SW1240301_Plansheet - Existing Conditions/Survey_20240923 (3)

EXHIBIT "A" \\ NOTES o Is\LEGAL DESCRIPTION \ 'O EXCEPTION(S) ti
\ (NCDOT R/W ACQUISITION) r o r
NGS MONUMENT (P.O.C) \ G Q #8 SLIDE 5484 BOYLSI.ON 1. THIS PARCEL APPEARS TO LIE IN FLOOD ZONE X, COMMUNITY I �Q
LYING AND BEING SITUATE IN HENDERSON COUNTY, NORTH CAROLINA, AND BEING MORE PARTICULARLY FB3027 "CARLAND" \\ �� 11 SLIDE 6004 370025, MAP NUMBERS 3700963200J AND 3700963100J. a (250)
DESCRIBED AS FOLLOWS: y N:621,437.47 I y #
� Q �� #24 SLIDE 5484 � � � 2. BUILDING SETBACKS ARE PER ZONING REPORTS FOR PARCELS �a
E:936,231.43 'A #31 SLIDE 3714 9632609288 AND 9632607561, TITLED "THE TOWN OF MILLS
BEING 15.74 ACRES, MORE OR LESS, AND BEING A COMBINATION OF PARCEL 9632609288 (13.5 AC MORE OR ELEV:2,208.60 I GL2� #32 DB715 PG795 RIVER ZONING VERIFICATION LETTER" DATED SEPTEMBER 19,
LESS) AND PARCEL 9632607561 (2.2 AC MORE OR LESS); SAID PARCELS MORE PARTICULARLY DESCRIBED AS I L #32 DB715 PG797�o �� 2023 (EACH), AND MUST BE VERIFIED PRIOR TO DESIGN &
FOLLOWS: I 1 `9�Q 00 0�p CONSTRUCTION. o
UFO Z
TRACT 1: PARCEL #9632609288, 140 EMMA SHARP ROAD, MILLS RIVER, NC b ro I � ; �� �Q1 �J JFO/ N/F 3. HORIZONTAL DATUM IS NORTH CAROLINA (NAD 83).
PARCEL A: BEING ALL OF LOT 4 & 5 AS SHOWN ON THE PLATS RECORDED IN PLAT SLIDE 2492 AND PLAT -� p .O �, I d) �, rL p / FLETCHER HOSPITAL INC N MILLS o
SLIDE 2653, BOTH OF THE HENDERSON COUNTY, NC REGISTER'S OFFICE; REFERENCE TO WHICH PLATS ARE O G O tiF�-k' 4. PRECISION OF PLAT CLOSURE: 1:306,473.8 RIVER RD
G �' 1 �\ GJ �, �T RWMF PIN:9632713081
HEREBY MADE FOR A MORE PARTICULAR DESCRIPTION OF SAID LOTS. �'p ems\ I o 3 y� \� O RBFD 1 2" RBS 5/8" SITE
O Q C pU4J JG / 2p / �\, DB:926 PG:650 5. ALL EASEMENTS AND APPURTENANCES AFFECTING THIS r=o
b s ps' �� I JP \ �o� ��2� 7 PROPERTY NOT NECESSARILY SHOWN. o
LESS AND EXCEPT THE LAND CONVEYED BY FEE SIMPLE DEED RECORDED IN BOOK 742, PAGE 213, HENDERSON co `rG `�j 1 `� / �� RBS m
COUNTY REGISTRY. W �G �t� I 1 3 \ � '� �° `�/\ `NAIL FOUND 6. NO EVIDENCE OF RECENT BUILDING CONSTRUCTION OR N
(� o C! � j 5/8" . RgS� 3 p JEFRESS RD
5 �� C �G / `. IN DRIVEWAY / BUILDING ADDITIONS OBSERVED IN THE PROCESS OF z
\ , RWMFD �,5/s" �� CONDUCTING THE FIELD WORK. F
PARCEL B: BEING ALL OF LOT 9 AS SHOWN ON THAT PLAT RECORDED IN PLAT SLIDE 4578 OF THE HENDERSON pF cgs I I I �\' �\� oG �L \ / m
COUNTY NC REGISTERS OFFICE, REFERENCE TO WHICH PLAT IS HEREBY MADE FOR A MORE PARTICULAR s0 F� 3 J \�� / 7. NO PURPOSED PARKING AREAS WERE OBSERVED DURING THE
DESCRIPTION OF SAID LOT. ni F O I Q Q / �
p S '� JG \\,�' '� I \ / N/F PROCESS OF CONDUCTING FIELD WORK. LEGEND CINITY MAP NOT TO SCALE
LESS AND EXCEPT THE LAND CONVEYED BY FEE SIMPLE DEED RECORDED IN BOOK 715, PAGE 689, HENDERSON �2�'p I 4p �'iCj�- `b0 / / i II \\ / FORGE MOUNTAIN g, NO EVIDENCE OF RECENT STREET OR SIDEWALK
COUNTY REGISTRY. J \ �° \G \\ / j \ / FAMILY MEDICINE LLC CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF
EXCEPTION(S) PIN:9632705966 CONDUCTING FIELD WORK. CMF ■ CONC. MONUMENT FOUND
PARCEL C: BEING ALL OF THAT 3.103 ACRE TRACT, MORE OR LESS, AND THAT 6.887 ACRE TRACT, MORE OR I G P I I (25' R/W EASEMENT)
LESS, AS SHOWN ON THAT PLAT ENTITLED "SURVEY FOR J. DALE REECE AND WIFE, LISA RUMBUTIS REECE AND ° '�� �� p1 j o #8 SLIDE 5484, DB:1198 PG:144 g, THE PROPERTY DESCRIBED IN THE METES AND BOUNDS RBFD • IRON REBAR FOUND DISTURBED
I d� \GJ Q� `1°' �OQ I I #11 SLIDE 2158, 6004 \ SURVEY DESCRIPTION PREPARED BY SURVEYOR, IS ONE AND RWMF■ RIGHT-OF-WAY CONC. MONUMENT FOUND
REECE GRADING AND PAVING, LLC' RECORDED IN PLAT SLIDE 6004, HENDERSON COUNTY REGISTRY AND THE Q- I \ THE SAME PROPERTY DESCRIBED IN EXHIBIT A OF THE TITLE
w �' O #23 DB:505 PG:237
FOLLOWING METES AND BOUNDS TRACT: I F.� / I I \ RWMFD■ RIGHT-OF-WAY CONC. MONUMENT DISTURBED
� G O COMMITMENT N0. 23-11189G6 WITH AN EFFECTIVE DATE OF
I I DB:505 PG:287 \
MAY 1, 2024 AT 8:00 AM.
/
BEGINNING AT A NEW IRON PIN, THE SOUTHWESTERNMOST CORNER OF THE 0.50 ACRE TRACT AS SHOWN ON w / I I ° DB:538 PG:279 \ RBF • IRON REBAR FOUND
PLAT RECORDED IN PLAT SLIDE 5484 OF THE HENDERSON COUNTY REGISTRY, SAID POINT STANDING NORTH 71 / o J° �1�� � EXCEPTIONS) i DB:538 PG:281 \\ 10. NO OFFSITE PLOTTABLE EASEMENT DOCUMENTATION PROVIDED�� I DB:926 PG:650 \ TO OR OBTAINED BY THE SURVEYOR AS OF THIS PLAT DATE. NF • NAIL FOUND
DEG 36 MIN 30 SEC WEST 101.36 FEET FROM AN EXISTING IRON PIN IN THE WESTERN RIGHT OF WAY OF THE t` (45' R/W EASEMENT) \
G w �5 #31 SLIDE 2158 \ OTP • OPEN TOP PIPE
CUL-DE-SAC ON EMMA SHARP ROAD, WHICH SAID POINT IS THE SOUTHERNMOST POINT OF THE 0.50 ACRE / o o #11 SLIDE 3714 {PROPOSED I \ 11. THE EXISTENCE AND LOCATION OF THE SURFACE AND
�- � � � I SLIDE 3714
TRACT SHOWN ON THAT PLAT RECORDED IN SLIDE 5484 OF THE HENDERSON COUNTY REGISTRY; AND RUNNING / NCSPC GRID TIE ' �o uFo�w w %O #24 SLIDE 3714 €PROPOSED) I \ SUB-SURFACE UTILITIES SHOWN HEREON ARE BASED UPON OTPD • OPEN TOP PIPE DISTURBED
o Q SLIDE 5024
THENCE WITH THE NORTH LINE OF THE JAMES A. GOODE PROPERTY DESCRIBED IN DEED RECORDED IN DEED / N:620,719.63 G SO / �6 (SLIDE 5484 €ABANDONED) i #34 DB:926 PG:650 AVAILABLE RECORDS AND SURFACE VISIBLE FEATURES ALONG
BOOK 1145 AT PAGE 70 OF THE HENDERSON COUNTY REGISTRY, NORTH 71 DEG 36 MIN 30 SEC WEST 164.9 WITH ELECTRONIC AND ACOUSTICAL EVIDENCE AS OF RBS O IRON REBAR SET
E:936,749.36 O I 36 DB: PG:281
FEET TO AN EXISTING IRON PIN; THENCE WITH THE EASTERN LINE OF THE JAMES A. GOODE PROPERTY / / �° RWMF O- I # OCTOBER, 2023. THE EXTENT AND LIABILITY OF THIS POWER POLE
DESCRIBED IN DEEDS RECORDED IN DEED BOOK 735 AT PAGE 791 AND DEED BOOK 736 AT PAGE 83, BOTH OF / G° / \ �g I I INFORMATION IS LIMITED TO THE STANDARDS OF CARE FOR A
/ y, ��F I
THE HENDERSON COUNTY REGISTRY, NORTH 9 DEG 31 MIN 36 SEC EAST 196.05 FEET TO AN EXISTING IRON PIN; SPECIFIC UTILITY INVESTIGATION AS DEFINED BY THE PROPERTY LINE 01 of I r7 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) PUBLICATION
THENCE NORTH 09 DEG 27 MIN 02 SEC EAST 18 FEET TO A NEW IRON PIN; THENCE SOUTH 42 DEG 52 MIN 34 / Cb 0L 4' \ I �` N/F
SEC EAST 218.32 FEET TO A NEW IRON PIN; THENCE SOUTH 14 DEG 58 MIN 21 SEC WEST 106.7 FEET TO THE / / ti O HOGWIRE I N 38-02. THE EXACT LOCATION AND DEPTH OF UNDERGROUND - - - - ADJACENT PROPERTY LINE
Gj O� Je RWMF 2'x7' MONUMENT SIGN I I MURPHY, CHRISTOPHER SCOTT UTILITIES CANNOT BE DETERMINED WITHOUT EXPOSING THEM IN
POINT AND PLACE OF BEGINNING, AND BEING THE REMAINING PORTION OF LOT 8-R AS SHOWN ON PLAT / lr� �ENCE� ADVENT HEALTH I `r SOME WAY. PRIOR TO CONSTRUCTION OR EXCAVATION, IT IS - X - FENCE LINE
RECORDED IN SLIDE 4578 AND SLIDE 5484, BOTH OF THE HENDERSON COUNTY REGISTRY; TOGETHER WITH A / / �O ° (P.O.B.) I PIN:9632703685 REQUIRED BY LAW TO CONTACT THE STATE 811 UTILITY
POSSIBLE ENCROACHMENT (3.45') I I DB:940 PG:582 - OHP- OVERHEAD POWER LINE
NON-EXCLUSIVE APPURTENANT EASEMENT AND RIGHT OF WAY OVER AND UPON THAT CERTAIN EXISTING GRAVEL / �` �\ J� cb ° / �� / / I PROTECTION CENTER.
DRIVE COMMONLY KNOWN AS PENLAND DRIVE FOR INGRESS, EGRESS, AND REGRESS AND FOR THE INSTALLATION �. `` o O I - UE - UNDERGROUND ELECTRIC LINE
OF UTILITIES SERVICES AS SAID EASEMENT AND RIGHT OF WAY IS SHOWN ON THAT PLAT RECORDED IN SLIDE / J A I' I 45' 12. NO DIVISION OR PARTY WALLS OBSERVED IN CONNECTION
\ C) 'A C o� WITH ADJOINING PROPERTIES. - UFO - UNDERGROUND FIBER OPTICS LINE
5484 OF THE HENDERSON COUNTY REGISTRY. // / �Q c° / `v Q /�
/ -Q,V�0 °�° JP 0 / I 0 13. TRACT 1 (PARCELS A, B, AND C), AND TRACT 2, ARECN UG UNDERGROUND GAS LINE
LESS AND EXCEPT FROM PARCELS A, B, & C THAT 1.800 TRACT CONVEYED TO CIRCLE K STORES INC. BY THAT 3 /Q I CONTIGUOUS ALONG THEIR COMMON BOUNDARIES WITHOUT
cn W UNDERGROUND WATER LINE
SPECIAL WARRANTY DEED RECORDED IN BOOK 3612, PAGE 165, HENDERSON COUNTY REGISTRY. � J Q o �1. � O� I ANY GAPS, GORES OR HIATUSES AND WHEN TAKEN AS A
EXCEPTION(SS 3/ qO Q O� ` j ��� OQO ' N/F I WHOLE FORM ONE TRACT OF LAND. CONCRETE
TRACT 2: PARCEL 9632607561, 5 PENLAND ROAD, MILLS RIVER, NC (NCDOT R/W ACQUISITION) ^� O�� (TRACT 1, PARCEL C) I I 14. TRACT 1 (PARCELS A, B, AND C), TRACT 2, TRACT 3, TRACT GRAVEL
BEING ALL OF THE LAND DESCRIBED AS THAT 2.22 ACRE TRACT AS SHOWN ON THE SURVEY FOR JOHN B. #15 DB:742 PG:211 / Vo / GOODS JAMES A I 4, AND TRACT 5 ARE CONTIGUOUS ALONG THEIR COMMON
GRANT PERFORMED BY FULTON V. CLINKSCALES, JR. OF FREELAND-CLINKSCALES & ASSOCIATES, INC. OF NC #26 DB:742 PG:213 3 JJ o /�.� I BOUNDARIES WITHOUT ANY GAPS, GORES OR HIATUSES. PAVEMENT
AND RECORDED IN SLIDE 6198 ON 8/10/2006 IN THE HENDERSON COUNTY NORTH CAROLINA OFFICE OF THE DB:742 PG:211 _ / I /�5�' TRUSTEE, ET AL i I
REGISTER OF DEEDS. DB:715 PG:795 y o o / / PIN:9632609288 I 15. EVIDENCE OF RECENT EARTH MOVING WORK WAS OBSERVED IN (M) MEASURED DISTANCE
DB:715 PG:689 J°J�° tcQ0 N/F ` DB: PG:46 i THE PROCESS OF CONDUCTING FIELD WORK. (R) RECORDED DISTANCE
BEING THE SAME PROPERTY CONVEYED TO JAMES GOODE, TRUSTEE OF THE JAMES GOODE REVOCABLE TRUST (SEE TITLE PAGE FOR/ I �'1 RWMF /a \ t13.5 Ac. I _ _ _ _
L16 �, h TRACT 2 \ I - 16. PENLAND DRIVE IS CONTAINED WHOLLY WITHIN THE LANDS
UNDER AGREEMENT DATED FEBRUARY 6, 2013, RECORDED IN BOOK 3642, PAGE 237, HENDERSON COUNTY OVERALL NCDOT �/ ( ) \\ I RBF 5/8" DESCRIBED IN TITLE COMMITMENT NUMBER 23-11189 GB,
REGISTRY. ACQUISITION AREA.) RWMF RBS 5/8" GOODE, JAMES A \ I EXHIBIT "A" LEGAL DESCRIPTION AND, METES AND BOUNDS
' I/ S„ ? I I SURVEY DESCRIPTION.
�� TRUSTEE, ET AL
SAID TRACT 1 AND 2 ARE FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: ALL THAT TRACT OR / 3 F 1 ­, I
PARCEL OF LAND LYING AND BEING IN THE MILLS RIVER TOWNSHIP, HENDERSON COUNTY, NORTH CAROLINA, / / �o 'o/ PIN:9632607561 I 17. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE
CONTAINING 15.73 ACRES MORE OR LESS. EXCEPTIONS) 5 DB:3642 PG:237 i RBF 3/8" ® 63.38' PUBLIC RIGHT OF WAY OF VANCE HILL DRIVE.
(45' ACCESS EASEMENT-PENLAND DRIVE) RBS �8"\ f2.2 Ac.
COMMENCING FROM A NATIONAL GEODETIC SURVEY MONUMENT DESIGNATED AS FB3027 AND LABELED "CARLAND" #8 SLIDE 2657,5484 Jo O
(P.O.C), TRAVELING S 35°48'37 E FOR A DISTANCE OF 885.19' TO THE ACTUAL POINT OF BEGINNING AT A #9 DB:946 PG-29 i`7� oyp .p5 I I PLAT SHEET
CONCRETE MONUMENT FOUND ALONG THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280; THENCE, CONTINUING #11 SLIDE 2768, 3714, 4578, 6004 / /
ALONG THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280 FOR THE FOLLOWING COURSES, N 71°16'30" E FORA #12 DB: PG:235 �, ° / / �tiA EXCEPTIONS) ' ACREAGE AND PROPERTY LINE I (SHEET 2 OF 2)
#24 SLIDE 10341 J 4 SHOWN PER PB:2006 PG:6198. I LINE TABLE DISTANCE OF 86.64' TO A CONCRETE MONUMENT FOUND; THENCE N 47°15'13" E FOR A DISTANCE OF 329.35' TO 9$/�,° I (20' DUKE POWER EASEMENT) �f INTERIOR LOT LINE NOT SURVEYED j *
/ SLIDE 3714 / a °tip LABEL BEARING DISTANCE
A CONCRETE MONUMENT FOUND DISTURBED; THENCE N 56°34'35" E FOR A DISTANCE OF 65.15' TO A 1 2" �, #22 DB:1268 PG:116
SLIDE 5484 � � .\ � BY ATLAS SURVEYING. L___ Q L1 S 59°13'11" E 50.00
REBAR FOUND DISTURBED; THENCE S 61'12'15" E FOR A DISTANCE OF 16.03' TO A 5/8"REBAR SET; THENCE N / / o " \ p � ;
3 ' o p L2 N 30°46'49" E 23.06 REFERENCES
66°04'20" E FOR A DISTANCE OF 29.34' TO A CONCRETE MONUMENT FOUND; THENCE S 59'13'11" E FOR A i $ c r'
EXCEPTIONS) b/ "' o'' o L3 S 61*10'33" E 74.06
DISTANCE OF 50.00' TO A 5/8" REBAR SET; THENCE N 30°46'49" E FOR A DISTANCE OF 23.06' TO A 5/8" (PRIVATELY OWNED // / � �` N� � �. N/F L4 S 03'24'36" W 52.09
REBAR SET; THENCE, LEAVING THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280, S 61°10'33" E FOR A o ` \ ' I FISHER, STEVEN L ET AL L5 S 04°16'32" W 2.21 1. PB:2006 PG:6004
DISTANCE OF 74.06' TO A NAIL FOUND; THENCE S 02°59'18" W FOR A DISTANCE OF 442.73' TO A 5/8" REBAR COMMERCIAL PARKING AREA.) °/ 3n 2. PB:2006 PG:6198
/ 24 SLIDE 10341 = �' \ rn PIN:9632705229 L6 N 03°40 56 E 90.91
# � 3. PB:2021 PG:13061
FOUND; THENCE S 03°05'13" W FOR A DISTANCE OF 472.39' TO A 1/2" OPEN TOP PIPE FOUND; THENCE S \ DB: PG: L7 N 06°23'51" E 47.09
ACCE S TO PENLAND DRIVE / o N 4. PB:2021 PG:13131
03°24'36" W FOR A DISTANCE OF 52.09' TO A 1/2"REBAR FOUND; THENCE S 85°36'43" E FOR A DISTANCE OF 3 �, c �' 1�RB J Y I L8 S 84°16 17 E 22.00
�� v 5. PB:1996 PG:2096
116.23' TO A 3/4"OPEN TOP PIPE FOUND DISTURBED; THENCE S 04°16'32" W FOR A DISTANCE OF 89.21'TO A / / N 1/2 \ Q `t L9 N 06°34'51" E 303.52
J �� 6. PB:2018 PG:11207
1/2" REBAR FOUND; THENCE N 87°18'30" W FOR A DISTANCE OF 372.72' TO A 1/2" REBAR FOUND; THENCE "� O 1 �� I L10 N 06°45'37" E 39.84
3 O 3 7. PB:2003 PG:4578
WITH A CURVE TURNING TO THE LEFT WITH AN ARC LENGTH OF 299.22', WITH A RADIUS OF 55.00', WITH A / 00 N o L11 N 84°28'06" W 22.01
N O J GF, RBFD 1/2" - 8. PB:1998 PG:2657
m w L12 N 06°34'03" E 118.56
CHORD BEARING OF S 84'49'04" W, WITH A CHORD LENGTH OF 45.00', TO A 5/8" REBAR SET; THENCE S / 9. DB:505 PG:287
U 111 0) I M g L13 N 06°46'36" E 38.48
05°42'32" E FOR A DISTANCE OF 306.15' TO A 3/4" OPEN TOP PIPE FOUND; THENCE S 86°54'46" W FOR A / 3 - .. N/F �F - %� 10. DB:512 PG:75
Z / I -� �R A o L14 N 26°19'29" E 31.19
DISTANCE OF 150.26' TO A 3/4" OPEN TOP PIPE FOUND; THENCE N 84°23'19" W FOR A DISTANCE OF 215.64' / Q N BEAVER CREEK RBFD 1/2" A F � 15 o L15 N 23°5526 E 19.85
TO A CALCULATED POINT BEING 1.33' SOUTHEAST OF A 1/2" OPEN TOP PIPE REFERENCE IRON FOUND; THENCE m R S N
INVESTMENTS OF /j F�// A �q W L16 N 61'50'33" E 3.17
N 03°40'56" E FOR A DISTANCE OF 90.91' TO A CONCRETE MONUMENT FOUND; THENCE N 06°23'51" E FOR A 3 / F �� �/� �Q L17 N 54°2711 E 50.08
DISTANCE OF 47.09' TO A 3/4" OPEN TOP PIPE FOUND; THENCE S 84°16'17" E FOR A DISTANCE OF 22.00' TO / I U ' 3 / NC, LLC I nl S q
,o T L18 N 71°16'30" E 86.64 PREPARED FOR:
A 5/8"REBAR SET; THENCE N 06°34'51" E FOR A DISTANCE OF 303.52' TO A 5/8"REBAR SET; THENCE N 3 O U > > / / PIN:9632605275 m I .79<�T F/� I L19 N 56°34'35" E 65.15
06°45'37" E FOR A DISTANCE OF 39.84' TO A 5/8"REBAR SET; THENCE N 84°28'06" W FOR A DISTANCE OF J O I / DB:3030 PG:169 cv 98 co �[� L20 S 61.12'15" E 16.03 PUBLIX NORTH CAROLINA LP
22.01' TO A 5/8"REBAR SET; THENCE N 06'34'03" E FOR A DISTANCE OF 118.56' TO A 1/2" REBAR FOUND ' co 3 �I S4/ �/F/ I L21 N 66°04'20" E 29.34
DISTURBED; THENCE N 06°46'36" E FOR A DISTANCE OF 38.48' TO A 1/2"REBAR FOUND DISTURBED; THENCE N 3 d j / I �F• G� AN AL TA/NSPS LAND TITLE SURVEY OF
31'24'20" W FOR A DISTANCE OF 232.03' TO A 5/8"REBAR SET; THENCE N 26*19,29" E FOR A DISTANCE OF 0 d 0 �a __--- J /UE / 26.S��T/� *BEARINGS AND DISTANCES SHOWN ON PLAT, AND IN LINE AND CURVE TWO PARCELS TOTALING 15.73 ACRES,
31.19' TO A 1/2"REBAR FOUND; THENCE N 23°55'26" E FOR A DISTANCE OF 19.85' TO A CONCRETE MONUMENT I m Q I ---- _--_ _ an E �/ TABLES, ARE MEASURED DISTANCES UNLESS OTHERWISE STATED.
FOUND; THENCE N 61°50'33" E FOR A DISTANCE OF 3.17' TO A 5/8"REBAR SET; THENCE N 54°27'11" E FOR A U ( _ N - -_====-RBS 5/8" L1 J I ALONG BOYLSTON HIGHWAY (HWY 280)
- CURVE TABLE*
DISTANCE OF 50.08'TO A CONCRETE MONUMENT FOUND, THENCE N 37°48'24" E FOR A DISTANCE OF 231.20' TO 2 / -- oRP�oAP--- I RBS 5/8" I I TAX PARCEL No. 9632609288
ILABELIRADIUSI ARC ICHORDICHORD BEARINGI DELTA
A CONCRETE MONUMENT FOUND; WHICH IS THE POINT OF BEGINNING, CONTAINING 15.73 ACRES, MORE OR LESS. ----- --- - ABANDONED PROPERTY LINE TAX PARCEL No. 9632607561
EXCEPTIONS) -----� ;;:• ;::;; I I I C1 55.00 299.22 45.00 S 84°49 04 W 311°42 27
SHOWN FOR REFERENCE THE TOWN OF MILLS RIVER
TRACT 3: EASEMENT TRACT A: (20' SEWER EASEMENT) I :': EXCEPTIONS) I ENCROACHMENT TABLE HENDERSON COUNTY, NORTH CAROLINA
24 SLIDE:12922 I - RBS 5/8" (PER PLAT SLIDE 4578
TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS OF INGRESS, EGRESS, AND REGRESS OVER AND ACROSS # 30' DUKE POWER I o (30' DUKE POWER EASEMENT) OTP 1/2" I I ITEM I MAX. DIST. LENGTH
RIGHT OF WAY KNOWN AS EMMA SHARP ROAD AS SET FORTH IN THOSE DEEDS RECORDED IN BOOK 932, PAGE #28 DB:1688 PG:654 EASEMENT I I - #13 DB:968 PG:418 FIELD WORK: DEG FENCE 3.5 FIELD CHECK: RKB
' 288.9'I I
609; BOOK 950, PAGE 478; BOOK 1145, PAGE 170; AND BOOK 1228, PAGE 235, AND AS SHOWN ON THOSE D6:3021 PG:388 DB:968 PG:418 I C1 #25 DB:573 PG:943 It DRAWN BY: APH
PLAT SLIDES RECORDED IN SLIDE 2492, SLIDE 2653, SLIDE 2768, SLIDE 4578, SLIDE 5484; AND SLIDE 6004, I I ' / DB:968 PG:418 I--' I I SIGN 3.45' 4.50' FIELD DATE: 02-27-2024
I
ALL RECORDED IN THE HENDERSON COUNTY REGISTRY. = CONCRETE APRON /* F DB:973 PG:73 RBF 1/2" S 85'36'43 E 116.23(M) I PLAT 05-151208204
EXCEPTIONS) I °
(10' WATER EASEMENT) I I EXCEPTIONS) o o PROJECT No.: GSP-23077
TRACT 4: EASEMENT TRACT B: I L_ OTPD 3/4" 1 ZONING REPORT PARCEL 9632609288 TRACT 1 FILE: GSP-23077 A1.DWG
TOGETHER WITH EASEMENTS FOR PEDESTRIAN AND VEHICULAR ACCESS CONTAINED IN THAT DECLARATION OF
#24 SLIDE 12922 I I (30' DUKE POWER EASEMENT) ( )
#28 D6:3022 PG:523 I = I #13 DB:968 PG:418 P I THE TOWN OF MILLS RIVER (ZONING VERIFICATION LETTER)
EASEMENTS AND RESTRICTIONS RECORDED IN BOOK 3612, PAGE 155, HENDERSON COUNTY REGISTRY. o I I oHa
I N/F I I I a oHP DATE: SEPTEMBER 19, 2023
TRACT 5: EASEMENT TRACT C: EXCEPTION(S) CIRCLE K i 30' oHP J 1 ZONE:MR-GB (GENERAL BUSINESS)
TOGETHER WITH THE 25'RIGHT OF WAY AND/OR EASEMENT CREATED IN THOSE DEEDS RECORDED IN BOOK 505, #17 DB:3612 PG:155 j = I TRACT 1 \ ``- NP oHP -� MAX. BUILDING HEIGHT: 50'
PAGE 237; BOOK 505, PAGE 287; BOOK 538, PAGE 279; BOOK 538, PAGE 281; AND BOOK 926, PAGE 650, ACCESS TO PENLAND DRIVE STORES INC. I ° I I I �-uE =ue=uE I MIN. FRONT SETBACK MAJOR STREET 50'
PARCEL B a ( )
AND AS SHOWN ON THOSE PLAT SLIDES RECORDED IN SLIDE 2158, SLIDE 5484, AND SLIDE 6004, ALL RECORDED I PIN:9631695934 I J (LOT 9) \RBS 5/8" RBF 1 2 ue -uE 1 MIN. FRONT SETBACK (OTHER STREET): 40'
IN THE HENDERSON COUNTY REGISTRY. I DB:3612 PG:165 i = I IU I ,r / N 87°18'30" W 372.72(M) x RBF 1/2" I MIN SIDE SETBACK: 15'
o I Q P 11 I MIN. REAR SETBACK: 30'
I i w N/F EXCEPTIONS) 1 I PARKING REQ.: 1 SPACE/300 SgFt. SHOPPING CENTER (VERIFY)
SURVEY DESCRIPTION: I Iw II LScS PROPERTIES (POSSIBLE FENCE ENCROACHMENT) ❑
1 - 0 40.00' WI 5' CHAINLINK FENCE 1 W I ZONING REPORT PARCEL 9632607561 (TRACT 2)
OF NC INC 8 SLIDE 5484 z SURVEYING , INC .
TRACT 1: JAMES A GOODS TRUSTEE, ET AL. PIN: 9632609288 I 6' CHAIN _ # 1 I THE TOWN OF MILLS RIVER (ZONING VERIFICATION LETTER)
TOGETHER WITH PIN:9631791718 #11 SLIDE 6004 J
N/F LINK FENCE I cn � 1 W I DATE: SEPTEMBER 19, 2023
TRACT 2: JAMES A GOODE TRUSTEE, ET AL. PIN: 9632607561 I DB:977 PG:77 I ZONE:MR-GB GENERAL BUSINESS
NORVELL x D 1 ( ) 13331 YORK CENTER ROAD, SUITE E,
o 0 Z MAX. BUILDING HEIGHT: 50'
SAID TRACT 1 AND 2 ARE FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: ALL THAT TRACT OR PARCEL OF LAND DEVELOPMENT, LLC cn N EXCEPTIONS) Q MIN. FRONT SETBACK (MAJOR STREET): 50' CHARLOTTE, NC 28273
LYING AND BEING IN THE MILLS RIVER TOWNSHIP, HENDERSON COUNTY, NORTH CAROLINA, CONTAINING 15.73 ACRES MORE OR PIN:9631694639 I I I N (45' ACCESS EASEMENT-EMMA SHARP) MIN. FRONT SETBACK (OTHER STREET): 40' PHONE: (980) 949-8475
LESS. DB:3669 PG:644 - - - x m ' 8 SLIDE 5484 WEBSITE: WWW.ATLASSURVEYING.COM
I - - - � m r D # MIN SIDE SETBACK: 15'
COMMENCING FROM A NATIONAL GEODETIC SURVEY MONUMENT DESIGNATED AS FB3027 AND LABELED "CARLAND" (P.O.C), I OTP L8 RBS 5/8" TRACT 1 cn I 1 n n #11 SLIDE 2492, 2653, 2768, 4578, 6004 MIN. REAR SETBACK: 30'
TRAVELING S 35°48'37" E FOR A DISTANCE OF 885.19' TO THE ACTUAL POINT OF BEGINNING AT A CONCRETE MONUMENT FOUND - - 3/4 ^ LOTS 4&5 o I WW . W r #16 DB:1228 PG:235 PARKING REQ.: 1 SPACE/300 SgFt. SHOPPING CENTER (VERIFY) `����`��� •CA/20���i, \��O`��� •CAI�O���iii�
#16 DB:932 PG:609, DB:950 PG:478, D6:1145 PG:170 .� .,•�
ALONG THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280; THENCE, CONTINUING ALONG THE RIGHT OF WAY OF BOYLSTON - - - ( I I a �^ �`� ''••• ••••''•.,� ''i �`` ''•ESS%
\ - - - - - - 0 � I = m � - -#24 SLIDE 2492, 2653, 2768, 4578, 6004, 5484 O % O �pF O'•
HIGHWAY, NC 280 FOR THE FOLLOWING COURSES, N 71°16'30" E FOR A DISTANCE OF 86.64' TO A CONCRETE MONUMENT FOUND; \ - cn I ° �? -p �: ' �:'Q �'9•'
EXCEPTIONS) ^I N y y #27 DB:949 PG:557 (ACCESS TO EMMA SHARP RD.) _ ATLAS _ •Q �
THENCE N 47°15'13" E FOR A DISTANCE OF 329.35' TO A CONCRETE MONUMENT FOUND DISTURBED; THENCE N 56'34'35" E FOR CMF =
(30' DUKE POWER EASEMENT) I �I O U) U) (1) THE UNDERSIGNED HAS RECEIVED AND EXAMINED A COPY OF = SURVEYING = - No.
A DISTANCE OF 65.15' TO A 1/2"REBAR FOUND DISTURBED; THENCE S 61°12'15" E FOR A DISTANCE OF 16.03' TO A 5/8"REBAR \ o O C m CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. _�� 0z:
N/F [EASEMENT NOT SHOWN WHEN IN RIGHT OF WAY] I w 2 N/F =�,; CLT, P.C. :o= _ L-5265 _
SET; THENCE N 66°04'20" E FOR A DISTANCE OF 29.34' TO A CONCRETE MONUMENT FOUND; THENCE S 59°13'11" E FORA #25 DB:573 PG:943 I Dl v 23-11189GB DATED EFFECTIVE MAY 1 2024. THE LOCATION ��:, No. C-4370 ���
DISTANCE OF 50.00' TO A 5/8" REBAR SET; THENCE N 30°46'49" E FOR A DISTANCE OF 23.06' TO A 5/8" REBAR SET; THENCE, NORVELL �I I m �p MERCURY OF ANY MATTER SHOWN THEREON, TO THE EXTENT EACH CAN :%c��.,
DB:968 PG:418 I �I r �T1 Z 1r �'f'• O �y�'
LEAVING THE RIGHT OF WAY OF BOYLSTON HIGHWAY, NC 280, S 61°10'33" E FOR A DISTANCE OF 74.06' TO A NAIL FOUND; DEVELOPMENT LLC DB:973 PG:73 �p -� REALTY LLC BE LOCATED, HAS BEEN SHOWN ON THIS SURVEY WITH THE '%,%q•. '�����` '�,,�� ••.,
THENCE S 02'59'18" W FOR A DISTANCE OF 442.73' TO A 5/8" REBAR FOUND; THENCE S 03°05'13" W FOR A DISTANCE OF PIN:9631694568 j DTI -1 PIN:9631790508 APPROPRIATE RECORDING REFERENCE. IF ANY SUCH MATTER '�i,,�F,0FI'NT N" ''�ii�TH'I"B`\3
472.39' TO A 1/2" OPEN TOP PIPE FOUND, AND PASSING THROUGH A 3/8" REBAR FOUND ONLINE AT 63.38'; THENCE S D :3669 PG:644 I I � 7C7 DB:3162 PG:64 IS NOT PLOTTABLE, THE REASON IS STATED HEREIN. IF ANY
1111
03'24'36" W FOR A DISTANCE OF 52.09' TO A 1/2"REBAR FOUND; THENCE S 8536'43" E FOR A DISTANCE OF 116.23' TO A N 84'23'19" W 215.64 R D SUCH MATTER DOES NOT AFFECT THE SUBJECT PROPERTY, A SURVEYOR'S CERTIFICATE
\ ( ) S 86'54'46" W 150.26 (M) 0 STATEMENT TO THIS EFFECT IS STATED HEREIN. I, KEITH BURNS, CERTIFY THAT THIS MAP WAS DRAWN UNDER
3/4"OPEN TOP PIPE FOUND DISTURBED; THENCE S 04°16'32" W FOR A DISTANCE OF 89.21'TO A 1/2" REBAR FOUND; THENCE N OTPD 1/2" -� THE UNDERSIGNED, BEING A REGISTERED SURVEYOR OF
87°18'30" W FOR A DISTANCE OF 372.72' TO A 1/2" REBAR FOUND; THENCE WITH A CURVE TURNING TO THE LEFT WITH AN ARC \ I (PER DEED) (2) THE LAND DESCRIBED AND DEPICTED IN THIS SURVEY IS THE THE STATE OF NORTH CAROLINA, CERTIFIES TO: PUBLIX SUPERVISION
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
LENGTH OF 299.22', WITH A RADIUS OF 55.00', WITH A CHORD BEARING OF S 84°49'04" W, WITH A CHORD LENGTH OF 45.00', \ 11.33' NORTHWEST OTP OTP 3/4"/ y SAME AS THAT DESCRIBED IN THE TITLE INSURANCE NORTH CAROLINA LP, A FLORIDA LIMITED PARTNERSHIP SUPERVISION (DEED DESCRIPTION RECORDED IN LISTED
\ OF LINE 3/4" I, KEITH BURNS, CERTIFY THAT THIS MAP WAS DRAWN COMMITMENT DESCRIBED ABOVE. REFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARE
TO A 5/8" REBAR SET; THENCE S 05°42'32" E FOR A DISTANCE OF 306.15' TO A 3/4" OPEN TOP PIPE FOUND; THENCE S I SEE INSET "A") / PUBLIX SUPER MARKETS, INC., A FLORIDA CORPORATION,
( ) I UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY (3) INGRESS AND EGRESS TO THE SUBJECT PROPERTY IS INDICATED AS DRAWN FROM INFORMATION IN LISTED
86'54'46" W FOR A DISTANCE OF 150.26' TO A 3/4" OPEN TOP PIPE FOUND; THENCE N 84'23'19" W FOR A DISTANCE OF \- - - - - - 4' CHAIN / AND CHICAGO TITLE INSURANCE COMPANY:
215.64' TO A CALCULATED POINT BEING 1.33' SOUTHEAST OF A 1/2" OPEN TOP PIPE REFERENCE IRON FOUND; THENCE N \ I LINK FENCE / MADE UNDER MY SUPERVISION AND THE FOLLOWING PROVIDED BY REFERENCES; THAT THE RATIO OF PRECISION OR POSITIONAL
215.E 56" E FOR A DISTANCE OF 90.NG TO A CONCRETE MONUMENT FOUND; THENCE N 06°23CE E FOR A DISTANCE OF 47.09' \ I / INFORMATION WAS USED TO PERFORM THIS SURVEY: (i) BOYLSTON HIGHWAY (NC 280), TO WHICH THE SUBJECT THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE ACCURACY IS GREATER THAN 1:10000; AND THAT THIS MAP
/ / CLASS OF SURVEY: AA PROPERTY ABUTS, THE SAME BEING PAVED AND DEDICATED SURVEY ON WHICH IT IS BASED WERE MADE IN MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE
TO A 3/4" OPEN TOP PIPE FOUND; THENCE S 84°16'17" E FOR A DISTANCE OF 22.00' TO A 5/8"REBAR SET; THENCE N \ N/F I N/F / / POSITIONAL ACCURACY: H=0.04 V=0.08 PUBLIC RIGHTS-OF-WAY WAY MAINTAINED BY NC DOT AND ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC
0634'51" E FOR A DISTANCE OF 303.52' TO A 5/8"REBAR SET; THENCE N 06°45'37" E FOR A DISTANCE OF 39.84' TO A 5/8" CALM III, LLC I GPS PROCEDURE: REAL-TIME KINEMATIC HENDERSON COUNTY, NORTH CAROLINA. REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, 56.1600).
REBAR SET; THENCE N 84°28'06" W FOR A DISTANCE OF 22.01' TO A 5/8"REBAR SET; THENCE N 06°34'03" E FOR A DISTANCE INSET "A" PIN:9631696406 ERIKSON, / / DATE OF SURVEY: 02/27/2024 (ii) VANCE HILL DRIVE, TO WHICH THE SUBJECT PROPERTY JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
OF 118.56' TO A 1/2" REBAR FOUND DISTURBED; THENCE N 06°46'36" E FOR A DISTANCE OF 38.48' TO A 1/2"REBAR FOUND DB:3439 PG:24 / ROY A ET AL / / DATUM/EPOCH: NAD83/2011 ABUTS, THE SAME BEING PAVED AND DEDICATED PUBLIC NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6a, 6b, 9, 10, THIS 15TH DAY OF MAY, 2024
DISTURBED; THENCE N 31°24'20" W FOR A DISTANCE OF 232.03' TO A 5/8"REBAR SET; THENCE N 26°19'29" E FOR A DISTANCE bi / / PUBLISHED/FIXED CONTROL USE: NGS MON. FB3027 RIGHTS-OF-WAY MAINTAINED BY NC DOT AND HENDERSON 11a, 11b, 13, 16, 17 AND 18, ON TABLE A THEREOF, THE
z PIN:9631697484 COUNTY, NORTH CAROLINA.
OF 31.19' TO A 1/2"REBAR FOUND; THENCE N 23°55'26" E FOR A DISTANCE OF 19.85' TO A CONCRETE MONUMENT FOUND; J / D6:3839 PG:278 / / GEOID COMBINED GRID 18ACTOR: 0.99977522 (iii) EMMA SHARP ROAD, TO WHICH THE SUBJECT PROPERTY FIELD WORK WAS COMPLETED ON 02-27-2024.
THENCE N 61°50'33" E FOR A DISTANCE OF 3.17' TO A 5/8"REBAR SET; THENCE N 54°27'11" E FOR A DISTANCE OF 50.08'TO A o / / / UNITS: US SURVEY FEET ABUTS, THE SAME BEING PAVED AND DEDICATED AS A DATE OF PLAT: 05-15-2024.
CONCRETE MONUMENT FOUND, THENCE N 37'48'24" E FOR A DISTANCE OF 231.20' TO A CONCRETE MONUMENT FOUND; WHICH IS OTPD / / PRIVATE ROAD.
THE POINT OF BEGINNING, CONTAINING 15.73 ACRES, MORE OR LESS. 1.33 0 `
S 84'23'19 E - - - - - - - - - - - - - /
so 40 o so 160 UG -UG _)SEERESS RD _ - -
5 1 L?-0Z`{ S 1 ZoZ`{
NOT TO SCALE (SR 1345) UG UG -UG - KEITH BURNS KEITH BURNS KEITH BURNS KEITH BURNS
1 '=80' P.L.S. No. L-5265 P.L.S. No. L-5265 P.L.S. No. L-5265 P.L.S. No. L-5265