HomeMy WebLinkAboutSUB201600079 Plat - Submittal (First) Final Plat 2016-04-08RT. 810
AOZET
VENUE
LSX FOOTHILLS PHRASE 1
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CROZET
AVENUE
ROAD
BROVMJ ASD
VICINITY MAP (1' nowt)
THIP 56K -A1
THREE �TCFI-D RD.
PARK
RIDGE RD.
En
1*1-_-p
TO IVY
1. THE DEVFIOPER EVES A 10' UWTY MSD/OR MANAGE EASEMENT ALONG ALL FRONT LOT LINES, 10' ALONG ALL REAR LOT
LINES AND 5' ALONG ALL SIDE LOT LINES
2. THE DEVEIAM RESERVES ALL THOSE WATER AHD SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME
THE MANNIENMICE PoE'SPONSHBLITY FOR THESE UTWTES
3.
WATER AND SEWER EASEM M ARE TO BE CENTERED ON THE AS -BUILT LWA700 OF THE LINES.
4, THE DEVELOPER RESER 1la ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY M PROPERLY MAINTAIN ALL ROADS. SHOULD
ANY STORM LINE OR DRAINAGE STRUCTURE BE BUILT SIMM CANTLY DHFFMIT FROM THE PROPOSED ALIGNMENT MW HEREON,
THE NEW EASEMENT AUGN ENT SHALL BE RE -PLATTED.
5. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
6. THE DEIIELAPER RESERVES THE RIGHT TO CREATE. REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO
LONG AS THE PROPER AUTHORITY A WiEES. REGAL OF THE SALE OF ANY LOT.
7. THE COMMW OPEN SPACE SHALL BE 000, CONTROLLED, AND MAINTAINED BY THE MESTLAKE HILLS COMMUNITY
ASSOCIATION.
8. COMMON OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER MENERE
APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE. REVISE
OR VACATE EASEMENTS WITHIN THE OPEN SPACE.
9. ONLY ONE DWELLING UNIT PER LOT.
10. ALL LOTS SHALL BE SERVED BY REM WATER AND SEWER.
11. THE AREA SHOWN HEREON IS LOCATED IN ZONE Y AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE me FOR A 100
YEAR FLOOD AS SHOWN ON COMMNIRNITY PANEL NIIrIBERS 510006 OZ29 D. 510006 235 D. 510006 0237 D. 510006
0245 D, 510006 0450 D AND 510006 0475 D. E M71VE DATE FEBRUARY 4. 2005, EXCEPT FOR AREAS SHOWN
HEREON SHEETS V2 -V& THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN
PERFORMED AS A PORTION OF PROJECT.
12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMURLE COUNTY WATER
PROTECTION ORDINANCE.
13. THH EXTERIOR BOURNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY PERFORMED BY THIS OFFICE ON MARCH 20,
2013.
14: NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY.
15. UTILITES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
it INDICATES ICON TO BE SET UNLESS OTHERWISE NOTED. NO IRONS ARE TO BE SET AT THE
EASEMENT tom.
17. STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' ON CENTER N ACCORDANCE NTH THE VDOT
AND ALBEMARLE COUNTY STANDARDS.
18, ALL ROADS ARE TO BE DEDICATED TO PU BW USE
It EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 6038 SF. AS WAS DETERMINED TO BE THE
REWIRED, MINIMUM AREA DURING THE PRELIMINMRY SUBDIVISION PLAT APPROVAL PROCESS PER CHAPTER 18, SECTIONS
4.2.1 AND 4.2.2(6)1 OF THE ALBEWURLE COUNTY CODE.
20.A SEPARATE WAIVER REQUEST WAS APPROVED BY THE BOARD OF SUPERVISORS FOR THE 1.40 AC. OF PROPOSED
CR71M SLOPE IMPACTS LI NDER THE PRELMIINARY PLAT APPROVAL SUB -2012-38.
21. SUBJECT PARCEL DOES NOT LIE WITHIN A STATE OR FEDERAL DAM BREAK KROA71ON ZONE PER ALBEMARLE COUNTY
GIS.
* MNffMY
SEVVM �ENM
( ItT.S)
WHINER WV OR 0RRE O)iE iSLOW-OFF&ff
OR SAANTARY SENER APPU RIM4NCE
10'
10' 20'
s THE DrMOFIM RESERVES THE NWT 70 VACATE OR
REVISE ANY EASaMT HEREON FROMM THE PRW R
AUWMTY AGREES
20' MATER AAD SWTARY WIENER EA.SEAENTS ARE TO BE
CENTERED ON THE ASBUJLT LOCAIM OF THE LI ES
-,�_ �- • -VAy
V/AQR=&� - r—rTRcr
lW SITE = NOT LE III11Wl AN
%%A IM -FATAL AM=
V
R-1 Ii1L
p.Ia"IER fE'HELWNW AID 9p1ARS QEM9TY
STAIQARPS ARE EM MFLEIEN'RED.
VWM#Oft
Rl
FRW - 5 FEET FROM THE MINT -OF -WAY OR THE EXIEIMOR MIX
OF THE SIDEWALK F THE SDEWNX LS OUBDE OF THE
RKEIT-OF-WAY
SEE - NONE, 10' MNINIM BMW SEPARATION
WEAR - 21Y
FRONT LOADING GARAGE 18 FEET FROM THE RIGHT-OF-WAY OR THE
EXM IOR EDGE OF THE SIDEWALK F THE SIDEWALK IS OUTSIDE OF
THE RICHT-OF-WAY
SDE LWIDING GARAGE: 5S�FROM THE WIT -OF -WAY OR THE
EMM EDGE OF THE F THE SDEW1Uc IS WTME OF
THE RIGHT-OF-WAY
SURVEYOR'S STATEMENT
I HEREBY COM THAT TO TFC BEST OF MY 1000 EDGE AND BELIEF. ALL
RFAUIiE K TS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBBIARIE
COUNTY, VA REGARDING THE PLATIN OF SUBDIVISIONS WHIN THE COUNTY
HAVE BEEN COMPlED WTH.
STATEMENT OF TITLE TllP's 56-53
THE LAND SHOWN WAS OBTAINED BY UCKINGIOLE CREEK. LLC. BY DEED DATED
4/21/2004 AND RECORDED AT D.B. 2733 P. 1506 AND TD THE BEST OF MY
104OW.EDGE MEETS ALL THE REQUNEMENIS REGARDING THE PLATTING OF
SUBDIVISIONS.
�is� ��►�j�Tj'����
ORIGINAL. AREA TMP 56-53 RESIDUE
AREA N NEW LOTS
NEW ROADS
PHASE I OPEN SPACE A
PHASE N OPEN SPACE B
PHASE I OPEN SPACE C
RESIDUE
-----------------------------
TOTAL...................................... 79.358 AC
GREENWAY PARCEL. AREA USED FOR
DENSITY CALCULATIONS 5.402 AC
AUXINW 06617Y FUR STANDARD LEM CLUSTER VEfjELOPMENT
N3° MW FOR SidAS Ba
i�z t '�/z
✓DEMM PROPOSED
PHASE 1: 2747 lUT
27 4 AaMN SB NWU/Ac
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
STATEMENT OF CONSENT TO DIVISION
THE PLATING OR DEDICATION OF INE FOUDWNG OESCNIED LAW BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 2733, PAGE 150. ALSO KNOWN AS TAX MAP 56
PARCEL 53,, ACCORDING TO COUNTY RECORDS, 6 WITH THE FREE
CONSENT AND IN ACCORDANCE WITH IEE DESME OF THE UNDERSIGNED
OWNERS. PROPRETORS AND IRUSIEES„ F ANY.
STATE OF VMtGINA
COUNTY OF N.BEMAKE
TO WT: THE FOREGOING INSTRUMENT WAS ACKNOWEDGED BEFORE ME
BY
ON BEHALF OF LICKMNGHIOIE CREEK. LLC
THIS _ DAY OF 20_.,
SHEET INDEX
VI
loo
79.358 AC
EXISTING BOUNDARY CONDITIONS
12710 AC
SUBDIVISION OVERALL
2.281 AC
SUBDIVISION 1
0.366 AC
SUBDIVISION 2
5.541 AC
0.179 AC
40.0 OF DEVELOPED AREA
58.281 AC
EASEMENTS 2
-----------------------------
TOTAL...................................... 79.358 AC
GREENWAY PARCEL. AREA USED FOR
DENSITY CALCULATIONS 5.402 AC
AUXINW 06617Y FUR STANDARD LEM CLUSTER VEfjELOPMENT
N3° MW FOR SidAS Ba
i�z t '�/z
✓DEMM PROPOSED
PHASE 1: 2747 lUT
27 4 AaMN SB NWU/Ac
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
STATEMENT OF CONSENT TO DIVISION
THE PLATING OR DEDICATION OF INE FOUDWNG OESCNIED LAW BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 2733, PAGE 150. ALSO KNOWN AS TAX MAP 56
PARCEL 53,, ACCORDING TO COUNTY RECORDS, 6 WITH THE FREE
CONSENT AND IN ACCORDANCE WITH IEE DESME OF THE UNDERSIGNED
OWNERS. PROPRETORS AND IRUSIEES„ F ANY.
STATE OF VMtGINA
COUNTY OF N.BEMAKE
TO WT: THE FOREGOING INSTRUMENT WAS ACKNOWEDGED BEFORE ME
BY
ON BEHALF OF LICKMNGHIOIE CREEK. LLC
THIS _ DAY OF 20_.,
SHEET INDEX
VI
COVER SHEET
V2
EXISTING BOUNDARY CONDITIONS
V3
SUBDIVISION OVERALL
V4
SUBDIVISION 1
V5
SUBDIVISION 2
VB
EASEMENTS 1
V7
EASEMENTS 2
V8
TABLES & EASEMENTS
N0.
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PHASE I
OPEN SPACE
--•c-- _ IF
�,,
LOT 29 r
N = 22962.23' i--/ - IF IF
E = 15804.73'-- LOT 28 IF
LOT 27--
SEE SHEET V4 FOR '\ �- LOT 26 IF
BOUNDARY CALLS IF
THIS AREA J
TMP 56K -A1
N/F FOOTHILLS CROSSING INC
D.B. 2347 P. 78
D.B. 4319 P. 403 (PLAT)
D.B. 3794 P. 04 (PLAT)
1
-\ TMP 56K -A \
N/F HOMEOWNERS ;
-- ASSOCIATION OF FOOTHILLS \
-� CROSSING INC
\ D.B. 4260 P. 325
\ D.B. 3794 P. 04 (PLAT)
COMMON OPEN SPACE `
\ N = 23838.42
E = 17681.53'
IF
524.82'
j - S45'52'07"EJ
100.54'
GREENWAY PARCEL
D.B. XXXX P. XXXX /-
,i' IF
S85'57'58"E `
35.02'
N
IF
N28'07'39"E
126.80'
N26'36'20"W
21.01'
N22'24'08"W
54.90'
N20*00'17"W
174.62'
IF
IF S55102'01 "W
LOT 59.34'
___------ -� �
4
IF i � c,►
�\ us LOT 46,--
a
' ° ,-- LOT 44/
\ tna
WESTLAKE HILLS ��- LOT IF
PHASE 1
D.B. 4518 PP. 1-18 LOT
100' STREAM BUFFER LOT 4
LOT 41
LOT 40
LOT 39
S72'26'28"W
"N
N17'33'32"W
20.85'
N22'48'18"W
82.71'
N21'20'17"W
` 103.20'
"W
i
N20'5331
106.14'
N37'09'15"W
\
1128.61' N49'49
—\
; 59.40'
SE
PHASE I ''y \z.
OPEN SPACE
TMP 56E -01-B
N/F WESTERN RIDGE
OWNERS ASSOCIATION, INC
D.B. 1682 P. 575 ;
D.B. 1538 P. 211 (PLAT)
IF
13"E
,.07'
IF
TMP 56E -02-C
HIGHLANDS WEST LP.
D.B. 1698 P. 116 (PLAT)
TMP 56E -02 -A
N/F WESTERN RIDGE
OWNERS ASSOCIATION, INC
D.B. 3130 P. 64 /
D.B. 1698 P. 116 (PLAT)
V
TMP 56-93A
N/F RIVANNA WATER &
SEWER AUTHORITY
D.B. 1240 P. 483
IF
S09'22'38"E
155.39'
IF
N = 21750.50'
E = 16507.11'
GREENWAY PARCEL
D.B. XXXX P. JI=
\ TMP 56-98B
N/F JACKSON, CINDY ALLRED \
OR JOHN X
`\ D.B. 1887 P. 404 \
N86b5'13"W 250.41'
208.89' IF N89'38'39"W
STREAM BUFFER
229.52'
IF S89'46'59"W
TMP 56-99A
N/F WAFF, JOSEPH J. III
& ELLEN S.
D.B. 1715 P. 569
0
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200 0 200 400 600 '
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SCAIX: 1"-200"I
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S32'23'15"E
33.52'
N = 22644.34'
E = 18390.09'
ASSOCIATION, INC
D.B. 3356 P. 716
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TMP 56G -A
N/F FOXCHASE OWNERS
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GREENWAY PARCEL AREA
USED FOR DENSITY
CALCULATIONS
0.288 AC.
OPEN SPAT
LOT 29 f
/ LOT 28
OPEN SPACE C
cn LOT 46"i'''
LOT 4LI
WESTLAKE HILLS
PHASE I
D.B. 4518 PP. 1-18
STREAM BUFFER
TMP 56K -A1
N/F FOOTHILLS CROSSING INC
D.B. 2347 P. 78
D.B. 4319 P. 403 (PLAT)
D.B. 3794 P. 04 (PLAT)
GREENWAY PARCEL
D.B. XXXX P. XXXX /
GREENWAY PARCEL
D.B. XXXX P. XXXX
\ TMP 56-98B \
N/F JACKSON, CINDY ALLRED
\, OR JOHN W.
\ D.B. 1887 P. 404 \
TMP 56K -A
N/F HOMEOWNERS
ASSOCIATION OF FOOTHILLS \
-� CROSSING INC
\ D.B. 4260 P. 325 \
D.B. 3794 P. 04 (PLAT)
COMMON OPEN SPACE
N89'38'39"W S89'46'59"
GREENWAY PARCEL AREA
USED FOR DENSITY
CALCULATIONS
5.114 AC.
200
SCALE: i
TMP 56-99A
N/F WAFT, JOSEPH J. III
& ELLEN S.
D.B. 1715 P. 569
0 200 400
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2
2
TMP 56E -01-B a Q
N/F WESTERN RIDGE /, / Q t. w ,
OWNERS ASSOCIATION, INC '
D.B. 1682 P. 575 t ti
D.B. 1538 P. 211 (PLAT) ,� 0 4 =
00
TMP 56E -02-C .1 Z
` HIGHLANDS WEST LP. fti Q
/'' f D.B. 1698 P. 116 (PLAT) Q it
TMP 56E -02 -A b
N/F WESTERN RIDGE , tl 2
�\ OWNERS ASSOCIATION, INC Q;
D.B. 3130 P. 64 / O N
\ D.B. 1698 P. 116 (PLAT) 4
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NWAY PARCjL SEWER AUTHORITYLLI
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201 �2
\ LOT 51
\ 20,149 SF
S72'26'28aW
^22.00' S.1�•56' 4h"✓ ____
0
LOT 52
�= 20,070 SF
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56543 \1
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LOT 65
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MATCH LINE SHEET V4 2o,os2 SF
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MA CH UNE SHEET V5
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LOT 53 \os
20,042 SF
0001
I 10.60'S6� �=
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?� LOT 54
20,035 SF
100' STREAM BUFFER I.
LOT 55
I 20,025 SF
\
LOT 56
20,048 SF
1 1 11.6'
\. f9, \
fPHASE I OPEN SPACE
<<` N86'22'O6"E
166.13'
PHASE II RESIDUE
58.281 AC.
LOT 64
20,021 SF ,
11 LOT 62 s�
21,154 SF N
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LOT 63 LOT 61
a A
20,571 SF N ^� 20,003 SF
0
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"0 8 168 9a
36 36
0
Za18154, p
LOT 60
20,665 SF
CONull LANE
��8121, CIl
L=81.77 bs4yt F
f.6 ?2¢99
L=21.03'
Ln
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� ' $ 0 m LOT 59
. _ 20,058 SF
// LOT 58
IN0 0 ` 20,202 SFLOT 57
o 2289,' "W
20,758 SF
\ \ S85.00'08aW 114.76 '
\. 31.60' \ \ N78�8"W
7
110.40'
"W
L
N,
16 1
5ro /
PHASE II OPEN SPACE B
5.541 AC.
EXISTING 100 YEAR FLOOD
PLAIN AND STREAM BUFFER
-
\
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N%- 5'13"W 208.89'
:i
scux: 1
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N89.38'39"W 250.41-
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20' STORM VARIABLE WIDTH
DRAIN ESMT STORM DRAIN ESMT U
(CALLS TO rL) LOT 66 w
20,177 SFy 60 0 50 100 150 N ao
N18'48 21" W f w
L1 \ �, 36.20'(TIE) SCALL: 1"-50� ••
•c12" � \
10' STORM \ N6713'07"W :
LOT 51 DRAIN ESMT 26.00 j b•
\ \ 20,149 SF 'ri.' a I •
<'� \ va
4.24'(TIE) N22'46'53"E oq t r
\ 10.00' LOT 65 �•i 00
\ S6713'07"E 20,032 SF N86'22'06"E N86'22'06"E L:
17.50' \ 13.33'(TIE) 12.03'(TIE)
\ VARIABLE WIDTH MATCH LINE SHEET V6 S31 *42'200E 0 fs
\ STORM DRAT ESMT MATCLINE
NE SHEET \a
11.34
LOT 44
\ \ S30'43'45"W _
\ 5.02 =
LOT 52
20,070 SF N14'43'41"W \ 0 t
1 / / •
107.26 VARIABLE WIDTH �4/bo
I LOT 64 STORM DRAIN ESMT r�
20,021 SF V r
� I i LOT 62 / � _
1 I L=3.69'(T1E)o o� b ^ 21,154 SF
04
cli. I IL in
LOT 43 LOT 63I �, 3 / /�,^� t
\ 20,571 SF LOT 61 s
\ \ 20,003 SF
LOT 53
\ 20,042 SF \ $79'54'58"E Cl � / /
\ \ 10.00 N35'04'34"W
N10'05'02"E S10'05'02"W / / 21.52' 0
- \ \ 22.78' 28.70' VARIABLE SANITARY WIDTHESMACSA a
N63'S1'19"E
\ •• \ •. � �S6 �. � 17.64'
\ L=13.94'(T1E) 1 Sb�06 F 69 08 / L=29.84'(T1E) " 3
\ 1 \ 100 STREAM BUFFER 10' STORM 39. ` N �3� OZ S26'08 41 E Y
�/
\ LOT 42 1 1• DRAIN ESMT 20-00'" -- m
\ L-- 11.38 (TIE) s S63 5119 Wim
\ LOT 54 L=8.49'(11E) s \ 15.52' s�� \
\ 20,035 SF L=11.57' TIE ( ) yrs ate- \ LOT 60 ? s A w
L=11.57'(TIE) .6, `�, VARIABLE WIDTH 20,665 SF �� S+
1 1 VARIABLE WIDTH L=3.44 (TIE �- \F ACSA SANITARY 65'' F 0
1 STORM DRAIN E MT N35'04'34"W 27.64' ESMT • • ,'Z
"1 7.58 (TIE) O
\ 1 L=1.64'(TIE) L=3.40' x Y
\ 1 I L=3.03' � �64p �
• � LOT 55 $80'17'07"E 2. 7'(11E
1 r 20,025 SF 12.67' 10' SANITARY S54'51'57"W
LOT 41 ; 1 LATERAL ESMT i 76.49' S64bs, �6\• A
' 59
N04'46
1159N54'51'57'E ?) \ \
1 11�
1 26' STORM o No 69.30'
a
DRAIN ESMT.' � � � \ Z
nLOT 59 `� \
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20,058 SF
'o \ LOT 56 i
1 \ \ 20,048 SF LOT 58 \ x ti
\ 1 \ 20,202 SF co
\
LOT 40 \ 1 \ LOT 57 oo L17 \ // \ 20,758 SF �' L16 �1 \
8
SEE SHEET V8 FOR INS AREA
\ E-4 PHASE 1 OPEN SPACE \
— --�._ 1 �\�c'. \•\ 5.27'(T1E) STORM WATER . � z W
\ \ MANAGEMENT
(SWM) ESMT PHASE II OPEN SPACE B
/ \ (��--� X14 0 5.541 AC. A a W
LOT 39 / \ \ • EXISTING 100 YEAR FLOOD ,
\PLAIN AND STREAM BUFFER -
\ 20' STORM \ 'yrr s - L2fi L25 X21 5' �1E) ti i
\ DRAIN ESMTLu
�3r�, s2• _--- - OD+ 28.3
1-
./^ I -' J w
20' STORM N, O w
DRAIN ESMT
VA �' �" a ~N� NO: 8509
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208.89' W.A
W.
250.41' I x
20' RWSA ESMT D.B. 4518 PP. 1-18 — — —\ _ _ _ N86'05'13"W_ N89'3839"W WRIIAMJ.LMBE M a
------,_,___�\ --- ---- --=- -- V7
Lie. No. 1507-B
- - -
30' RWSA ESMT D.B. 815 PP. 59-65 (PLAT) l 7 OF 8
�- -- - - - - - - _ S uVV,pAML- APRIL 8, 2016
E
Storm Easement Line Table
Line
Direction
Length
L1
N 88'31'01" E
28.15'
L2
S 69'24'53" E
28.15'
L3
S 47'20'48" E
28.15'
L4
S 2516'42" E
28.15'
L5
S 1414'40" E
153.21'
L6
S 22'53'57" E
71.16'
L7
S 1512'58" E
36.35'
L8
S 00'08'58" W
36.35'
L9
S 11'37'43" E
94.51'
Li 0
S 1714'34" E
41.05'
L11
S 22'09'44" E
66.74'
L12
S 43'09'51" E
84.38'
L13
S 7114'50" E
33.29'
L14
N 85'32'06" E
109.52'
L15
N 74'45'05" E
89.32'
Stilt Easement Line Table
Line
Direction
Length
L16
N 8513'06" E
26.00'
L17
S 8446'21" E
56.77'
L18
S 66'35'19" E
30.87'
L19
S 25'47'14" E
93.25'
L20
S 00'35'01" W
34.58'
L21
S 77'27'20" W
69.38'
L22
S 80'34'33" W
69.34'
L23
N 8211'28" W
46.26'
L24
N 64'53'58" W
45.84'
L25
N 82'05'58" W
23.13'
L26
N 8939'13" W
22.94'
L27
N 19'44'32" W
56.06'
L28
N 19'25'45" E
21.13'
L29
N 58'2426" E
24.59'
L30
N 69'22'46" E
51.72'
L31
N 7215'47" E
51.72'
428.50'
715'38"
27.19'
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
186.89'
530.50'
2011'04"
94.42'
185.92'
N 65'07'34" E
C2
165.40'
469.50'
2011'04"
83.57'
164.54'
N 65'07'34" E
C3
91.77'
1180.50'
4'27'14"
45.91'
91.74'
S 5955'25" W
C4 j
159.61'
1119.50'
810'08"
79.94'
159.47'
S 70'47'55" W
C5
19.99'
12.50'
91'38'53"
12.86'
17.93'
S 17'54'18" W
C6
68.44'
378.50'
10'21'36"
34.31'
68.35'
N 22'44'21" W
C7
54.30'
428.50'
715'38"
27.19'
54.26'
N 13'55'44" W
C8
181.54'
171.50'
60'38'58"
100.32'
173.18'
S 73'00'43" E
C9
12.36'
12.50'
56'38'25"
6.74'
11.86'
N 48'20'37" E
C10
51.05'
60.50'
48'20'45"
27.16'
49.55'
N 49'46'17" W
C11
12.06'
12.50'
55'17'30"
6.55'
11.60'
N 75'58'00" W
C12
82.94'
228.50'
20'47'52"
41.93'
82.49'
S 52'20'48" E
C13
39.92'
371.50'
6'09'23"
19.98'
39.90'
N 10'22'56" W
C14
57.43'
321.50'
1014'03"
28.79'
57.35'
N 22'40'34" W
C15
20.23'
12.50'
92'43'23"
13.11'
18.09'
N 74'09'17" W
C16
86.95'
1119.50'
4'27'00"
43.50'
86.93'
S 5715'31" W
- - - - --- --- --- --- --- --- SCAM 1"-50
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1 LTH 00 G PROS NO: 8509
VIAoV8U WILLIAM J. LEDBETTM
100 150 Lie. No. 1507-B
� 8 OF 8
��� S UP,per; APRIL 8, 2016