NCC232506_Site Plan or Location Map_20230821

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maq a Ebro.i // aw.501 PO.336 r\4i //�p�.'y1>' / BFAPNC
can ...:w`a°' // �• // / '.Ye / 1 4 i s 14'38'38"w '0..90'
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6........7..4, (,a'eeoAr Pwne7 e2 53 I `sn3 r f S 89'23'52'E 1234.47'(told) Dr eae..9n 1 ;L./ / S 6 S 06.18'41'W 102.06
li 7nf 1 115.37' 263.5]' 4.0 274.92' - 176.38' 'R Y - 6 7 5 04'32'35'E 91 83'
if 36.2.1' '67.31' , 7' 159.10' r/1•py r/1'A.S I 7 8 5 OT11'17•E I28.70'
wt.-1111.1207
_` ' �A9\ C 5.56' (•'otrow sow.) (••aeaw 9rowM) /6 \ / 6 9 S 1716'31'E 87.93'
16 _t g, b• f 9 10 S 15'01'13"E 87.80'
`l 165 o S. 261125 010000 021 ASF07AS S / C' . \ I 13 14 N 39144'43'W 107.20'
(rt' 1 s O.B.540 PG. 931 /I/
•3'4(' PP N\ f 14 15 S 8711'56'w 61.33'
eaU.5.. PE V56. a 5 /\ ReeL>r.LANE I i9 49 s 6377'21'w 102.14'
6u 3 5 f st , ae. r3e1 a.ur 50 23 S 61E56'17'W 52.88'
�••J 1 61. / z 1S 16 S 39'44Y3'E 119.99'
r 2'>ir r�.• (r oaa+.e.) s Y \ It s (s.+O.B,.0 Pc,n)/ 23 24 S 69'01157 w 52.22'
U• E. \ 4• .b, 24 25 S 7311707 8 63.00'
e- asseoo.He 'A 'A ,7�ti4 U• / 25 26 S 79'48'44'W 48.79'
''D. ANNEycc 7 a2,00f \ 4 e1Ppb,,.. 's�47. / / 26 27 S 875747'W 86.33'
'o. 'A, a vw ALE0ANOCP CCQKN6 AR. ? f' 27 28 M 69'47'SI'w 77.8,'
R /ra N V.
O �` Os i TN. ''.�,ap /' A rvs / 28 20 N 64'34'21'W 66.68'
p0,r I" 1'- P.S 60-397 Vs, S 29 30 N 81'40'4r W 86.23
e>--£w 76 6...•rek r - IA `512/ 32 48 5 811471E W •16 7
97ee:a.e.' O q ti'S, ee / .(7 :16 1.275 Ac. 46 14 S 6542'SS"W •99 75'
•- a O g, O % yd' 5.631 AC. v •
/ S ("roP.9.202'-•17M / 32 33 N 59'23'55•E 75.72'
�.� v 3. (Includes area+I R/W) ro b•
Lwv7[O SyAfES W AlIEMOA r .D x AS 33 ]• N 53'3]'1]'C 71.00'
D.a J26 00.161 0Tg ^ ' 'N. 5.629 Ac. a§Q - .1. 34 35 N 45'33'33'E 75.22'
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4 $ ro I d f 6K / 30 36 a 405t'06'E 58.93'
(InUude9 area 1n R/W) }
PARCEL...MP 77726 5.500 Ac. m % 5.629 Ac. Y p T f .; 36 37 N 10'st'A6'E 15.,}•
s • de,-
&o°l, ` /V i .4. t / 38 39 S 89123/57 E 35351
PS 1 I/2'IRON PPE I'ABOVE GROUND 4 n ^�fi"T g / 39 40 S 30'08'15"W 210.00'
60'Pae4e R/r ..6t I c 3, 43 S 1508'40-E 75.24'(6e;
PS 2 1/2'IRON PPE a'ABOVE CROING S ', Me•OA.at PG.*2) P5 I 42 S 50'43'53•E 31.78'U•'
PS 3 t/2'ICON PPE 4'ABCJ4E GROINS Y - t
PS 4 1/7'ON PPE 4'ANOv40005 GROINS 4• -.AP. ' / u S O9•ao'04•w 24.16'W!
PS 5 1/2'RON PPE a'AMA GROUND 1♦ 45 178'07't6•W 127.13164;
PS 6 t/Y NON PPE 4'AR:M GROUND EAT 58 IPS 16 16 II 78'07'37'W 27.13'(14;
�65 7 1/2'ROI PPE 4'ABOVE GROUND Ems of • 80 - • ( )
PS a 1/7 IRON PPE 4'MOVE GROUND 7.603 Aa s / 36 37 N 89'2ssr W 36.34'(tW
PS 9 1/2'Rp1 PPE 4'ABOVE GROUND S.R.1941 ,//00 t /
PS 10 1/2'IRON PIPE 4-4BOVE MOO k.. i / \
ECM 11 3-DISK II CONCRETE SEWED 2'OW 45'P, N ••', fyl% / 45' PRIVATE EASEMENT 1
US GOVr CORNER j157-10-1 €e.nwt �-,+, 1� PARENT TRACT Gas I ROBOCR JHOWES r*UNDLt,ELL BEUBNG DISTANCE
ECM 12 3"DISK N CONCRETE FLUSH i
���/ r sue\ poi ' O s 1♦ 1S 5 8711'S6'w 61.33'
u5 DON'T COIBLER 157-10 ^,,, 1 ,,,•j+ tree O.B.1,46 x.311 15 49 5 6E0514"w ta.9r
ECM 13 3'DISK N CONCRETE]RUSH US.COPE �/::Y��a 9 .fial `F\ 3 • iP.S,tore-s0 49 SO 5 6527'21'W 102.11'
us tour COIBIER j+s7-9 coRNCW/,ss(w4F1 5" f°� ' + .;\ g 50 23 s 66's6'Ir w 52.88'
EIS 15 1'IRON STAKE BURIED 5"DEEP 1 ,A^J /d/-'--,.,BM•p N ,Gjr■ ''\ O 2.770 Ac. (LOT 5A) 3 23 x s 69ro,•sz•w s2.n•
(CO 18 3'DISK II CONCRETE BURIED 2'DEEP ewa�o 6t o /� / // p 6• )t \ +7.603 Ac. (LOT 5B) rPs p 21 25 5]St]'OB'w 63.00'
US GOV1 CORNER/157-6 e0P 1524 "' �4./, \ " \` f $3 25 26 5 79'48'47 w 48.7C
ECM 17 3'DRS 4 CONCRETE FLUSH _~`N 61'II 2��'c.. - L01 5A ro2:,`1 \.\ )0•373 Ac•(TOTAL AREA FOR LOT 5) 26 27 5 8754'47'w 86.33'
115 Gd/T CORNER j157-5 e...ary 2 W O (Includes SIRS In R/W) ' 27 28 N 11,4751'W 77.81'
.6•B 'ECM 22 (2.770/C.) \`a
OP 18 1/2''RON PIPE 2'ABOVE GROUND a Davy. -e ""_ -. -.' _ � 28 29 N 64'34'21"W 68.88'
US GOVt CORNER j157-4 CORNP4/fs7 '10 C;0' ..1 V.I.d ear \\• } ` t 29 0 N 1506'29"w a7.s7
ECM 19 3'DISK N CONCRETE 14'ABOVE GROUND it " J.U [wj.4( LEI [� " 0. 11 1 0 E S 61'34'21'F 81.95'
115 GOVT CORNER j157-3 �.4P. 7 S'`\\ E F S 89'4751'E 72.89'
EP 20 3/4' RON PIPE 8'ABOVE GROUND LanrzD VARY 07 AUERu e, ` ' �e6 a Lf I F C. N 8754'47'E 82.23'
US GO.?CORNER 1157-2 VS ? '/"•` 6
EIS 2, 1/7 RCBAR WITH CAP 6'ABOVE GROUND PA6CEA N.M.7 a .4.... j1 Q BA .�.�; G H N 79'17056'E 45.0,'
ECM 22 3'DISK IN CONCRETE 10'ABOVE GROUND6M40 601ei 3 - -' ` 56 S6 N 73'1706'E 5738'
H
US GOOr CORKER 1157-1(REF) 'd v`, 1
EIS 23 NAIL.5E7 AT 1/2•RUDA RUSH P.ROADs w. ...O 32.13' Is I U N 69'01'17'E 49.73'
US COVE COINER/157-1 .N E `i\ .9 e J K N 66.56'17'E 50.69'
TIP1'...„, 4 464.23' l«d ,�•e 6 I K I N BS27'21-E 99.85'
EIS 24 1/2'RE$Nt RUSH IN ROAD EP W 496.36'( 'sv.+�
EIS 26 ,2'MAR FLUSH N ROAD °1s�``J L N N 61'OS'N'E 101.48'
/ ao S 6Ya0'S6 YJB Y 59 N 671I'S6'E 60.29'
EIS 10 ,/1"1rfBAR FLUSH N ROAD ' d �`7o 59 14 5 2740'24'E 45.02'
OS 30 2'REBAR RAMA IN ROAD w d �,�e+
/ P•r.Irr4 S` ve.4•` `idt POINIS S-M ARE COMPUTED PCNT5 OHL,
N"- PARCEL Aewcw nsx \.
EIS 31 1/4'IRON
2'ABOVE GROUND `�r a CCNTERLINE 30'PRNATE CASFYENT O.a e1L PO.2e1 •�D ByJ, '� N
PS 40 1/2•INCH PIPE 4'ABOVE GROUND p�q V♦•I6 .(.� �a
IPS PS 40 11/7/2'IROI?PIN 4'ABOVE GROUND /,.'15' A l\ a Canrww a1kf. � 'STANCE .°o' .11
11 (( '5-•A N 8711'47-E 52.00'(l:4) K'�`S\ MAP LEG S
R5 42 1/2'4 RES PIPE 4'ABOVE GR01A40 %- 6e�,:' \,\ b0 <=0<)°MAM'^I A-R 5 170908'E 52.00' •... , .
EIS 43 3/4'RE,r 2'ABOVE GROUn9 / \ •N,1 I e-C 5 4011737E ]].84' '` .. \'J,r•f.Al •67P EXISTING IRON PIPS
P 45 2 a'IRON PIPE B• IEDV2 GROUND OWN/OWN
N ORIGN) i9`. `ti✓ tAvrrFO V 4185 OP AwFRu •E5 E%ISTNG IRON S1AK.•
I C- '6 N s01a77'W 10.22U4) �,.-
OP 45 2 IRON PIPE BURIED 2'DEEP(UNKNOWN ORION) se sA..4arnw0 t -' EI, CR 3t6 PG.4a1 ��pe o 100 IRON PIPE SET
ECM 48 3'DISK N CONCRETE 6•ABOVE GRWND (r P9.412 K.Mf) \;a^•� ] POINTS A.B.ANO C ME CDYPUTED POINTS OILY PARDO.01J0NKw 17716 1 ? • \
US GOUT REFERENCE MONUMENT SIN-22 ',,' 1`,yy `\\ O 55 IRON STAKE SU
PS 47 1/7'IRO/PIPE 4'ABOVE GROUND S ,`••\\ - + UN EXARNG DISTANCE `\ y0y •ram ExISINC CGNCRE:E
4Y ,l 9NLR0A0 SPIKE
UPS 51 I/2'RON PIPE 4'ABOVE GROINS . \ 'a, J 46-P N 19/07044 w 108.9E "' mots NAc IINL SET
PS 52 1/2'RON PIPE a'ABOVE GROINS ENuB ( l 46-0 S 5'3736"E 69.67'
PS 54 1/2'IRON PPE 4'ABOVE GROINS Der,f,. \\ 46-R S SS'N'36•E 69.67' rem DE 02, ,omn.. \\ A CI.s CONCRETE NAIL'WI
IPS 54 t 2'RON PPE 3'ABOVE GROINS .e I a6-S N 2T2S'16"E 16.73' nAr6WE Aaw+-OW •pc. POWER POLO
IPS 55 1/2'IRON PIPE ABb.E GROUND , I 46-T N OS19'10'w 54.22' os o arP P T D POINT
UPS 56 1/2'RON PIPE ABOVE GROUND u-U k 21.06'35'W fOt.Og' gIRWNIT taro COM J E
IRS 57 1/2'IRON PPE s'AH(NE GROUND COP EDGE Cl'PAVE♦IEIR
IPS 58 1/2'RON PPE 2'ABOVE GROINS NOr 10 SCALE,\ POINTS P-U ARE EKISrING 5/8'REBAR,BURIED 1'DEEP P 8/0 EPHEMERAL 000N
P.S. P•AT SLICE
DETAIL FOR 30 FT. PRIVATE EASEMENT NOTES 0608007xE 0r06118 Fat 012-103,B• Da DEED BOOK
(SHADED AREA)(D. B. 622. PG. 263) I.Pio Polo s•eren.04*1022 ay Ws sw.•>ar w.ln0 PARCEL/17460 AREA C0u01.17E0 BY COORDINATE
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