SW1240301_Plansheet - Existing Conditions/Survey_20240923 (6)

I c1\ 1 NCSPC GRID TIE J E \ \ N N o
121.76� O J° N:620,719.63 -i �o Is
0 J J4o 2 E:936,749.36 1 1 a
�11 . x 4 �I N/F
1 fi 4 1 2 1 2 x 2117.9 x 2 m 1 4 .1 RAJ 1 x 214 .1 x 2142.5 x 2143.1 X 2143.3 a143.0 x 21 2175.5 °a �gTON NwY
SDGI(DOUBLE)
RIM:2114.52 °� � � � \ � MURPHY, CHRISTOPHER SCOTT � BD
PIN:9632703685
IE OUT(S):2112.04 J°J X211 .7 r; r', I I `L`� DB:940 PG:582
/ J4° 4' HOGWIRE Nmm o
SHEET 1 N / 1 ° FENCE / F, N SHEET 1 _ 1
N J J4 / \, h N Z
SHEET 2 / � J4° �, /.� rn 144.0 o SHEET 2
Irvb / / / �/ �'� 211 ° 15 / J>> / ,�\i N / O N �� o N / I N O N b N MILLS o
�j �� � o g P O � � � N RIVER RD
Q) '� X2107. 8/5 0 /, X, sN J4 X2116.3 x2 21 144.0 X2143.0 x2143.2 X2143.6 X2143.6 x21 x 175.1
z�� o �� o 3 SITE
b 1 Q/J / N �L145.0 O �� o JEFRESS RD
0 3 118.a �/ 4/ 7 CAD 10
pp ;�l17.6X �pP m
OCINI TY MAP NOT TO SCALE
X2107.4\ee 1 / o / 114� 2115.4x/ x 115. 21 6.���Q � x 16 .6 1 15 x2144.4 x2143.9 x2143.7 X2144.5 2145.0 X21 I �v
if N/F
3.,54% o Q 1 6.3x �`, N� N ^ (TRACT 1) I j N `� N
X 1 I GOODE, JAMES A TRUSTEE, ET AL � W
o re 11''K 116. 9 / I J 27'A cv �I� o `� N N �' DN:963 60928 o j o NOTES
N/F ±13.51 AC. I I 1. THIS PARCEL APPEARS TO LIE IN FLOOD ZONE X, COMMUNITY
RWMF 11 / (TRACT 2) X2 60. x 1 x2144.3 X2144.4 x2144.6 X2144.2 m x214 .5 X214 4 4. �21�0 370025, MAP NUMBERS 3700963200J AND 3700963100J.
i o / X2114. / GOODE, JAMES A TRUSTEE, ET AL I RBF 5/8 2. PARCEL 9632607561: GENERAL BUSINESS (MR-GB)
E UT:I 109ND� �,`N PIN:9632607561 S 6 ° c3O I N - - - - PARCEL 9632609288: GENERAL BUSINESS (MR-GB)
\ j5 211 .7 11 .54�, DB:3642 PG:237 S1) �� BUILDING SETBACKS AND ZONING ARE PER A ZONING REPORT
= O /^ 5'0 06" 2 o TITLED "THE TOWN OF MILLS RIVER ZONING VERIFICATION
PIP /tNIJ/ `1 ° ° �1� WOOD ' O F 98 o \ I lb �O �o� �ra`1 \6� LETTER" DATED SEPTEMBER 19, 2023, AND MUST BE VERIFIED
I N/RWMF RBS 5/8" � _� S� PRIOR TO DESIGN & CONSTRUCTION.
/ IN: 108.68 y ^� BILLB RD /2114.6 x2114. N �R) m
2 15. X 115.� / �'1 6 N m N `l 3. HORIZONTAL DATUM IS NORTH CAROLINA (NAD 83).
m 0 ° �' v X2112. x 2114. X 2114.8 I l ��s 2 55 3 216 .0 2 46.2 X 2144.4 x 2143.2 X 2143.3 ( 1 X 214 1 3. ��O 5°'
LF/ 4�� J RBF 1/2" X211 `4 � �5z � I � / I e `L 0,'` 4. VERTICAL DATUM IS NAVD88.
1 " HD E Z.'8
6 % o f / �211�•72 N �`Si� ��S `�� ��O fir' 19 m 2160 �1�� N/F 5. PRECISION OF PLAT CLOSURE: 1:306,473.8
CURVE TABLE J \ f159.5LF �� X2143.2 N � FISHER, STEVEN L ET AL
LABEL RADIUS ARC CHORD CHORD BEARING DELTA 3 / � 2110.26� 18" RCP 0.12% 113.64 11 So S I _ 11 / \ � 6. ALL EASEMENTS AND APPURTENANCES AFFECTING THIS
21 �O X 8' > > m �� `L PIN:9632705229 PROPERTY NOT NECESSARILY SHOWN.
C1 55.00 299.22 45.00 S 84°49'04" W 311°42'27" � 2113.5 � o o � s� so 2145 �" 1 4 RBF 3/8 @ 63.38 �,
m PI E END RBS 5/8" 2 \o N P� 'n �s m / / DB:1532 PG:569
LINE TABLE m o 114.2 114. I UT 2107 63 �,. cv N M �, ��S I 7. EVIDENCE OF RECENT EARTH MOVING WORK WAS OBSERVED IN
LABEL BEARING DISTANCE ��� �/' j o / / 2110.1Ei' 2 10. 1 N �� \ 6 m I cr r� THE PROCESS OF CONDUCTION THE FIELD WORK.
L1 S 61*12'15" E 16.03 I °' SDGI(DOUBLE)/ sa �. 0 r'j o LEGEND
m 11 s RIM:2107.14 X 90 . g A / �., X2113.8 ✓e X 11� 1 8. 214 1 76? x 149. 5 X 146.4 x2145.3 m X2143.0 X21 .2 X2142 r4 N 8. NO PURPOSED PARKING AREAS WERE OBSERVED DURING THE
L2 N 66°04'11 " E 50.00 m / IE IN(N):2102.78 a / m \ `'� o I I `l NF • NAIL FOUND PROCESS OF CONDUCTING FIELD WORK.
L3 S 59°13'11" E 50.00 / \ 2110.0 � X21 .3 m ( �� '` � � I
L4 N 30°4649 E 23.06 I CIE OUT(S):2102.45 oyp I �� r, �n N w �� RBF • IRON REBAR FOUND 9. NO EVIDENCE OF RECENT STREET OR SIDEWALK
Jo / 1 )9.�9 m ( CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF
L5 S 03°24 36 W 52.09 3 / O ? 2110.1 \ cP SE C NK Q
L6 N 06°23'51" E 47.09 /[/ �` j o ` A / r', 21g3 Lse o RBFD • IRON REBAR FOUND DISTURBED CONDUCTING FIELD WORK.
�; cy ti / BILLB AR \ �o guy xo r'� of A A ND PROPERTY LINE SHOWN PE F� �B: 006 PG:198. "�
L7 S 84°1617 E 22.00 s' �' / / / / �c SI oy, 2112.7 X�112.8 cd A� T R LOT LINE NOT SURVEYED I ,`'� RBS O IRON REBAR SET
L8 N 06°45'37" E 39.84 Ui' �" 2109.03� N
L9 N 84°28'06" W 22.01 / �/ �' �i 4 / / °A I^ Q ° m NI U,/ ° / 2108.70 110.0 PIPE END cS S cn �� RWMF■ RIGHT-OF-WAY CONC. MONUMENT FOUND
L10 N 06'46'36" E 38.48 ^� ,c N I IN:210 34m N \ - i II J �h ry 4 OTP • OPEN TOP PIPE
m 1 4D
L11 N 26°19'29" E 31.19 I �11 .�? `1 x �0 / 2108.4 21 0. 4 oyp 2 14.4 1 .0 1 6.7 r'� 44 4 2 X21 4.8 x2145.5 x2142.8 X2142.6 X2141.5 x 41.
L12 N 23'55'26" E 19.85 m 11 .1 / � / 2108.57 s �� o 111
N oc✓e CABLE JUNCTION BOX
L13 N 61°5033 E 3.17 X2 7 �% 6•9I8 me �'�° ° mm BENCHMARK \ rn N ® DRAINAGE INLET
L14 N 54'2711 E 50.08 I 107. 6 / 1� o
/ / 2 r' \ yA REBAR W/CAP r'� �o 2144.9 / ® ELECTRIC BOX
L15 N 05°00'02" E 17.33 0 � / / R- � �
m ^/ EL.: 2112.62 S �� 4 g0 REFERENCES
oy m S OE ELECTRIC METER
DATUM: NA S �� / Io oFO FIBER OPTIC PEDESTAL
1 � DSO �i3j 2> 0' � 1. PB:2006 PG:6004
0 I ' sr
IPE ENDS 21 6.2 / 21 `� a ��S O m /� FIRE HYDRANT 2. PB:2006 PH:6198
x b5 / ` 106.8 X2106. 111.8 'L W 2115.9 r' 21 0 21\ s 13 143.0 x2144.3 x 145 9 I x2142.4 x 142.1 X2141.2 4 .2 21 c 3. PB:2021 PG:13061
IE IN: 3.07 o r, }
GAS VALVE 4. PB:2021 PG:13131
of � °�' 1�11. �A. �
/ GROUND LIGHT
06.2 °� �j 2150.2 �1` h
��� o �� �� j� / a ✓e JUNCTION BOX
c"I �G �' rn Q x 2144.7 0�
2HD E@1.77%
LIGHT POLE
11q.OrF 109 7 ' / 7B - B �� Y MAIL BOX
// �144.61 (Ft) 214 145 m ¢ 3 POWER POLE
/ R PIPE EN �12 J \ 215 W 273 0� -�
109.5 21 x 1 2.7. 2 19 2 0 3 1 2 39. 143.0 x2141.5 x2141.1 x 4 9 21 8� 0
O > S $ w r7 Qs SANITARY SEWER MANHOLE
/OI�F/ UT:?101 4.6 ° �� ✓ uF 1/2„ e�\ 2, 2130 5 2,� �� 2141 0 0 �N� OSN SIGN PREPARED FOR:
-.�� 2 z�2 `� GENESIS ENGINEERING COLLABORATIVE
o J p a\ O 130 ��� 2, �' o Q STORM DRAIN MANHOLE
2 4.44 // F s \ \� �120 `S T�cn 0, OTPED TELEPHONE PEDESTAL
1/2' 21/S ee ` \ 2140 TRAFFIC SIGNAL POLE A TOPOGRAPHIC SURVEY OF
/ A: I \� O wee 2,39 \� m © TRAFFIC SIGNAL BOX TWO PARCELS TOTALING 15.73 ACRES,
210 / ' X21 x211 4.0 2104.4x `J� 1 1. 2114.0 X2114.6 X21 4.8 116.0� 1 9 , 130988 �ee214014 .�7B 138.9 x 142. X214 21 1. `1 WATER VALVE ALONG BOYLSTON HIGHWAY (HWY 280)
N/F o a- �ee�
1 X 12.9 SPOT ELEVATION
X 10 . 5 0`' I � BEAVER CREEK � � ,o � � N 2138 N7T ti
�f RBFD >> �C` g A N cr 2140 BB BOTTOM OF BANK TAX PARCEL No. 9632609288
t302.2LF INVESTMENTS OF NC, LLC I �' u F` 0 2137
I / v r'� 21 TAX PARCEL No. 9632607561
y 3 24" RCP PIN:9632605275 .A 36 �� 21 _-8� CONTOUR LINE THE TOWN OF MILLS RIVER
DB:3030 PG:169 �cg iL9�'O I U' m A 5�-_ X FENCE LINE
c 3 / cv 47 9J� O 1� 2,34 ° 213 21 HENDERSON COUNTY, NORTH CAROLINA
I I ' 21 3.0 0 �] ' / I •2 �� S�jO.A e\�-21 213 �u GUARD RAIL
I N x 1 6 x2104.5 2104.5 210 .7x x2113.5 x2114.0 x2114.9 �l 1�5 2 2, cv 1 9 2 41 x 1 5.1 138. 21 6.3 21 4.4X TB TOP OF BANK FIELD WORK: DEG
I �' t4 5' 2132• FIELD CHECK: RKB
\ c,+� �� 213 UE UNDERGROUND ELECTRIC LINE DRAWN BY: APH
l�j 2�3, m � 213'� FIELD DATE: 11-30-2023
_o o 0 6- e �\ UFO UNDERGROUND FIBER OPTICS LINE PLAT DATE: 12-07-2023
w I �o o 90� 2J2 ?,2 �� �'`3S 2130 2j< UG UNDERGROUND GAS LINE PROJECT No.: GSP-2307�
� \ h 8 9 FILE: GSP-23077 T1.DWG
2105.3x 10 46 �c MOBIL HO E r, `� f ��2 OHP OVERHEAD POWER LINE
SDMH FREEZER to �, r'11 cV 6 2j \ �� 21
RIM:2101.35 � 1 o j 2, 2 1g0 � sD UNDERGROUND DRAINAGE LINE
3 210240 co � I ry 2 125 2
I R NO ACCESS DUMPSTER o I r'--o �>> ��--� 21< ss UNDERGROUND SEWER LINE
' 3 o ENCLOSURE 104. X 6, 2107. x21 3.2 X2114.5 m �N21 123.5 128. X212 .§ 1�0.7 29 2128.
_ 2130 SHEET 2 OF 3
3 c a ~ t34.4LF - - - _ _ _ PIPE
P� Z �� 110. 2,, m o 2, 22 2, �j 212412� y W CONCRETE
ROUND WATER LINE
' SDGI � -24" RCP_ an 27 2 �2,/ 2, 2 2S 2123
RIM:2100.01 s q ss� - -\ - - _ �- '�6 ��j7 2118 _� V GRAVEL
IE IN(N):2095.48 1 ^s��o �ss ss� -_ - - - _ _ _ _ L9 / 21 2125 2125 2122 PAVEMENT
IE OUT(S):2095.35 y ��°w - s��P RBS 5/8" RBS 5/8" 212011 2121-�
SDMH f185.8LF oHP --ss- -s _ 2108 2 120 21 15 C.M.P CORRUGATED METAL PIPE
�FIP�
RIM:2102.30 8" PVC @ 0.94% SDMH 0 �� HDPE HIGH DENSITY POLY-ETHYLENE PIPE
' RIM:2102.64 „ X2104. 106.0 107.9 �X-2 09. 114.E 11 X2118 ` 1 211 1 x2 21.
IE IN(W):2091.15 m 2
IE OUT(S):2091.15 I IE OUT(E):2092.89 2103.57 � � 10) / 2119 PVC POLYVINYL CHLORIDE PIPE
PIPE DIR. I COL TE APRON \, YL SIDED �`� r' 118� RCP REINFORCED CONCRETE PIPE
8" PVC CIRCLE K i\ 0, \ 2
DIR. SH D PIPE DIR. PIPE DIRECTION
APPROX. PIPE
DIR.RCP y PIPE
PVC 2J 50] 63 RBS I 5/8" 270 2'06 6,2 2115 17.7' 277SA P I A E PIPE DIR. 211�� SURVEYING , INC .
S.W.L. SINGLE WHITE LINE l
-uE 10.5 cv PIPE NOT FOUND OTP 1/2" 2116/ D.Y.L. DOUBLE YELLOW LINE v
x 102.3I MOBIL HOM '� 2115 a 13331 YORK CENTER ROAD, SUITE E,
D.W.L. DASHED WHITE LINE
DUMPSTER 2102.4% X2102.4 X210 .7 X2105.3 2107. ° 1) .1 x2111. x211 .7 X211 .1 X2113.7 X2113.7 X2112. X2116. CHARLOTTE, NC 28273
I ENCLOSURE ° I Q SDGI SDGI I PHONE: (980) 949-8475
I _ 11.52
I 27oQ a� o? C1 EIMI (E)12103.60 IE IN(N) 21105.64 m J 2115 / WEBSITE: WWW.ATLASSURVEYING.COM
2,0 cF IE OUT(W):2103.58 IE OUT(W):2105.63 \ RBF 1/2". 2113 � \O
S
o I X2101.4 2,03 - S 8536'43>' �` I \
Q \ E 116.23
y 11 .8 OTPD 3/4" .. ,.. ..., / , � .............CAR
CONC. N / 3.1' .`` O '% .`` O:'OF O'••.
2101. x I x2101.3 x2102.1 x 02.9 x2104.2 105.4 x 10 110 3x x21 .8 2113. X2 3.3 2 2 2109.0
p-� 1 LOADING DOCK- ?' ..• ?'Q�
a f�39.9LF o / � ATLAS s
N/F 21 Of 3 x 2, I 18" HDPE @ 1.45% / x 1 8. 2108.4 = r SURVEYING = = No.
CIRCLE K STORES INC. o, so •so N =mi CLT, P.C. o- = L-5265 _
PIN:9631695934 I I a P so o \ of %� R7i
DB:3612 PG:165 a o P HP I Sp so so Q� I ��.No. C-4370••A' •:`9ti O
I I APPRO ATE PIPE D R \ 1 STORY , , •.
IPE EN NOT FHDPEUND cV l P\oNP\oHP WOOD SHED O METAL BUILDING N v i '�i /0Ftill11A ` `���II III'B`V ``��
I : I BENCHMARK 2102 o FFE:2113.10'
O\ x2100.5 x2102.1 102.8x I 0 211 .8 L X211 HP�2112.1 X2112.5 X2112.2 0,
REBAR W/CAP oHP 80.2,
I cV EL.: 2112.62 21 10 E UE -UOI 2.9 216 9 o I, KEITH BURNS, CERTIFY THAT THIS MAP WAS DRAWN
o I DATUM: NAVD88 \ 2105 CHAIN L FENCE---- 2110 �� uE - W UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
w N 2110 UNDER MY SUPERVISION; THAT THE PURPOSE OF THIS MAP
RBS 5/8" RBF 1/2" 2105� _t� cv I IS TO CONVEY TOPOGRAPHIC AND PLANIMETRIC FEATURES
` 2101 UE N 87*18'30" W 372.72 ONLY; THAT THIS MAP DOES NOT MEET THE REQUIREMENTS
o 2100 ` RBF 1 2"
I I I /�_ 21p5 I / i OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
V f NORTH CAROLINA (21 NCAC 56. 1600), HOWEVER THE
I o CHAIN LINK FENCE J x �(2103.4 HORIZONTAL AND VERTICAL ACCURACY OF ALL FEATURES
X2101.1 0� oZ 20916, x2099.8 X2100.4 X2100.4 X2100.4 x2100. 102 III 2103.8 I 10 4 i MEET SAID REQUIREMENTS.
Y
Q 01.8 THIS 7TH DAY OF DECEMBER, 2023
� SHEET 2 _ _ _ _ _ -�E � o X 0 9.9 I W I� ti"` I i SHEET 2_ _
SHEET 3 I W cv 1 STORY METAL BUILDING SHEET 3
2095 0 2100 I III FFE:2101.4 I
6 CHAIN LINK FENCE I I ti
AND RETAINING WALL I 1
40 20 0 40 80 X2094.7 X2 99.2 x21 0.0 X2100.4 X2100.2 X2099.8 X2099.9 99.9 2�01.29-:/7-
101� /Z 7 ZoZ3
1 "=40' -2096 I I I I I I 2 I KEITH BURNS P.L.S. o.
2095 _ ,�I x 1 0. X2100.5 L-5265
2096