. ,,• c�F �,� S rn ,''j0 �2� 20' SSE 10� / /c� 62 L15 S 16'-31'-33" E 50.04' L99 S 83'-46'-06" W 20.00'
LOT 141 - 1,708 SF ;i o '\� o Dc I �, Dc N :^ ., o Gj� 61 30" W L16 S 76'-26'-18" W 35.93' L100 N 89'-09'-45" E 2.34'
Witness_ _ _ 'zL LOT 142 - 2,180 SF j 2 6� z �J�p�1 z �Fj6 c' fp�� = '�� �`' i $� r S �6'�5$ o. L17 N 85'-50'-28" W 6.33' L101 S 83'_46'-06" W 25.50'
DATE 1 I 9 89' 09'-45" 5.6
4•N� ��' �� �� E LOT 143 _ 2,181 SF j% Vv " N 85_50'-22" W -- �� �' `': L18 S 76'-26'-18 W 1.42 L102 N E 2 1
LOT 144 1,712 SF 81.66' S 89'-17'-33" W 8 P 44' W 4p 18 / L19 S 85'-50'-28" E 3.98' L103 S 89'-09'-45" W 25.50'
j _ 40'- 11.50' L20 S 85'-56'-57" E 1.98' L104 N 89'-09'-45" E 25.50'
N 89'-47'-17" W o 194.46' TOTAL L22 S 82 '•"
LOT 145 - 1,713 SF PROPOSED WAL j o Z Q L36 L34 a o L32 66.35' w o 80.73 57.01' 56.72' W 1 34' 128.E L22 S 76 =58 =30" W 59 42' L106 N 89'-09'-45" E 20.00'
Approval for Recordation LOT 146 - 2,185 SF S / /N 9 � 25 50' S 85 - 0 -2 E y o Y Z Y S 83°_27 -22 L83 L85 L87 L89 L91 L93 \
L23 N 76°-26'-18" E 26.35' L107 S 89'-09'-45' W 20.00'
Approved for recordation by the City of High Point,
North Carolina on the _--.�! 1----- day
of- J_�p►`_(_-__-- , 2022, pursuant to the City of
High Point Development Ordinance.
Director of Planning & Development
� i.►'*'e^ILiMn
No Approval is Required by NCDOT
This plat does not require certificate of approval by the
N.C. Division of Highways as provided in G.S.136-102.6,
Subsection (g).
S. m rn 20.00 20.00 20.00' 25.50' `t 1 -a\v' L24 N 89'-09.'-45" E 5.87' L108 N 89'-09',-45" E 20.00'
A L48 L50 L52 L54 L55 L57 N 9 C)1 w N L59 L61 L63 L65 L67 L69 L71 _L73 L75 L77 L79 L81 } cn N w
d� S- } m m �� cn Q L25 N 76'-26'-18 E 11.00' L109 S 89°-09'-45" W 20.00'
u' n' P \W L26 N 89°-09'-45" E 22.17' L110 N 89'-09'-45" E 20.00'
6�\'s: su. / N 0 3 rn CBU� } to cn In cn o ? 1s.7' cn cn cn cn cn N N N N N N I �o, C�
�/ w- M I iv N of , z } I Z o L27 N 0'-50'-15" W 36.4T L111 S 89'-09'-45" W 20.00'
F` ��Q;- N. I m ,.� D0 co o 0 0 0 0 o cn o 0 0 0 0 o I I' 1° I I Io coo �, '"\ L28 N 41'-37'-30" E 27.00' L112 N 89'-09'-45" E 20.00'
NCGS MONUMENT "PERYMAN" jr 4r V r� in o I i N N co I• o z q o I I I I I o 0 0 0 o o I W y L29 N 89°-09'-45" E 45.00' L113 S 89'-09'-45" W 25.50'
MAR. 3, 2011 GPS OPUS SOLUTION ' �` Q' I °p o 00 I `o lo � } I N N N N ' • rn I' I° I' I' I CrIcO w cO 00 cn rn le•r
�� �� o� a6 0 0 °p ao co I I I I I o cis o00 OD o , c 00 0 00 0 co o �' 00 o w o 00 0 °° 00 I {' c' W L30 S 45'-50'-15" E 28.28' L114 N 89'-09'-45" E 25.50'
NAD83 STATE PLANE COORDS 320ONC ,i; V O Du I ou d °p I au o w o o b o in a, ;n oo . a, , r-+ bD 0 1 I' Do po oD oD co a, o �0 I 0° I oD I oD I m I rr rn cr - in c' �n o cs, w �`? N
( )' / Q d Da D0 I Do iv ro I� o r` O N O I 0D Ln I I I 1 I o cn _ N
o I "� o I of 0 , "� ' %AJI P o -• °' °' c' cT - w oho `' ib �, N N N N rn , W L31 S 0'-50'-15" E 32.37' L115 S 89'-09'-45" W 25.50'
NORTH = 821,385.21 I O n'j N I N Do I o, I o I o I 0 rn 1 aD {;-+ �G 0D N �„ 0D c, w �„ co c, •g v, rn cn . Ln v . cn v! - cn rn rn �j\ \ ��., L32 N 87°-39'-49" W 51.08' L116 N 89°-09'-45" E 25.50'
EAST = 1,685,598.19 p• 24 i cn o I N N N N � 40 rn rn 46 50 51 1 \ L33 N 89°-09'-45" E 51.00' L117 S 89'-09'-45" W 20.00'
COMBINED FACTOR = 0.99992203 w �� z 25 26 27 28 I ,o� U' �' v' v� cn cn ''' "' 35 �''C36�'' rn 0D 41 42 0 47 y 48 49 i I L34 N 87'-13'-39" W 53.80' L118 N 89'-09'-45" E 20.00'
10" 129 30 3 z. O 37 38 39 y �O j y 43 y 44 145 I 52 C, :° ' L35 N 89'-09'-45" E 18.10' L119 S 89'-09'-45" W 20.00'
4 32 4I 1 � O 5
NO OI 31 } 33 j O I + I 41 O L92 s, c4 W
�•..,,, •. °<• L39 L41 L43 � O ,�ti � �>> � -� � c' C31 y�• w L36 N 85'-50'-22" W 55.16' L120 N 89°-09'-45" E 20.00'
,Cy " L45 L47 C27 L56 - - - -
z
L49 L51 L53 C28 C29 L58 L13 L10 L60 L62 L64 L66 L68 L70 L72 L74 L76 L78 L80 L82 L84 L86 L88 L90 C30 O L37 N 6T 06' 40" E 9 32' L121 S 89' 09' 45" W 20.00'
o L38 N 67'-06'-40" E 20.84' L122 N 89°-09'-45" E 20.00'
-�- _ TL46 S - L44 �:' o �� \1 L39 N 85'-50'-28" W 25.50' L123 S 89°-09'-45" W 20.00'
- <<, _
0 v - --r Z i L40 N 89'-09'-45" E 3.74' L124 N 89°-09'-45" E 20.00'
E.y I o f _a o L41 N 85'-50'-28" W 20.00' L125 S 89'-09'-45" W 23.68'
PROPOSED WALK CO W "` . Z
FALLS GROVE TRAIL SIGHT EASEMENT 50 PUBLIC R/W �� o L42 N 89'-09'-45" E 1.35' L126 N 89°-09'-45" E 23.68'
r, SEE NOTE 6 D D rn L43 N 85'-50'-28" W 20.00' L127 S 89'-09'-45" W 25.50'
F-4 # C32 -� L44 S 89'-09'-45" W 4.17' L128 N 89'-09'-45" E 25.50'
�t �N L3 L163 L161 L19 L4.0 L 2 C33 = L45 N 85'-50'-28" W 20.00' L129 S 89°-09'-45" W 20.00'
L159 L157 L155 L20 2 C34
146 �, L153 L151 L149 C38 C37 L144 L142 L140 L138 } L136 L134' L132 L130 L128 L26 L126 L124 L122 L120 L118 L116o }L114 L112 L110 L108 L106 L104o zL102 L1006 C35 112 111 t ~' L46 S 89°-09'-45" W 2.22' L130 N 89'-09'-45" E 20.00'
L47 N 85'-50'-28" W 25.50' L131 S 89'-09'-45" W 20.00'
t, I;� I rn 4 w } 145 144 143 142 141 c^n L146 z Nz 116 I 6, 113 z 110 L48 S 87'-13' 39" E 25.50' L132 N 89'-09'-45" E 20.00'
it 136 130 129 127 C126 125 124 123 122 I 121 120 119 118 117 O�' 115 114 4 aj� L49 N 85'-50'-28" W 25.51' L133 S 89°-09'-45" W 20.00'
U w w } 14D 139 138 } 135 13 132 131 } 128 } O a oO } wO t z z w L50 S 87°-1V-18" E 20.00' L134 N 89•-09'-45" E 20.00'
( ( n ^ N w- 137 133 O I -u f o z 0D P rn L51 N 85'-50'-28" W 20.01' L135 S 89'-09'-45" W 25.50'
ii 1 i ,ri is �O o u�i io O w w d w- ,,� _ 3 w w w w w o z z z z Cn p z z o z z z co z o co oD w w co cn 1 co W w I• W c,� o I' 1 Y
i a D0 `n Sri CO 'n = �r o 00 0D 0D 00 o 0o MO 00 o 00 o 00 o DD o 00 U' ;' o t' !' o !' Ln �' z o c - I N Ln L52 S 87'-39'-49" E 20.00' L136 N 89'-09'-45' E 25.50'
>- O DO d• 00 w in 00 .p •P O -P O +� O • -P O ( (Jt m '+'' N I' 07 I w (n •P
SITE DATA
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N 85 -50 -28 W
15.86
L137
N 89 -25 -16 W
25.50
- ZONING: CZ RM-5 (20-8)
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L54
S 87'-39'-49" E
20.00'
L138
N 89'-09'-45' E
25.51'
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L139
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N 89'-17'-33" E
25.50'
L143
N 89'-36'-40" W
20.00'
- 23 NEW SINGLE FAMILY LOTS
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L60
S 89'-09'-45" W
25.50'
L144
N 89°-09'-45" E
20.00'
- 66 NEW TOWNHOME LOTS
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L61
N 89°-17'-33" E
20.00'
L145
N 89'-36'-40" W
20.00'
- AREA IN COMMON ELEMENTS THIS MAP = 3.827 ACRES
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S 89°-09'-45" W
20.00'
L146
N 89°-09'-45" E
1.72'
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N 89°-17'-33" E
20.00'
L147
N 89°-36'-40" W
25.50'
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- NEW STREET = 1750 LF +-
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1.308 ACRES
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L64
S 89'-09'-45" W
20.00'
L148
N 89°-36'-40" W
25.49'
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N 89°-17'-33" E
20.00'
L149
S 85°-50'-28" E
25.44'
- TOTAL TRACT AREA = 29.11 AC.t
No
ACCESS EASEMENT TO BENEFIT ADJOINER (IDOL)
658.22'
EIP
4
L66
S 89'-09'-45" W
20.00'
L150
N 85°-58'-44" W
20.00'
237.57'
IN EIP 50.19'
EIP
1004.48'
L67
N 89°-17'-33" E
20.00'
L151
S 85°-50'-28" E
20.00'
WATERSHED DATA
- WATERSHED: YADKIN/PEE-DEE (NON WATER SUPPLY WATERSHED)
ZONING STANDARDS:
RM-5 RESIDENTIAL DISTRICT (OUTSIDE CORE CITY)
SINGLE FAMILY DETACHED:
MIN. LOT AREA
= 7000 SF (AVG) +/- 25% MAX/MIN
MIN. LOT WIDTH INTERIOR LOT
= 50 FEET
MIN. LOT WIDTH CORNER LOT
= 60 FEET
FRONT SETBACKS
= 25 FEET
STREET SETBACKS - SIDE
= 15 FEET
SIDE SETBACKS
= 5 FEET
REAR SETBACKS
= 20 FEET
SINGLE FAMILY ATTACHED:
FRONT SETBACKS = SEE BELOW
(MIN. 20' DRIVEWAY FROM SIDEWALK OR BACK OF CURB)
MINIMUM BUILDING SEPARATION = 10'
MAX. UNITS PER BUILDING = 6
MINIMUM PERIMETER SETBACK = 20'
*Internal Street Setback On a street constructed within a single-family attached
development, the street setback ,may be reduced to a minimum of 15 feet in
accordance with the following standards:
(1) For attached units abutting a street or private drive with a sidewalk, the
individual driveways for the units must be a minimum length of 20 feet as
measured from the sidewalk.
(2) For attached units abutting a street or private drive without a sidewalk, the
Individual driveways for the units must be a minimum length of 20 feet as
measured from back of curb or edge of pavement for streets and drives without
a curb.
EIP 3 S 89'-08'-15" W OUT S 89`-10'-57�_Z4
S 89 -10 -22 W S 89'-10'-22" W L68 S 89 -09 -45 W 20.00 LI N 85 -58 -44 W 20.00
L69 N 89'-17'-33" E 25.50' L153 S 85'-50'-28" E 20:b0'
cnL70 S 89'-09'-45" W 25.50' L154 N 85°-58'-44" W 25.50'
HIGH POINT L71 N 89'-09'-45" E 25.50' L155 S 85°-50'-28" E 25.50'
JAMES W. IDOL CITY LIMITS
"> o L72 S 89°-09'-45" W 25.50' L156 N 85°-58'-44" W 25.50'
00 N DB 470 DB 407 PG PG 351 O "' z D.B. 2147-880 o EBSCa LAUREL SPRINGS LLC L73 N 89°-09'-45" E 20.00' L157 S 85°-50'-28" E 25.50'
07 351
N� DB 421 PG 364 ACL: 01 00700000044C L74 S 89°-09'-45" W 20.00' L158 N 85°-58'-44" W 20.00'
ACL:01007000000449 ZONED: CU PDR 98-12 L75 N 89°-09-45 E 20.00' L159 S 85°-50'-28" E 20.00'
ZONED RA3 = L76 S 89'-09'-45" W 20.00' L160 N 85°-58'-44" W 20.00'
j PANTHER RIDGE- L77 N 89°-09'-45" E 20.00' L161 S 85°-50'-28" E 20.00'
ISTING L78 S 89'-09'-45" W 20.00' L162 N 85'-58'-44" W 25.50'
\G NAIL Curve Radius Chord Bearing and Distance Arc Length Curve Radius Chord Bearing and Distance Arc Length L79 N 89°-09'-45" E 20.00' L163 S 85°-50'-28" E 25.50'
NTERLINE INTERSECTION C1 975.00' N 88'-17'-09" W 69.93' 69.94' C24 1025.00' S 89'-56'-08" E 32.27' 32.27' L80 S 89-09'-45" W 20.0
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C2 97500' S 89°-24'-39" W 8.45' 8.45' C25 1025.00' S 87°-38'-07" E 50.02' 50.03' L81 N 89'-09-45E 25.50'
LEGEND C3 975.00' S 88°-07'-17" W 35.43' 35.44' C26 1025.00' S 85°-02'-59" E 42.48' 42.48' L82 S 89°-09'-45" W 25.50'
C4 975.00' S 85°-27'-56" W 54.94' 54.95' C27 475.00' N 86°-05'-30" W 4.15' 4.15 SC 3 -N-87°-51'-08" E 25.50'
FINAL PLAT 0 F _� L84 S 89� 09'-45" W 25.51'
C5 975.00' S 82'-14'-11" W 54.94' 54.95' C28 475.00' N 87'-32'-54" W 20.00' 20.00'
0 EIP EXISTING IRON PIN FOUND ❑CM CONCRETE MONUMENT C6 975.00' S 79°-00'-25" W 54.94' 54.95' C29 475.00' N 89°-47'-46" W 17.27' 17.27'
•NIP NEW IRON PIN SET OR/W DISK RIGHT OF WAY DISK C7 975.00' S 76°-54'-55" W 16.24' 16.24' C30 275.00' S 87°-22'-06" W 17.22' 17.22' FALLS GROVE
Q CENTERLINE C8 50.00' S 44'-47'-52" W 13.50' 13.54' C31 275,00' S 82°-54'-25" W 25.60' 25.60'
i8i UTILITY POLE PHASE I & PHASE 2
R/W RIGHT-OF-WAY C9 60.00' S 56'-44'-17" W 40.45' 41.26' C32 325.00' N 73°-25'-34" E 22.76' 22.77' JAM TOWN ENGINEERING GROUP, INC.
SF SQUARE FEET GCB CATCH BASIN C10 50.00' S 76°-37'-31" W 40.78' 42.01' C33 325.00' N 77'-12'-28" E 20.13' 20.14'
D.B. DEED BOOK OGM GAS METER C11 50.00' N 59°-15'-23" W 34.29' 35.00' C34 325.00' N 80'-44'-54" E 20.03' 20.03' 117 EAST MAIN STREET
C12 50.00' N 12'-55'-15" W 44.28' 45.88' C35 325.00' N 84°-16'-38" E 20.00' 20.00' SHEET 1 OF 2 \_-- P.O. BOX P65 C-0626 SHEET NO. �
P.B. PLAT BOOK 0GV GAS VALVE C13 50.00' N 35'-56'-46" E 38.40' 39.41' C36 325.00' N 87°-36'-05" E 17.71' 17.71' �� p
P.P. POWER POLE H C14 60.00' S 67°-08'-29" E 6.24' 6.24' C37 525.00' S 89'-50'-24" E 18.28' 18.28' ­-JAMESTOWN, N.C. 27282
RCP REINFORCED CONCRETE PIPE OSMANHOLE C15 50.00' N 87'-1V-01" E 47.95' 50.01' C38 525.00' S 87'-27'-00" E 25.52' 25.52' HIGH POINT TOWNSHIP - DAVIDSON COUNTY Telephone[phone] EL
FES FLARED END SECTION OSSMH SANITARY SEWER MANHOLE C16 60.00, S 86'-50'-30" E 34.52' 35,02' C39 794.00' N 5°-15'-12" E 37.99' 38.00' ( ) Q
STORCMP CORRUGATED METAL PIPE a DMH YARDMINLETDRAIN MANHOLE C18 1025.00' N 80°-01'-48" E 50.02' 50.03' C411 794.00' N 19=48'-45" E 169.85' 170: 7' OWNER/DEVELOPER - HIGH POINT, NORTH CAROLINA
PDE PROTECTED DRAINAGE EASEMENT C19 1025.00' N 2'-25'-10" W 22.59' 22.60' C42 794.00' N 27'-05'-20" E 31.50' 31.50' FEB. 8 2022
GCB CATCH BASIN RS Parker Homes, LLC DATE SCALE 1 "=50' w
PAE POND ACCESS EASEMENT C20 975.00' N 1'-56'-39" W 37.66' 37.67' C43 1025.00' N 1 °-18'-46" W 17.00' 17.00' L G_
SSE SANITARY SEWER EASEMENT Q.HYD FIRE HYDRANT C21 1025.00' N 82°-45'-28" E 47.56' 47.57' C44 975.00' S 1'-20'-26" E 17.12' 17.12' P.O. BOX 5967 50' 25' 0 50, 100' JOB No. 2020019 � OF 2 v�
DWELL WELL C22 1025.00' S 1'-56'-39" E 39.60' 39.60' C45 275.00' S 75'-38'-33" W 44.08' 44.13' High Point, NC 27282 Inc.
UE UTILITY EASEMENT C23 975.00' S 2'-26'-51" E 20.54' 20.54' g ,
SCM STORMWATER CONTROL MEASURE [phone] SCALE: 1 = 50 SURVEY BY J.D.T. PLATTED BY J.B.S.
FP- 22- 0004 2020019

gook 82 Page 76
JAMESTOWN ENGINEERING GROUP, INC. P.O. BOX 365 JAMESTOWN, N.0 27282
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2022012441
DAVIDSON CO, NC FEE $21.00
PRESENTED & RECORDED:
05-31-2022 03:31:48 PM
MICHAEL HORNE
REGISTER OF DEEDS
BY: KELLY DAVIS
DEPUTY
BK: PL 82
PG: 76-76
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