NCC222257_Site Plan or Location Map_20220620

BK 2022 PG 14121 - 14124 (4) DOC# 977918
NOTES This Document eRecorded: 04/18/2022 03:44:01 PM
* THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF ABSTRACT TITLE AND Fee: $84.00
MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY -AT -LAW. Henderson County, North Carolina Tax: $0.00
* THIS PROPERTY MAY BE SUBJECT TO ALL RIGHTS -OF -WAYS, EASEMENTS, William Lee Kin Register of Deeds
RESERVATIONS AND RESTRICTIONS, WRITTEN AND UNWRITTEN, RECORDED AND g g
UNRECORDED, NOT SHOWN HEREON.
* THE CERTIFICATION SHOWN HEREON IS NOT A CERTIFICATION OF TITLE, ZONING
OR FREEDOM FROM ENCUMBRANCES.
9660-82-8857
* ADJOINING PROPERTY OWNER INFORMATION OBTAINED FROM THE HENDERSON 9660-82-5765 I JOSEPH B & DONA D LEE
COUNTY GIS WEBSITE AND DOCUMENTS OF RECORD. ALEXANDER HAROD 1" OPEN GARREN \
' UTILITY RIGHT
FREEMAN IRON PIPE 68DEED BOOK 3176 PG 684
* OF
NO UNDERGROUND UTILITIES WERE LOCATED. CALL 1-800-632-4949 BEFORE DEED BOOK 1409 PG 48 1 GRADEVE PB 458WAY PG 451
DIGGING. S85.20'40"E o.T W S22'10'44"E
OHU DHU — DHUCHU _'° — — 617.89' ABOVE
SHOWN ON S HE NAOF TIONAL PFLOODTY INSURANCEE IN APROGRAML FLOOD ?OFLOOD NE RNSUEAS RANCE RATE / °HU ❑"u�CHU�DHU—:N M' °HU�DHU—❑HU GRADE - 24,78'TIE
MAP 3700966000J EFFECTIVE DATE OCTOBER 2, 2008. o�J °HU — °HU — ❑HU _ ❑HU -Z ❑� =DHu _ ❑HU _ DHu ❑Hu _ ❑"u °HU — DHu _
S8519'55"E DHu DHU ❑HU DHU — DHU � DHU _ ❑HUB 01DUKE TRANSMISSION
* ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS 0 249 75' CHU— DHu— ❑Hu °— CHU nHl, nHi1 LINES — DHu
_ DHU CHU
CHU_
OTHERWISE NOTED. Q _ — — — — -- j DHu—(CENTER OF R/W)_ CHU DHU CHU CHU
DHU CHUB DHU OH CHU AHU °HU
* DATUM ESTABLISHED BY GPS BASED ON NAD 83, NAVD 88. ,T's. o� I / DHu DHu,_ CHU— ❑Hu—
�j'� OHU
sp, o I 7 = — —I— _ , DHU — OHU
* THIS PROPERTY IS ZONED 'PRD-CZD' s�°°�9� / / \\¢I I I I I I I I r—
PLANNED RESIDENTIAL DEVELOPMENT - CONDITIONAL ZONING DISTRICT
SETBACKS: FRONT 20' MINIMUM, 20' REAR AND 5.5' SIDE. W\ LOT I LOT I LOT I I I I I I I I I I
* ALL STREETS ARE TO BE CONVEYED TO THE CITY OF HENDERSONVILLE 1/2" OPEN 1 \ 189 I 190 I 191 LOT ILOT 331LOT 321 LOT 31 I I I I I I
OWNERSHIP AND MAINTENANCE AT COMPLETION OF PROJECT. IRON PIPE \9BtiF \ LOT \ I I I 192 1 I I I LOT 30I LOT 291 LOT 281LOT 271 LOT 26 I
* THE PROPOSED RIGHTS OF WAY SHOWN HEREON ARE DEDICATED TO THE CITY O\°tiFOF \ \ 188 — I 1 1 1 I 1 1 1 1 I
OF HENDERSONVILLE FOR THE PURPOSES OF PUBLIC RIGHT OF WAY AND THE / \ \ I \ i -- _
INSTALLATION AND MAINTENANCE OF WATER, SANITARY SEWER AND STORM WATER / LOT \ --------- - -L
UTILITIES UNTIL SUCH TIME AS THIS DEDICATION IS ACCEPTED BY THE CITY. THE / —
PROPOSED RIGHTS OF WAY SHALL ACT AS EASEMENTS FOR THE PLACEMENT AND 187 ----------- - - - z`
MAINTENANCE OF WATER, SANITARY SEWER AND STORM WATER UTILITIES. / \ 1 T �� rz��\ ��\\\\F
* A 5' UTILITY EASEMENT EXISTS ON THE FRONT OF EVERY LOT. AN ADDITIONAL
UTILITY EASEMENT EXISTS FOR HYDRANTS OUTSIDE OF 5' UTILITY EASEMENT. LOT I
LOT LOT 25
HYDRANT EASEMENT IS 20' WIDE (10' EACH SIDE OF HYDRANT) AND 26' FROM I 186 LOT I 1 LOT I LOT I ! 1 1 1 //
BACK OF CURB. SEE INSERT A. I- - 144 I 145 I 146 1 I I '
I 147 I 1
I LOT 341 LOT 351 1 LOT 361
* CONSERVATION EASEMENT AREA SHOWN ON THIS PLAT IS IRREVOCABLY I
DEDICATED TO THE CITY OF HENDERSONVILLE FOR PUBLIC PARKLAND INCLUDING I LOT I I I I I 1 �' LOT 24
NC DOT RIGHT OF WAY
_ 1-26
BUT NOT LIMITED TO PASSIVE AND ACTIVE RECREATION, TRAILS AND GREENWAYS, ;� I 185 - - -1- _ _ I 1 I
FLOOD MITIGATION AND OTHER SIMILAR USES. COI — — — — — _I I LOT LOT 3 i
* ALL DRIVEWAY LOCATIONS WILL MEET ALL CITY AND NCDOT STANDARDS. a `� I LOT I L - - 143 LOT 88 I L — — 7\ ' / \ LOT 38 LOT 23
184
--- LOT I -----J I � // \
I NN. 0
STATE OF NORTH CAROLINA I LOT — 142 I LOT 89 LOT 64 I LOT 63 / \ LOT 22
COUNTY OF HENDERSON — — —183 I — — — — — —I— — — // LOT 39 \
I --- \�'
1, ---Tina Ball ------------------------- I LOT I' I 141 1 , \_ T F_ I // L 0 T 62 i A \ LOT 21
TREVIEW HE PLAT TOER OF HENDERSON CATONCOUNTY,
IS CERTIFY
AFFIXED THAT I L — — I LOT 90 I ; __-� / LOT 40
WHICTHIS MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. 182 _ — \
/ / /
— U LOT I ------I _ i \
LOT 140 I — `,A i V LOT 20
Tien Ball --- �"
04/18/2022 �— 1/2" OPEN I 181 O — _ _ I LOT 91 LOT 61 �� LOT 41 \
DATE REVIEW OFFICER IRON PIPE — — _ �
0.1' BELOW - - - I I- - - �' \ / \� r�
GRADE I — — — I LOT — — — — �' \ �' \ LOT 19 17
I LOT I L — 139 LOT 92 LOT 65 LOT 60\� ' LOT 42
966081 064o
NELLE B CANTRELL - 180
REVOCABLE TRUST
DEED BOOK 1465 PG 334LOT I - - - _J I -\ \ \ �' LOT 18
Ate^ I LOT 138 I LOT 93 LOT 66 \ LOT 59 �\ LOT 43 O� \
I ----I I LOT I ------------ \\ \ OG LOT 17
W
137 I LOT 58 LOT 44
LOT I L — — I LOT 94 � i
178 — — I
I---- -- -- I LOT 87 � \
LOT — — \ LOT 16
— — —I O I �' � LOT 57 � LOT 45
I LOT 136 I LOT 95�� \ \ �\\
177 ---- �� \��
r� I--- I ? ---I--- LOT 67 � \ �� \ LOT 15
— — I LOT I — — — — LOT 86 I LOT 56 LOT 46 \
LOT I ' L 135 I LOT 96 I \
I 176
/ \ \ �'/ LOT 14
1/2- OPEN LOT 134
I — — — — — LOT I — — — — — -AI LOT 85 LOT 68 �\ U, LOT 55 �� LOT 47
I I \ \
IRON PPE I 175 — __ I LOT 97 _ I �' 4
OBELOW GRADE - _ I------ I LOT I-----_ --- LOT 69 �; ��LOT 54 \\��/LOT 48 \ LOT 13
-lCAL7 I —I I 133 I LOT 84
LOT _ � LOT 98 I _ /' — — — ago
----------------- °� 174 ----I- _ ---- - \ \ \
- - - - - - - - - - - - -
____________ ____ - LOT 70 y�� 11 M^
- - - - - - - - - - - - �' LOT I - - - LOT 83 - -\� \ LOT 53 \ LOT 49 I LOT 12 3
-------------_____- LOT 132
-------------- ---_ 173 1 I LOT 99 - n ----- O
- - - - - - - - - - - - I 1 ----- - - LOT 71 �� \ ��I -'N
------- - - - - -- -- - LOT 52 „ o
LOT _
- - __________ -1 _ _ - LOT
1 131 LOT I LOT 82 = _ _ - \ LOT 11
Z N------------- __= 172 i 1 100 I 'I --- LOT 72 LOT 51
_- - LOT I I °_----0 \ \ \
------------- -- - LOT ► I 130 LOT I I LOT 81 ---- `� \\ LOT 10 \
-------------- -- 171 I I 101 I I =----_ LOT 73 LOT 50
_ 1 LOT I _ \
_ _ _ _ _ _ _ _ _ _ _ _ _ - __ LOT I I 129 LOT I I I LOT 80 � / \ LOT 9 � \
102 I i j � _ / U� - -—
� � LOT 7 t \ \ 4_
LOT I _�--------
1/2" OPEN - - - - - - - - - - - - - - - - 0 I _ _ _
IROLUSH E - - - - - - - - - - - - - - - _ - LOT 1 U I 128 LOT 1 i I LOT 79/m=� -P 1 COMMON _ — LOT 75 �\
GR\0 q8 ,----------------- — 169 1 �i I 103 1 /mQ --- AREA3 ---
Zg � i 0 ► 0 0.697 AC
N�% LOT z� °
WA TU OoAD X/7
-- —_—_— — — — -PH 1 COMMON — — LOT 127 LOT / — - — — — — — — +
NCGS _ _ _ — — — 7.464 AC — — — 168 1 1 104 I LOT 78<,�� --- —� STORM f ,�
MONUMENT GR - - AREA 1 - - - _ 1 / - Za0 \ WATER QO
'SEWERAGE' - - - - I - - -N6�' \ EASEMENT G
N600779.18 - ---- ----- LOT
E 966217.76 - - - - - ------ - LOT I 126 I/ LOT 77 \e�qe �nro
- ---- ------ - 167 1 LOT AMENITIES LOT°oti GP
— — — — — — — — STORM— - —° 1 ' 1 LOT 105 v v LOT 76 0.750 AC
— — — — — -
- - - WATER -
- — — LOT 1 125 SHEET 20 \ G
_._� EASEMENT - � \ P�
--_—_ — — _� 166 M
— J — G LOT 4
-
I � � . \ MAILBOX
i T - - - - - / _ _ - - --CAL34- - - I LOT \ �� ' . CLUSTER \
w o- I - - - - - - - /- - - -PH 1 COMMON- 106 \ o O GP�LS .� / \
U
_ f \
� - - - - - - AREA 2 q
w � -- - - - - -� o CAL5 -- f y C 7 A -0.11- \ !2 _CACB LOT 3\ \
0 ----- ------ �� — —v�h LOT \
I
�/ —'---_-_-_-_ ------ — LOT -- GP LOT 107
=----------� 165 cy�3— 124 I �\\ \\ O , 1
------ ----- s I - v LOT 2 G
LOT 8 i
0
LOT 7
LOT 6
try
LOT 5
NM
PC'^ GQv
G
°
S26'06'59'W 91.37'
-� L=91.40' R=1074.93'
------- ----- -�� 103 — ---
v LOT r TF;— ---.�
_—_—_— —_—_ _ LOT 1
- RETAINING — - \ 108 LOT
------ — LOT \ LOT
- - - - - - WALL - - - - o \ \ I 109 Toe SIGHT 0
W - - - - - - - - - - - - - - 164 122 Fgeq \ TRIANGLE --
°� - -RETENTION - \ looN\ -
y� �f - POND - — — — — — — — — ° \ LOT I LOT FO (�) —
9 LOT n ____ --
9� ---- ---- --- �' \ \ 121 I 110 LOT LOT Y o _GP - — — —
1-26
1p
SITE
12
U
Q
u
VICINITY
BALFOUR MAP
RD (N.T.S.)
NC DOT RIGHT OF WAY
1-26
— — — — 163 \ \ \ LOT 111 112 \\ �� ` -�- - SHEET 3 1-2 Nc vvi ri yr ani / Q
— — — — —
1-2s .��
---------------- ° LOT \ \ I 120 -- _ u oy�o
eo
— — — — — — — RETAINING ALL HAS — — — — �+ 1 62 \ LOT ��'�' — — — — — — — — — 0D O O�
— — — — — — — — — A 10' EASEMENT ON - — — — — 9�J \ \ — orn =
— — — — — — — BACKSIDE OF WALL — — — — — -q LOT ,� 119 — —PH 1 COMMON =- 0 PROPOSED
— — — — — — — MAIN�IENAr10CE - — — — — — — ° \ O \ I LOT — — AREA 4 — —�SIDEWALK
-MAINTENANCE - - - - - - - — 161 \ 1118-_0.842 A_C_-_-_� A INSTALLED /
--__-- —----------- LOT \ �Q \------�$� BY NC DOT I
BALFOUR RD / N12'08'25"W 103.08• — — — — — — \
RETAINING WALL HAS 1 60 I _ — — — — — —b 0 /
SR 1508 L=]03.33' R=433.50' - _ _ \ _ _ _ _ _ _ _ _o, o.
NO DEEDED RIGHT - - - - - - - - - - - - - - BAq(9DDE Of WALL LOT \ \ I LOT LOT - - - - - -
OF WAY J _ _ _ _ _ _ _ FOR GRID _ 113 I
POSSIBLE NC DOT - MAINTENANCE - - - - - - -
------ — 159 \ 117 LOT --------
MAINTENANCE - - - - - - - - - - - - - - - - - - - - 114 / - -
RIGHT OF WAY - I- - - - - - - - - - - - - - - - - - - - - LOT \ \ LOT LOT - S17'52'18"W 86.31'
- - - - - -- - - - - - -- -- - - --- - - - - -- RETAINING-
L=-86.3-5' R-=1050.0-0'
N88.58'14"w -- - -- - - - - - - WALL = 158 116 115
— — — — — — — — — -- ------3s,.ss• --
/
LOT
--- —
i AI ,_ l
1 � CENTER OF - - - - - � -C /
MAPLE - - - - - - 157 N,
1 X STUMP NS9• - - - cq<
LOT \ \ i o GPSh
o-
e
156
9660-80-3884 - - - - I LOT \ - n _ 0102
JESSICA CASE
I DEED BOOK 2008E PG 92 PARKER . - _ - 155 I -- LOT 9�'�_- _ _oA�
0. GRABOVE - - - 1504 \ - - - - - - - -
— — — — — — — — — — — — _ ed
J — — — LOT 148 — — — — — — — — CR�E
LOT 149 Z/
'R3a - -RETAINING - - W , 153 LOT 2 —WALL
L E G E N D
�- - - - - - - NCGS CONCRETE MONUMENT
® - - - - - - - CONCRETE RIGHT OF WAY MONUMENT
O - - - - - - - IRON FOUND (AS DESCRIBED)
-- - - -- - NAIL FOUND
- - - - - - - REBAR WITH CAP SET
O - - - - - - - UNMARKED POINT
LOT BOUNDARY
UTILITY EASEMENT
EXTERIOR BOUNDARY
- - STORM EASEMENT
EDGE OF PAVEMENT
- - - - - - NC DOT RIGHT OF WAY
1% CHANCE FLOOD BOUNDARY
- - - - - - FLOODWAY BOUNDARY
ADJOINER
- - - - - - LINE TO BE ABANDONED
PHASE LINE
MATCH LINE
©------ - WATER METER
�a - - - - - - - WATER VALVE
Tyr- - - - - - - HYDRANT
- - - - - - - SANITARY SEWER MANHOLE
0 - - - - - - - SEWER CLEAN OUT
sw - - - - - - - STORM WATER MANHOLE
®----- - - CURB INLET
® - - - - - - - DROP INLET
- - - - - - - WHEEL CHAR RAMP
LOT
LOT
\
3/4" OPEN IRON PIPE '<9
NS8
° - - - --� - - - - - - -
I
/
COMMON AREA HATCH o.s' ABOVE GRADE 7' ° -
0.19 SOUTHWEST OF 9 '3g+
_ ___ - __ - -
- - PROPOSED �
PROPOSED
\
0
'AE' FLOOD ZONE
CONCRETE SIDEWALK
I, JOSEPH KANE, CERTIFY THAT THIS MAP WAS DRAWN BY ME FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK 3669, PAGE 573) USING TRADITIONAL FIELD
PROCEDURES; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED BY DASHED LINES AS DRAWN FROM
INFORMATION FOUND ON PLAT REFERENCED ON PLAT; THAT THE RATIO OF PRECISION AS CALCULATED [(21 NCAC
56.1603)] IS 1:119,000 OR BETTER (CLASS A); THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED; FURTHERMORE, STATE PLANE COORDINATES FOR THIS SURVEY WERE OBTAINED BY GLOBAL
NAVIGATION SATELLITE SYSTEM (GNSS) SURVEY, AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE
GNSS SURVEY:
HORIZONTAL POSITIONAL ACCURACY: 0.02'(2-SIGMA)
TYPE OF GPS FIELD PROCEDURE: STATIC (POST -PROCESSED USING TOPCON TOOLS)
DATE OF GNSS FIELD SURVEY: 10/6/2021
HORIZONTAL DATUM/EPOCH: NAD 83(2011)(EPOCH: 2010.0000)
GEOID MODEL: GEOID12A
LOCALIZATION POINT: NORTHING: 601086.51' EASTING: 969602.14'
COMBINED GRID FACTOR: 0.9997776
UNITS: U.S. SURVEY FEET
I ALSO HEREBY CERTIFY THAT THIS SURVEY IS OF THE FOLLOWING CATEGORY AS
DESCRIBED IN G.S. 47-30(f)(11) ��oosillsI ��
(a). SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF THE J�A\� CARQj -,,
COUNTY THAT HAS AN ORDINANCE WHICH REGULATES PARCELS OF LAND �.��D�CSS1A!-- W,*,�
SEAL 9
0-0 L-5106
PH
04/18/2022
THIS DAY-------------------------------•
LINE >>j, �Y- --CAL10- - ° - - - - - - - - - - - - - - STORM - / SIDEWALK /
L — — — `r `r .RETAINING WALL HAS — — — — —`r WATER — INSTALLED / /
A 10' EASEMENT ON — — EASEMENT —
_ BACKSIDE OF WALL `r `r BY NC DOT _
FOR GRID = y
1 /2" OPEN — — — — — MAINTENANCE— — — J — — — — —
IRON PIPE - _ -_- / -_ - - - _
0.4' ABOVE _ _ _ _ _ _ _ _ RETENTION
- - - - - - - - - / \
GRADE PROPOSED - + � POND
STORM _\ _-
3 / 4o obi
WATER - - - - - - - of Q 2 4
EASEMENT - - �- - - - - - - - - ;% 3�/ / 8
9660-80-9367 — — — — — — —PH 1
4 p
CUMBERLAND VILLAGE REGIME 4,— — — — — AREA 1 — — — — — = y/ QC
DEED BOOK 690 PG 772 583�.---- 7.464 AC - _
3 / /
CERTIFICATE OF APPROVAL - - �°q- C.) of l I
I, JAMES ROBERTSON, PLANNING BOARD CHAIR FOR THE CITY OF
HENDERSONVILLE, HEREBY CERTIFY THAT THIS FINAL PLAT - - - - -
CONFORMS WITH ALL APPLICABLE STANDARDS OF THE CITY'S
SUBDIVISION ORDINANCE AND ZONING ORDINANCE. - -
Jim Robertson 04/18/2022
ss..00�=o=vo�soa<,,, a�--------------------- B LA
CHAIRMAN, HENDERSONVILLE PLANNING BOARD DATE
CERTIFICATE OF APPROVAL
1 John F_Connet___ CITY MANAGER FOR THE
CITY OF HENDERSONVILLE, HEREBY CERTIFY THAT THIS FINAL
PLAT CONFORMS WITH ALL APPLICABLE STANDARDS OF THE
CITY'S SUBDIVISION ORDINANCE AND ZONING ORDINANCE.
Jahn. F. Cornet H,—) 04/18/2022
CITY MANAGER FOR THE CITY OF HENDERSONVILLE DATE
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY I AM (WE ARE) THE OWNER(S) OF THE
Submitted electronically by Ed Holmes and Associates Land PROPERTY LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION
Surveyors, PA in compliance with North Carolina statutes OF THE CITY OF HENDERSONVILLE, NC AS SHOWN AND DESCRIBED
governing recordable documents and the terms of the HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION
submitter agreement with the Henderson County Register of WITH MY (OUR) FREE CONSENT AND DEDICATE ALL ROADS AND OTHER
Deeds' SITES AND EASEMENTS FOR PUBLIC OR PRIVATE USE AS NOTED IN
THE DISCLOSURE OF PRIVATE ROADWAYS, WHERE APPLICABLE.
04/18/2022 JahnRlehardson
DATE OWNER(S)
ED HOLMES
& ASSOCIATES
L A N D S U R V E Y O R S P A
SU DIVISION P T OF
CANTRELL HILLS
PHASE 1
FOR
FORESTAR (USA) REAL
ESTATE GROUP, INC.
PINS: 9660-82-6402, 9660-81-8672 & 9660-91-2008
DB 3669 PG 573
SLIDE 2020 PAGE 12824
CITY OF HENDERSONVILLE
HENDERSON COUNTY, NORTH CAROLINA
SCALE: 1 " = 80' 4/14/2022
JOSEPH KANE, P.L.S.
JOB# 21098
COMPANY LICENSURE # C-2806
ED HOLMES AND ASSOCIATES LAND SURVEYORS, PA
300 RIDGEFIELD CT., STE. 301, 28806
P.O. BOX 17335, ASHEVILLE, NC 28816
PHONE: [phone]
Joe Kane
N.C. PROFESSIONAL LAND SURVEYOR L-5106
80' 40' 0' 80' 160' 240' 320'
=61 aw�61=
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