NCC221000_Site Plan or Location Map_20220310

� f G. G� Igw7�V 1 V..7U "y // HIDDEN 1 � rwvu � � r�� MINIMUM BUILDING LINES, AND DEDICATE ALL STREETS ALLEYS, WALK
�'
�, LAKE , OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED; FURTHI
� t 9AJGE EXECUTIVE AS SHOWN HEREON IS WITHW TH�SllBDEVISION REGULATION JURISDI
N/F � � , ESTATES, LLC / �
HIDDEN LAKE � W��N�S � PIN: 1864-50-7663
NC COMMUNITY � I �NP'� i � DB 1315 PG 4 � � � � W �' �
ASSOCIATION � PB 2006 P 27B OWNER AND/OR AUTHORIZED AGENT DATE
PIN: 18$3-27-395 � ANGE EXECUTIVE ESTATES , LLC
DB 1915 PG 446 S / N/F
PB 2012 PG 147 � HIDDEN LAKE
)EIV LAKE SUBD/V/S/ON � I COMMUNITY ADMINISTRATOR'S CERTIF/CA
50' TAR-PAMLICO
iTRCTIVE COVENANTS BUFFER � `� O ASSOCIATION
70 sg \ 67 / PIN: 1853-27-395 I HEREBY CERTIFYTHAT STREETS, UTILITIES,
)OK 1563 PAGES 125-201 � � ' � � `� � � � '� �' � � � � �' � ��� � � DB 1915 PG 446 BEEN INSTALLED IN AN ACCEPTABLE MANP
SHEE? 79 PB 2012 PG 147 � SPECIFICATIONS IN 7HE SUBDIVISION ENTI'
2 OF 4 � 68 1 � OPE / -''` THAT A SECURITY BO D OR IRREVOCABLE
►OK 1658 PAGES 135-157 _ � SPACE �° EIP 1" / AMOUNT OF $ /� t�nve
(AMENDMENT) »� 72 �""' -- OPEN ""� COUNTY TO ENSUR THE INSTALLATION Th
�; �� � � OPEN f' r f � I HEREBY CERTIFY ThiAT THE SUBDIVISION ,
EIP 3/4" N/F a GRANTED FINAL APPROVAL PURSU,4I�iTTO
EIP 7/8" �; OPEN � WADFORD �— ' EVELOPMENT ORDINANCE, SUBJECT TO T
86 OPEN !� �'� ASSOCIATES FRANKLIN COUNTY REGISTER OF DEEDS OI
,� � 73 `,,, / � �- -� PIN: 1864-60-1076 � � a THE DATE BELOW.
F CONTROL CORNER DB 'f 506 PG 422 0 � � �a
TS / U EX. EIP 3/4" \
PRF 2 SLD 170A Z � O
C�
� / 0 I 85 N: 840,058.16 � J� 0 rn p AD ISTRATOR/ASSiSTANT
� E: 2,165,130.75 � � � � o z
,, � 74 � � � TiE TO "CAP 100" � C9 �"_ O
� � � � W � N07°21'59"E 2,035.53' / \ �_ Z c� � STATE OF NORTH CAROLI�
Q O ---_ � �- COUNTY OF FRANKL/N
�3 N/F FRAN�CL.lN COi1NTY, CER71F'�' THA7'T'F
�5 �O� OPEN BUTTER ROBERT C, � CERl'�FICATiON IS AFFIXED jN SAL
�� SPACE PIN: 1863-59-3745 � SUBDIVISION STREET DISCLOSURE RECO DING.
C9 � " DB 1066 PG 902 � � �°
AC � � SZ � PRF 2 SLD 170A / ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PRIVATE AND SHALL �j�� OFFICER �
� � � � ,� NOT BE ELIGIBLE FOR INCLUSION INTO THE NORTH CAROLINA HIGHWAY
G AC � � / Oj� � � � SYSTEM OR FOR MAINTENANCE BY THE NORTH CAROLINA STATE HIGHWAY
i0 AC Q� � � M � / � SYSTEM UNLESS ACCEPTED BY THE FRANIa.[N COUMY BOARD OF STORMWATER MANAGEMENT
� 76 !�O ---� 81 N �..- COMMISSIONERS AND THE NC DEPARTMENT OF TRANSPORTATION. THE
MAINTENANCE OF ALL STREETS AND ROADS IN THIS SUBDMSION SHALL BE
� WAS DRAWN UNDER � �!j} '— � � / � THE RESPONSIBILITY OF THE OWNERS(S)/DEVELOPER(S). THE S70RMWATER CONTROL MEASURES
:Y MADE UNDER MY � � / THE PROPERTY TO MEET COUNTY AND STE
iSP ASSOCIATES, PA � � � 80 STORM ATER CO ROL MEASURE ST EM
iED TO PERFORM THE / 7] 78 7� / ABBREVIATIONS WITHOUT PRIOR COUt�iTY APPROVAL.
AC ACRES THE STORMWATER OPERATION AND MAIM
RTICAL CLASS C EIP 1"OPEN / � BL BOUNDARY LINE RECORDED IN FRANKLIN COUNTY REGISTE
OPEN DISTURBED CONTROL CORNER � CGF COMBINED GRID FACTOR 183i-1848.
g SPACE C/L CENTER LINE
N/F EX. PK NAIL � DB DEED BOOK
ANGE EXECUTIVE N: $39210.83 DIST. DISTANCE
ESTATES, LLC. EIP 1"OPEN q / �� 2165005.25 � EC E4sEnnENr cuRv� CERTIFICATE OF DISCLOSURE FOR 1
PIN: 1863 29-6589 �� �p�� TIE TO "CAP 100" EIP EXISTING IRON PIPE
DB 1915 PG 454 DISTURBED ��� L� N07°40'48"E 2,892.00' � EL EASEMENT LINE � (WE) ACKNOWLEDGE THAT NEITHER THE STATE N(
PB 2013 PG 5 NSF �� �' EX. EXISTING RESPONSIBLE FOR MAINTENANCE OF ANY STREETS
PB 2012 PG 147 [P 1" EVANS GARY AND / IPF IRON PIPE FOUND OR OTHER AREAS WHICH ARE DESIGNATED FOR PF
OPEN BEALL KIMBERLY \ IPS IRON PIPE SET THAT PRIOR TO CONTRACTItdG WITH A PERSPECTIV
�� � aM PIN: 1863-49-7032 � � �� �� �� � �, �'� � �� � � N/F NOW OR FORMERLY A WRITTEN STATEMENT WHICH DISCLOSES THE EXI
FUTURE ESP ��� DB 1820 PG 656 PB PLAT BOOK PRIVATE AREAS AND SPECIFIES THE MAINTENANCE
DEVELOPMENT ' �P�N � NSF PRF 2 SLD 170A � FLOOD CERTIFICATION pG PAGE WHEN APPLICABLE, iH£ STATEMENT SHALL DISCLC
BE CONSTRUCTED TO MINIMUM STANDARDS SUFFIt
UPON EXAMINATION OF FLOOD INSURANCE RATE PAL PROPERTY LINE
MARSHAL.L ROY / ON THE STATE HIGHWAY SYSTEM FOR MAINTENANC
� PIN: 1863-48-5622 .._, MAP # 3720186200J WITH AN REVISED [SATE OF PRF PLAT RECORDED FILE
DB 2081 PG 729 �1 JANUARYI6, 2004 AND MAP # 3720186400J WITH AN RBS REBAR SET
PRF 2 SLD 170A— — — f ` / REVISED DATE OF APRIL 16, 2013: A PORTION OF � RIGHT-OF-WAY _
� SUBJECT PROPERTY LIES IN ZONE AE. TL TIE LINE
510N ON THE PROPERTY OF ANGE EXECUTIVE ESTATES, LLC IN ORDER TO CREATE �l SF SQUARE FEET
J PHASE 2B (DB 1915 PG 454) BEARING PARCEL PIN:186&29-6589 &PARCEL ID: SLD SLIDE "y"
Niaw courerY-NORni ca�ouru�. CERTlF1CATE OF PUBLIC UTILlT1ES TYP. TYPICAL ��;,'�c:�.�...
�E FRANIaiN COUNTY REGISTRY AS SHOWN. W/ WITH
2E LOCALIZED, GROUND INFORMATION, UNLESS SPECIFICALLY NOTED AS "GRID". OB G O A D R UI S F UTILITIES 70 SERVE
1RE AS FOLLOWS: NAD 83 / NAVD 88 (US SURVEY FEET). ����� �� �.�UBDIVISION,
_u Frrr ce�ricirteTintic ncwr: eTnTir. r_pc FiF� n aRnr�ni iaFc etin TUF �� ��� �.,�T� �..,�,� ��,,.��.� �.� .,.�,� �.�,�, � �.,, �„ � �...�,�� ..�.,. �,....-.,� ....,� ..��....r....... � �e�nn� n RALI'�GI�/'1Q e� e P+GOTIn/ TL1AT TLI1Q DI n�r �ninc 1'1�A\A/A1 � �r.�n�o ..v �� roe

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74
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:FER EX, FRANKLIN COUNTY
20'UTILITY EASEMENT � 4C1
83,059 SF
1.967 AC
ts i[uuti PG 227 � � � � EX. FRANKLIN COUNTY
201 UTILITY EASEMENT
75 NEW 101 UTILITY _ � � ~ � PB 2006 PG 227
59,513 SF
I s366 AC
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NEW VARIABLE WIDTH
TE
SANITARY SEWER EASEMENT
24,387 SF 09559 AC
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SEEINSET A
C13 G
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45,666 SF
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N07*2 1'59"E
2,035.531. (GROUND
NEW 20'STORM
DRAINAGE EASEMENT
N
1/
EASEMENT CORNER
COMPUTED POINT (TYP
N-lop 839,506*01'
E: 2,164,408s49' 0
Tc'F-�
(TIE) �
N/F
(EL3 - EL4,EC2)
36 SF / 0.000 AC
E
(TIE) \
c I 6-h-eX
C 14
EL4
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EL3
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COMPUTED POINT (TYP
N: 839,571:m02'
\t, E: 21164,458.38'
�A��eRo
sa.�ok�T
lw
=� NEW 20'STORM �'y3
DRAINAGE EASEMENT \ \
(ELI - E tECI)
53 SF / 0.001 AC
77
RUTTER ROBERT c, /
863-59=3745
066 PG 902 /
PRF 2 SLD 170A
PIN: 1
DB 1
h
INSET A
1"=30'

IY/t
HIDDEN LAKE COMMUNITY
L4A4 " A� ASSOCIATION
PIN: 1863-.,27-k-395 �
DB 1915 PG 446
h � R� L433 PB 2012 PG 147 � N/F
BABSON, LLC
PIN: 1864-50mP7717
Y LINE IS DB
119119
IGE AT TIME �`� � � I � , - PB 2006 PG 227B
kL SURVEY � o
112 PG 147N/F
cy)
/ ANGE EXECUTIVE
ESTATES, LLC
P I N *0 1864,.4*50**7663
c, DB 1915 PG 454
J ��1 <4�6 � `PB 2006 PIG 227E
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FLOOD (TYP.) 0L423
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N/F
N
W ;S L67 o DEN LAKE COMMUNITY
6 a 0 ASSOCIATION
PIN: 1863*27so395
123o377 SF DB 1915 PG 446
� ` }
2m832 AC � j PB 2012 PG 147 EX.
\ 879719 SF / t � / � 20'
2-m014 AC
NEW VARIABLE WIDTH
� � i � 68 � �' 67 OPEN SPACE p,
O� � O t r O � � SANITARY SEWER EASEMENT
`806 SF
9� ` ' ' ' � 62p188 C � � � 55,147 SF ��a 24,387 SF 0.559 AC 0.019AC /
t ' � , ( 1.266AC � HIE
71 � ` , ( + � L65 OPEN SPACE
851076�SF � \ ' 1} � FLOOD (Typ,,)�r� � � r, 1 RI L411 (T) 0.178 AC S`�71733 SF16/ � 3'1 /
� �.953 AC —\ . . . . . . . . .... ...` � t' � � � ; � �iy � I � i Q �eFy L406 �E�y L40402 f 9 r .
L4110
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NEW VARIABLE WIDTH � � ��- �. c29 L11 L92 C30 L13 � �� —
\ \ SANITARY SEWER EASEMENT �� ��
24,387 SF 0-.559 AC �
._ L14 EASEMENT
EIP 13^
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TILITY EASEMENT —
1B 2006 PG 227 '�-.�,� � �j � / --- -"' '"' — EX. FRANKLIN COUNTY � �--�'"-`7 (206.67) OPEN
sED KIOSK ilREA S � ' N/F
/ 20'UTILITY EASEMENT i 3 PARKING SPOTS ESP 1/2� WADFORD AS.
/ � PB 2006 PG 227 � (SEE OPEN
/ �.°�" �o'�P
C9 / o OPEN SPACE 23 � I DB 1506 P
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3*265 AC o��^tip 1--- PRF 2 SLE
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_, � Q�oQ�hQ _� / 41237,SF t EIP 1/2" 56� NEW 201 STORM � i' � \

M73
9.32
12m14 1
5*45
7.9
L82 S 10'211"27" E 78.72
-------- --------
L83 S 10'all"27" E 10.01
bw
LAO S 30OW15" E 16.20
L401 S 47*37'12"W 23.30
LmQ2 S 202W257 E 2512
L403 S 67*W39" W 2140
L404 N 41*OrOO" W 1645
--------------- -
LAOS S 88*4V25" W 7116
L406 S 5OW10" W 1518
L407 S 33*49*31 E 16e96
UW8 S 74015"M" W 9*26
UW9 N 38"02'55" W 27.25
L410 N 78'*W49" W 2925
L411 N 394019" W 4418
L412 N 32*01 "39" W 6924
L413 N 140W55" W 7834
L414 N 1000'22" W 35*24
L415 N 28,,OT36n W 114*38
IA16 N 62"0728" W 2635
------------
L417 S 6CO7050" W 21.26
......... . .
L418 S 37*5r08" W 25o7O
................. ----- -------------------------------------- MAPOV V - . V
L419 S 5*5W23" W 34*02
L420 S 10'051 "23" W 70.82
L421 S 44"31 "14" W 20*08
L422 N 77°07'33" W 21*11
L423 N 48*37"09" w 2016
LA24 N 21016,46n W 18091
L425 N 41W12" W 24m36
LA26 N 1400TO9"W 28AI
L427 N 36019"10" W 61.93
L428 N C45TV E 3925
L429 N 28010"57* E 27e36
L430 N 3*01 `33" E 40*34
L431 N 3*23'56"W 40*78
L432 N IC1748"W 32*40
L433 N 37W'0201 w 40.90
L434 N 47,*IV47n W 77.73
UM5 N 49'02W49" W 47o78
L436 N 36001-117" W 60*46
L437 N 42VO102" W 26oO7
L438 N 46*40106" W 3937
L439 N 76"09"43" W 199-43
L440 S 67OW43" W 46*46
L441 S 30039*29" W 49A6
------ ---- ---------
L442 S 22"08*15" W 78m46
L443 S 35*1412"W 31.91
�Mi�ffl
L444 S 61'04628" W 13.73
--Mppffipft�
L445 S 33*01V32" W 6139
L446 S 34003"44" W 133.99
L447 S SC0624" W 17m94
L448 S 22*06'04"W 14*96
L449 N 86*1124"W 18*87
LA68
S 30*2649" W
30w37
L469
S 15026'51" W
79*00
LA70
S 501r4r W
28*47
LA71
S 14M"36" W
60*72
L472
S SW03ft W
100*38
L473
S 9*OT1 on w
90.87
L474
S r"4r E
72*39
L475
S 15050*32" W
27.11
IA76
S 002T57" E
54-689
L477
S 83OW04" W
13.49
AA78
S 38""'04g' W
97*51
L479
-------------
N 09'210"56m W
12.90
L480
S 10011"27" E
NEWMEMEM11".....
2913
..
C12
235*00
82*89
N 89'OW09" W
82A6
20*1T30n
C13
23100
78.19
N 69*27"58rg W
7713
19'*03'51"
C1q
25.00
2*91
N 63'01W68"W
2.91
6039"51"
cis
25.00
34*96
S 73*20117n W
32A8
80007'40"
C16
25.00
41m56
S 14020'05" E
36a93
95013:'04"
C17
185.00
400.60
N 56001 '17" E
326.80
124004112"
CIS
325*00
81*87
N 1*1X0r E
8146
1402W57"
C19
125.00
104v43
N 15030'53" W
101m42
47*52101"
C20
25.00
45w
S 88040118" W
39m34
103*4T37"
C21
325650
117A9
S 43*36'52"W
116v85
20Q40w60w@
C22
325a50
7134
S 27005'01" W
7020
12022"61"
C23
w5O
41m5l
S 17"14*23n W
41.49
7*18'27"
C24
459*50
42.40
S IVIT45'"W
42w38
sairiv
C25
459*50
130.38
S 27'OW02" W
12194
16*15!24"
C26
45150
13218
5 QW25" W
13131
6*33="
C27
459.50
110.51
S 58'OW30" W
110*26
1r46"49IP
--
C28
459*50
94s.77
S 71%2"2611 W
9441
�!w
11°49'03"
C29
469*50
- -------------------------- ----
101A8
S 8303W35" W
10128
12°39'14"
C30
225.00
'1188
N 87"31 "67" W
1917
500T41"'
C31
126s00
66a35
S 7904712811 w
65v68
3002C52"
C32
17454900
92.90
N 79"4728" E
MAI
30*2C52"
C33
40150
272.71
N 70051"31" E
267.70
38*09"23"
C34
40940
16545
N 25*1 V20" E
164.72
234221"
C35
37640
129.03
N 23°25'48" E
128a40
1904111815
C36
375a5O
14012
N WOO"37" E
139a90
21'028"20"
Easement Curve Table
Curve #
Radius
Length
Bearing
Chord
Delta
ECI
25.00
15059
S 561101'08R W
15.34
36044!07111
EC2
25.00
12*42
S 6*31107n W
12.30
28028121"
EC3
325mOO
20w00
N 4"5N34" E
2010
3*3115"
EC4
275w00
20.00
3 405W34" W
20*00
4010'04"
EC5
320.00
114m93
5 43*33"48" W
114*31
20'*34*42"
EC6
320*00
109*96
S 2302548" W
109942
19041118"
EC7
465*00
619.65
S 51'04W41 " W
574.81
Pr2l"03"
ECS
230*50
20*36
N 87'031 " W
20.36
511OT41"
EC9
196*03
105a61
----
S W12130" W
--------
10434
30052"03"
ECIO
95.39
10m13
3 "03W25" W
10*13
600TI 1"
ECII
11539
12921
N 461136"08" E
1220
6"OW45"
EC12
176.03
94*83
N 34*12'30" E
93.69
3V52'03"
EC13
226mOD
19.88
S 87031157" E
19s87
5003341111
EC14
459m6O
612.32
N 51*45'41 E
568:x0i
76°27.03"
ECIS
325m50
111 a-85
N 23ID2548" E
111 .30
19041!"18'm
EC16
326m5O
117m49
N 43*36'52'x E
116s86
2004W50"
Tie Curve Table
Curve#
Radius
Length
Bearing
Chord
Delta
TC1
25.00
2,13
S 350'42"46" W
2*13
401ST38"
TC2
25.00
23*66
S 34049"51 " E
2219
54"13'33"
ELI 2
S
33'01W27m
W
370a8O
ELI 3
S
1303WO9"
W
9411
EL14
S
89*5VI 2"
W
87o95
EU 5
N
8VO0106n
W
26130
EL16
S
64"07"14"
W
293ol 1
EL17
S
4903TOS"
W
61-653
EL18
S
49W"35n
W
156060
EL19
S
43*48"39"
W
112*29
EL20
N
46011 "21
W
20w00
EL21
N
4304W39"
E
112"U
E
N
49"38'35"
E
156.60
EL23
N
18*4624"
E
37.79
EL24
N
49*35'05"
E
59.59
EL25
N
W07114C
E
272a93
EL26
S
85*00TV
E
291A7
EL27
N
89*56*12"
E
87w95
EL28
N
13"3W0911
E
"all
EL29
N
33016'27"
E
370*80
EU91
S
18*46'24"
W
32w28
.. . ... .......................
Tie Line Table
Line # Direction
Longth
TU S 47111431" E
soon
13