HomeMy WebLinkAboutSUB200300140 Plat Final Plat 2005-12-22r . HEREON
THE ! i' i i i
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
JNDEwSIGNED r PROPRIETOR(S),
r rrr r'
ANY FUTURE
DEVELOPMENTBE
THEORETICAL
ONLY. ALL STATEMENTS PLAT
r TRUE AFFIXED
1
CORRECT,T-9 T BEST OF MY KNOWLEDGE.
I
CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE i
STATE OF
Vi O. J ,a.
sit
THE FOREGONING WAS ACKNOWLEDGED BEFORE ME THIS -,'/'ll" DAY
OF 72�p�sf2005.
NOTARY PUBLIC
MY COMMISSION EXPIRES. ,m&j 0(p
LEGEND:
= IRON UNLESS OTHERWISE INDICATED
R NROD SET
{ )
= UTILITY POLE
= STORM WATER MANAGEMENT EMENT EASEMENT
S G
O/H = OVERHEAD UTILITY LINE
i;D TO BE ABANDONED
JANUARYE:K-_-j = ELECTRICAL TRANSMISSION TOWER
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SURTETOAIS-
1,
VIRGINIA, III♦ • HEREBY CERTIFY THAT THE
PROPERTY HEREON
• SAME
PROPERTY ,r BY EVERGREEN ; , COMPANY i DEED RECORDED
! t
BOOK 3033, PAGE 269 AN D S HOWN ON TH E. PLAT I N DEED BOOK 1662, PAGE 700; LESS
AND EXCEPT PARCEL rDEED BOOKa• PAGE 681, (PLAT)
kCLERKS
OFFICE OF
. CIRCUIT COURT ALBEMARLE
' r1 r C * VIRGINIA
.L 1. THAT I
HAVE
CAREFULLY SURVEYED THE PROPERTY DELINEATED ON THIS PLAT AND IT IS CORRECT
TO THE BEST OF MY KNOWLEDGE.
sli op L
QG. V. "YO V HUGHESIr"
NO. 1458
bk 1L
KIRK HUGHES •
ASSOCIATES
LAND
SURVEYORS
r PLANNERS
220 EAST r
CHARLOTTESVILLE,
;r l 22902
(434) 296-6942
L
1. OWNERS: EVERGREEN ANDCOMPANY
08900-00-00-07300,
2. PR PERTY TAX MAP PARCEL IDENTIFICATION:
O
- - 0-00-073C1 AND
08900 QQ-Q0-073A 08900-00-00-07330 00-07380 08900-00-00 Q73C0 08900 Q
- - - f f f f
08900 00 00 073DO
(3.) PRESENT ZONING: RURAL AREAS
4AMBROSE COMMONS DRIVE 509
RIGHT-OF-WAY SHOWN HEREONCONTAIN
1 PUBLIC USE.
4 RE OR LESS AND i T BE DEDICATED TO UB
14,494 ACRES MORE S O
(5,) ALL DRAINAGE, UTILITY, AND STORM WATER MANAGEMENT EASEMENTS AS
WILL BE NECESSARY TOPROPERLY MAINTAIN THE PUBLIC ROADSANDUTILITIES
IS HEREBY RESERVED BY THE DEVELOPER. IF AFTER CONSTRUCTION ANY UTILITY
DRAINAGE, AND/OR STORM WATER MANAGEMENT EASEMENT BECOMES
UNNECESSARY OR REQUIRES A REVISED=LOCATION BASED UPON ASBUILT
CONDITIONS, IT IS THE DEVELOPER'S INTENT TO RESERVE THE RIGHT TO RECORD
SUCH CORRECTION P N NTY APPROVAL.
UPON COUNTY
(6.) DRAINAGE EASEMENTS SHOWN HEREON ARE VARIED IN WIDTH AND SHALL BE
CENTERED OVER ALL WATERCOURSES AND DRAINAGE STRUCTURES. DRAINAGE
T CULVERTS, STRUCTURES CONSIST OF BUT ARE NOT LIMITED O CULVE T PAVED DITCHES,
IT DRAINAGE EASEMENTS DEDICATED AND INLETS. THE LIMITS THE DRAIN SEMS S ATD TO PUBLIC G E C E
USE ARE TO BE PLATTED BASED UPON THE AS -BUILT SURVEY LOCATION.
(7_) UNLESS OTHERWISE INDICATED HEREON THE LOCATION OF STREAMS AND
LAKES ARE TAKEN FROM THE AERIAL PHOTOGRAMMETRY SURVEY PERFORMED
BY AIR SURVEY CORPORATION, STERLING, VIRGINIA AND PROVIDED TO THIS
OFFICE. AERIAL PHOTOGRAPHS ARE DATED MARCH 26, 1996.
(8,) BUILDING SETBACK ARE AS FOLLOWS:
FRONT YARD - 25 FEET
REAR YARD - 35 FEET
SIDE YARD - 25 FEET
(9.)
THIS PROPERTY LIES WITHIN FLOOD ZONE "C", 9
NOT A H.U. .
100 YEAR FLOOD
PLAIN, AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANELS 510006
2 AND B BOTH EFFECTIVE DATE OF DECEMBER 16 1980.
0 20 B N 510006 0335 O FFEC E ,
(10.) TH
1 BOUNDARY SURVEY FOR THE SUBDIVISION IS BASED ON FIELD SURVEYS E
PERFORMED BY THIS SURVEYOR ON OR BEFORE JUNE 9, 1997. THIS PLAT HAS
BEEN PREPARED UTILIZING THE "MOUNTAIN VALLEY RESIDENTIAL SUBDIVISION"
PLAN, LAST REVISION DATE OF MAY 24,2004; PREPARED BY THE TIMMONS GROUP
LOCATED IN RICHMOND, VIRGINIA.
(11.) TAX, MAP PARCEL 08900-00-00-073C1 SHOWN HEREON AND DESCRIBED AS
"TRACT 5" IN DEED BOOK 77, PAGE 376, MAY BE SUBJECT TO BURIAL RIGHTS AND
INGRESS AND EGRESS FOR THE PURPOSE OF BURIAL, AS RESERVED BY ADELINE
BELL, ET -AL IN DEED BOOK 163, PAGE 284. NO VISIBLE EVIDENCE OF A CEMETERY
WAS FOUND BY THIS SURVEYOR WITHIN SAID TRACT.
(12.) THE CEMETERY TRACT (0.5000 ACRES) SHOWN HEREON WAS RESERVED BY
THE HEIRS OF LEWIS JAMES MADDOX BY DEED RECORDED IN DEED BOOK 260,
PAGE 415. SAID CEMETERY TRACT IS NOT A PORTION OF MOUNTAIN VALLEY
SUBDIVISION. THE BOUNDS OF THE CEMETERY TRACT SHOWN HEREON WERE
RECREATED AS PER THE RECORD DESCRIPTION IN DEED BOOK 260, PAGE 415. NO
ROADWAY OR VISIBLE TRAVEL -WAY TO THE CEMETERY WAS FOUND IN THE
COURSE OF THIS SURVEY, THE ACCESS TO THE CEMETERY TRACT SHALL BE
LIMITED TO AMBROSE COMMONS DRIVE (50' PUBLIC RIGHT OF WAY.)
(13.) THE STREAM BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE
WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
(14.) LOTS 34-37 SHALL ACCESS FROM RIDGETO'P DRIVE AS SHOWN HEREON.
(15.) THE DEVELOPER RESERVES A 10' DRAINAGE AND UTILITY ALONG ALL LOT
LINES. .
(16.) ALBEMARLE COUNTY SERVICE AUTHORITY IS TO BE GRANTED FEE SIMPLE
TITLE TO THE TANK LOT, CONTAINING 1.8961 ACRES
(17.) ALL RESIDENTIAL LOTS CONTAIN 30,000 SQUARE FEET OF BUILDABLE AREA IN
SLOPES LESS THAN 25%. ALL LOTS ARE TO BE SERVED BY PRIVATE WELLS AND
SEPTIC SYSTEMS.
(18.) ONE RESIDENTIAL DWELLING PER LOT MAXIMUM, DWELLINGS MAY BE
SUBJECT TO AN "ACCESSORY APARTMENT" AS PROVIDED BY THE ALBEMARLE
COUNTY ZONING ORDINANCE.
(19.) NO FURTHER SUBDIVISION OF THE LOTS SHOWN HEREON MAY OCCUR
WITHOUT COUNTY APPROVAL.
(20.) THIS SURVEY IS PREPARED FOR: BEIGHTS DEVELOPMENT CORPORATION
(21.) TAX MAP PARCELS 08900-00-00-07380 & 08900-00-00-073C1 EACH HAVE FIVE (5)
DEVELOPMENT RIGHTS.
(22..) ALL WATER LINE EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT
LOCATION OF WATER LINES AND WATER STRUCTURES AS THEY EXIST.
ALBEMARLE COUNTY APPROVAL
ALBEMARLE R OUNTY PLANNING COMMISSION
DESIGNATED AGENT 04F� DATE
P
J , T' '
= DRAINAGE EASEMENT DEDICATED TO PUBLIC USE
= WATER LINE EASEMENT DEDICATED TO A.C.S.A.
= POINT IN LAKE
A16
=ABANDONED
D/E
= DRAINAGE EASEMENT
--- " --
= SETBACK LINE
A.C.S.A.
= ALBEMARLE COUNTY SERVICE AUTHORITY
i;D TO BE ABANDONED
JANUARYE:K-_-j = ELECTRICAL TRANSMISSION TOWER
M wagm• �'
•: ` 'r r'r 1:•ii 111 11 ! 1
004
MARCH IIS(COUNTY COMMENTS)
JUNE 25,2005 (REVISED)
JULY 22, i i
t 335 �
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SURTETOAIS-
1,
VIRGINIA, III♦ • HEREBY CERTIFY THAT THE
PROPERTY HEREON
• SAME
PROPERTY ,r BY EVERGREEN ; , COMPANY i DEED RECORDED
! t
BOOK 3033, PAGE 269 AN D S HOWN ON TH E. PLAT I N DEED BOOK 1662, PAGE 700; LESS
AND EXCEPT PARCEL rDEED BOOKa• PAGE 681, (PLAT)
kCLERKS
OFFICE OF
. CIRCUIT COURT ALBEMARLE
' r1 r C * VIRGINIA
.L 1. THAT I
HAVE
CAREFULLY SURVEYED THE PROPERTY DELINEATED ON THIS PLAT AND IT IS CORRECT
TO THE BEST OF MY KNOWLEDGE.
sli op L
QG. V. "YO V HUGHESIr"
NO. 1458
bk 1L
KIRK HUGHES •
ASSOCIATES
LAND
SURVEYORS
r PLANNERS
220 EAST r
CHARLOTTESVILLE,
;r l 22902
(434) 296-6942
L
1. OWNERS: EVERGREEN ANDCOMPANY
08900-00-00-07300,
2. PR PERTY TAX MAP PARCEL IDENTIFICATION:
O
- - 0-00-073C1 AND
08900 QQ-Q0-073A 08900-00-00-07330 00-07380 08900-00-00 Q73C0 08900 Q
- - - f f f f
08900 00 00 073DO
(3.) PRESENT ZONING: RURAL AREAS
4AMBROSE COMMONS DRIVE 509
RIGHT-OF-WAY SHOWN HEREONCONTAIN
1 PUBLIC USE.
4 RE OR LESS AND i T BE DEDICATED TO UB
14,494 ACRES MORE S O
(5,) ALL DRAINAGE, UTILITY, AND STORM WATER MANAGEMENT EASEMENTS AS
WILL BE NECESSARY TOPROPERLY MAINTAIN THE PUBLIC ROADSANDUTILITIES
IS HEREBY RESERVED BY THE DEVELOPER. IF AFTER CONSTRUCTION ANY UTILITY
DRAINAGE, AND/OR STORM WATER MANAGEMENT EASEMENT BECOMES
UNNECESSARY OR REQUIRES A REVISED=LOCATION BASED UPON ASBUILT
CONDITIONS, IT IS THE DEVELOPER'S INTENT TO RESERVE THE RIGHT TO RECORD
SUCH CORRECTION P N NTY APPROVAL.
UPON COUNTY
(6.) DRAINAGE EASEMENTS SHOWN HEREON ARE VARIED IN WIDTH AND SHALL BE
CENTERED OVER ALL WATERCOURSES AND DRAINAGE STRUCTURES. DRAINAGE
T CULVERTS, STRUCTURES CONSIST OF BUT ARE NOT LIMITED O CULVE T PAVED DITCHES,
IT DRAINAGE EASEMENTS DEDICATED AND INLETS. THE LIMITS THE DRAIN SEMS S ATD TO PUBLIC G E C E
USE ARE TO BE PLATTED BASED UPON THE AS -BUILT SURVEY LOCATION.
(7_) UNLESS OTHERWISE INDICATED HEREON THE LOCATION OF STREAMS AND
LAKES ARE TAKEN FROM THE AERIAL PHOTOGRAMMETRY SURVEY PERFORMED
BY AIR SURVEY CORPORATION, STERLING, VIRGINIA AND PROVIDED TO THIS
OFFICE. AERIAL PHOTOGRAPHS ARE DATED MARCH 26, 1996.
(8,) BUILDING SETBACK ARE AS FOLLOWS:
FRONT YARD - 25 FEET
REAR YARD - 35 FEET
SIDE YARD - 25 FEET
(9.)
THIS PROPERTY LIES WITHIN FLOOD ZONE "C", 9
NOT A H.U. .
100 YEAR FLOOD
PLAIN, AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANELS 510006
2 AND B BOTH EFFECTIVE DATE OF DECEMBER 16 1980.
0 20 B N 510006 0335 O FFEC E ,
(10.) TH
1 BOUNDARY SURVEY FOR THE SUBDIVISION IS BASED ON FIELD SURVEYS E
PERFORMED BY THIS SURVEYOR ON OR BEFORE JUNE 9, 1997. THIS PLAT HAS
BEEN PREPARED UTILIZING THE "MOUNTAIN VALLEY RESIDENTIAL SUBDIVISION"
PLAN, LAST REVISION DATE OF MAY 24,2004; PREPARED BY THE TIMMONS GROUP
LOCATED IN RICHMOND, VIRGINIA.
(11.) TAX, MAP PARCEL 08900-00-00-073C1 SHOWN HEREON AND DESCRIBED AS
"TRACT 5" IN DEED BOOK 77, PAGE 376, MAY BE SUBJECT TO BURIAL RIGHTS AND
INGRESS AND EGRESS FOR THE PURPOSE OF BURIAL, AS RESERVED BY ADELINE
BELL, ET -AL IN DEED BOOK 163, PAGE 284. NO VISIBLE EVIDENCE OF A CEMETERY
WAS FOUND BY THIS SURVEYOR WITHIN SAID TRACT.
(12.) THE CEMETERY TRACT (0.5000 ACRES) SHOWN HEREON WAS RESERVED BY
THE HEIRS OF LEWIS JAMES MADDOX BY DEED RECORDED IN DEED BOOK 260,
PAGE 415. SAID CEMETERY TRACT IS NOT A PORTION OF MOUNTAIN VALLEY
SUBDIVISION. THE BOUNDS OF THE CEMETERY TRACT SHOWN HEREON WERE
RECREATED AS PER THE RECORD DESCRIPTION IN DEED BOOK 260, PAGE 415. NO
ROADWAY OR VISIBLE TRAVEL -WAY TO THE CEMETERY WAS FOUND IN THE
COURSE OF THIS SURVEY, THE ACCESS TO THE CEMETERY TRACT SHALL BE
LIMITED TO AMBROSE COMMONS DRIVE (50' PUBLIC RIGHT OF WAY.)
(13.) THE STREAM BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE
WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
(14.) LOTS 34-37 SHALL ACCESS FROM RIDGETO'P DRIVE AS SHOWN HEREON.
(15.) THE DEVELOPER RESERVES A 10' DRAINAGE AND UTILITY ALONG ALL LOT
LINES. .
(16.) ALBEMARLE COUNTY SERVICE AUTHORITY IS TO BE GRANTED FEE SIMPLE
TITLE TO THE TANK LOT, CONTAINING 1.8961 ACRES
(17.) ALL RESIDENTIAL LOTS CONTAIN 30,000 SQUARE FEET OF BUILDABLE AREA IN
SLOPES LESS THAN 25%. ALL LOTS ARE TO BE SERVED BY PRIVATE WELLS AND
SEPTIC SYSTEMS.
(18.) ONE RESIDENTIAL DWELLING PER LOT MAXIMUM, DWELLINGS MAY BE
SUBJECT TO AN "ACCESSORY APARTMENT" AS PROVIDED BY THE ALBEMARLE
COUNTY ZONING ORDINANCE.
(19.) NO FURTHER SUBDIVISION OF THE LOTS SHOWN HEREON MAY OCCUR
WITHOUT COUNTY APPROVAL.
(20.) THIS SURVEY IS PREPARED FOR: BEIGHTS DEVELOPMENT CORPORATION
(21.) TAX MAP PARCELS 08900-00-00-07380 & 08900-00-00-073C1 EACH HAVE FIVE (5)
DEVELOPMENT RIGHTS.
(22..) ALL WATER LINE EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT
LOCATION OF WATER LINES AND WATER STRUCTURES AS THEY EXIST.
ALBEMARLE COUNTY APPROVAL
ALBEMARLE R OUNTY PLANNING COMMISSION
DESIGNATED AGENT 04F� DATE
P
J , T' '
/ 0
as rum --mmw low&
l ; -n } m St I} (l1J�lVItN !
rn
LOT 35 )019 A 0
} t /_ 20 DR,�IiNAGE �, V, , 3
ol
EASEMENT
1®�
TMP 75-43
N/F LEWIS D. POND
DB. , PG. 148
DB. 49,1530PG. 144 (DESC)
01,
DB, 22, PG. 484 (DESC)
DB. 24, PG16 (DESC)
SURVEYORS BOOK 2, PG. 79-80 (PLATS)
N
Scale: 1 100'
100,
0 100, 200' 300'
N 5 x.51'321, OXD J:�On,,o BIF-V
IPF
ry
50
N/F MICHAEL J. AND
KATHERIN MCMAHAN
TMP 76N-15
IPF
LOT 7
Tract 3
DB, 876, PG. 620 (PLAT)
27.6125 ACRES
IPF
S
"SHERWOOD FARI,,AS"
IPF
DS, 967, PG. 99 (PLAT)
1,A 13 R 0 S E C 0 444401V
DB. 29 1, M 392 (PLA 1)
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VDOT C71 TO "[36"
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E7
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Live
0
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SHrzrT 97n-F-fg
TMP 89-73B
Z�
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0
01
LOT 14
to
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4.3904 ACRES
00
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------
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SIE & DIE
LOT 18 4.3686 ACRES
V4
N 45008-04" E 374
6
•142-37'
5.7183 ACRES
L3
3 .13' ot
K2
5'VEPCO EASEMENT
050 33 15806'.
---- —140.82�
VDOT
DB. 899, PG- 292,293 (PLAT)
zi 41-16'47" W 268.88'
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& DIE e)
51
N 41016'47" E 268.88'
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ACCESS
2
0
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LOT
26
17
TO
52
EASEMENT
w
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VDOT 1
Ll 6)
00
4.2852 ACRES M
o
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ACCESS
ACCESS
ENT m -01
SIE & DIE
r. 0
b/E & D/
It
U)
L
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Lo"T 27
TO CA
.� ��
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.� - _ __` �_ -
7.0750 ACRES
0
L5 143
L4
IRF
M17 -2-1iA 4j
20'VEPCO EASEMENT
s
aZ4
.43'
✓13
TANK LOT 25
DB. 2548, PG. 528, 536 (PLAT)
(CENTERED ON EXISTING ROAD
ro.
-'"LOT
ui
6Z9.57-Zz�
1.8961 ACRES 2.5577 ACRES
FROM POINTS 1, 2, TO 3)
CV (SEE SHEET 10)
x
LOT 24
A>
WATER TANK EASEMENT
Co
D.B. 2886, PG. 239,244 (PLAT)
Co
---- ---
----------
----
21'INGRESSAND EGRESS EASEMENT
1j4.9o,
DB. 1243,PG. 429
DB. 1343, PG. 14
X
(PLAT)
IPF IN
(TO BE VACATED & ABANDONED
STUMP HOLEFROM
83'
POINTS 1, 2, TO 3)
5,6,
014'
(SEE SHEET 10)
w
Z3'
.00,
20' WATERLINE EASEMENT
D. B. 2886, PG. 239, 244 (PLAT)
TMP 89-95
NIF LIBERIA DEVELOPMENT CORPORATION
DB. 625, Pg, 139
1313. 620, Pg, 581
TMP 89-74
DB. 498, PG. 213 (PLAT)
NIF JOANN M. AND EARL T. WHITE
DB. 21, PG. 481 (DESC)
DB. 959, PG. 9 20' WATERLINE
DB. 738, PG. 663 (PLAT) EASEMENT
DB. 816, PG. 64 (PLAT)
WB. 10, Pg. 5 (PLAT)
D.B. 2638, PG. 621 (PLAT)
jt
0
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100, 0 100, 200'
300'
SRr=r=T 9 OF 16
z
0
Scale: 1" 100'
109 0 lou 209 300,
ti
TMP 89-72
N/F BENJAMIN P.A. AND TERRY G. WARTHEN
DB. 1283, PG, 17
D6. 739, PG, 386 (PLAT)
DB. 63, PG. 12 (PLAT)
WB. 28, PG. 221 (PLAT)
S
0
50' PRIVATE ACCESS EASEMENT
NUMBER
BEARING
DISTANCE
L970
S 74001'09" E
91.31'
L971
S 74006'14" E
83.90'
L972
S 78043'34" E
73.38'
L973
S 83022'55" E
34.87'
L974
S 7941'50" E
58.74'
LL975
S 71'54'23" E
76-59'
z
11
C
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a
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C)
50,6'320w
O
Cb
0
C5
IPF
TMP 8u&v%,73rbm%
14.6813 ACRES
TMP 89-72A (SEE NOTE #21)
NIF BENJAMIN P.A. AND TERRY G. WARTHEN
DB. 1283, PG. 17
DB. 739, PG. 392 (PLAT)
0 ci
A
0
0
20' JOINT ACCESS/
EASEMENT
................ Az)
--'N 37'41,12" E
21' INGRESS AND EGRESS EASEMENT 175.00'
DB. 1243, PG. 429
DB. 1343 PG. 14 (PLAT)
(10 BE VACATED & ABANDONED
I
69- 5610
1353,
.00,'—
10.0000 ACRES
(SEE NOTE #21)
FROM POINTS 1, 2, TO 3) 0
(SEE SHEET 9)
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am
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STONE PILE
TMP 89-8D
NIFSUSAN W.DAVENPORT
QB. 1057.PG�706
/
DB. 483PG. 4980PLA7
'
DB. 205 PG. 278-279(PLAJ)
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TMP 80-72
NAFBENJAMIN P.A.AND TERRY GiWARTHEN
DB. 12B3'PG. l7
D&738.PG. 3DO(PLAJ)
DB. 63, PG. 12 (PLAT)
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CHORD
Cl
21°34'22"
475.00
178.85
90.49
N 33041'23" W
177.79
C2
46'23'36'
475.00
394.62
203.55
N 67040'22" W
374.19
C3
35018'47"
510.00
314.33
162.34
N 73012'46" W
309.38
C4
18'50'49"
775.00
254.93
128.63
N 64058'47" W
253.78
C5
23°13'50"
725.00
293.95
149.02
N 86001'07" W
291.94
C6
10011,001,
375.00
66.65
33.41
S 87027'28" W
66.56
C7
41'21'49"
375.00
270.72
141.56
N 66'46'08" W
264.88
C8
22°42'51"
175,00
148.66
75.32
N 57026'39" W
147.69
C9
-375.00
05041'17"
375.00
37.23
18.63
N 71038'42" W
37.21
C 1
10026'37"
525.00
95.69
47.98
N 69016'02" W
95.56
Cil
18"24'43"
525.00
168.71
85.09
N 54050'23" W
167.98
C12
135°51'39"
165.00
39125
406.97
S 66'26'09" W
305.82
C13
36058'48"
165.00
106.49
55.18
S 19'59'04" E
104.66
C14
155059'54"
130.00
353.95
611.56
S 39'31'29" W
254.32
C15
80'27'24"
145.00
203.61
122.66
S 77'1744" W
187,29
C16
59'13'01"
145.00
149-.86
82.40
S 0702732" W
143.28
C17
31042'35"
145.00
80.25
41.18
S 38'00'16" E
79,23
C18
65056'28'
95.00
109.33
61.62
S 20053'20" E
103.40
C19
23058'03"
161.00
67.35
34.17
S 00'05'53" W
66.86
C20
94'52'07"
161.00
266.58
175.30
S 59'19'12" E
237.15
C21
35055'47"
402.00
252.09
130.35
S 88047'22" E
247.98
C22
73'19'58"
402.00
514.52
299.27
S 34009'30" E
480.11
C23
43005'50"
150.00
112.83
59.23
S 24003'24" W
110.19
C24
40'27'25"
187.00
132.04
68.91
S 25o22'37" W
129.32
C25
44'33'35"
187.00
145.43
76.62
S 1700754" E
141.79
C26
26022'14"
275.00
126.57
64.43
S 26013'34" E
125.46
C27
20o37'39"
475.00
171.01
86.44
S 02043'38" E
170.09
C28
10051'48"
475.00
90.06
145.17
S 13°01'06" W
89.93
C29
61018'33"
305,00
326.36
180.77
S 49'06'17" W
311.02
C30
84°05'11"
225.00
330.21
202.90
S 37'42'57" W
301.36
C31
12051'46"
225.00
50.51
25.36
S 10°45'31" E
50.41
C32
58028'11"
325,00
331.66
181.90
S 12°02'41" W
317.45
C33
37"00'55"
125.00
80.75
41.84
S 5904715" W
79.36
C34
33009'38"
325.00
188.10
96.76
S 61 '42'53" W
185.48
C35
39018'04"
275.00
188.63
98.20
S 25"29'02" W
184,96
C36
06012'54"
525.00
56.95
28.50
S 08056'27" W
56.92
C37
15'1 5'22'
525.00
139.79
70.31
S 19040'35" W
139.38
C38
28040'40"
775.00
387.90
198.11
S 41'38'36" W
383.87
C39
46"49'35"
40.00
32.69
1732
S 79023'43" W
31.79
C40
57046'09"
55.00
55.45
30.34
S 73055'26" W
53.14
C41
74'43'04"
55.00
71.72
41.99
S 07'40'50" W
66.75
C42
49017"11"
55.00
.47.31
.25.23
S 54019'18" E
45.87
C43 _[91-52'46-
142°33'41"
55.00
88.20
1,
E
79.05
MkL
NUMBER
BEARING-
DISTANCE
Ll
N 45'31'26" E
50.00'
L2
S 3802828" E
24.81'
L3
N 62'28'34" W
13.71'
L4
S 37'04'02" W
9.53'
L5
S 53051'34" E
11.80,
L6
N 53'51'34" W
11.80,
L7
N 37004'02" E
9.53'
L8
S 62'28'34" E
13.71'
L9
N 38'28'28" W
24.81'
L10
S 52'42'17" W
77.65'
Lll
S 38'57'58" W
15.10'
L12
S 05026'06" W
79.15'
L13
S 43004'41" E
20.44'
L14
S 02°28'11° W
73.37'
L15
S 42'57'10" W
60.93'
L16
N 60004'52" E
59.52'
NO.
DELTA
RADIUS
ARC
TANGENT
CHORD BEARING
CHORD
C44
46'49'35"
40.00
32.69
17.32
N 32'34'09" E
31.79
C45-
14020'20"
825.00
206.47
103.77
N 48048'46" E
205.93
C46
14020'20"
825.00
206.47
103.77
N 34028'26" E
205.93
C47
16'01'44"
575.00
160.86
80,96
N 19'17'24" E
160.34
C48
05'26'32"
575.00
54,62
27,33
N 08'33'16" E
54.60
C49
39°18'04"
225.00
154.34
80,34
N 25029'02" E
151.33
C50
33'09'38"
275.00
159.16
81.88
N 61'42'53" E
156.95
C51
37'00'55"
175,00
113.06
58.58
N 59o47'14" E
111.10
C52
11,19,191,
375.00
74.10
37.17
N 35'37'08" E
73.98
C53
47008'52"
375.00
308.58
163,63
N 06'23'02" E
299.95
C54
50°0023"
175.00
152.74
81.62
N 07048'47" E
147.93
C55
46056'34"
175.00
143.38
75.99
N 56'17'16" E
139.40
C56
61'18'33"
355.00
379.87
210.40
N 49°06'16"E
362.00
C57
28'00'07"
525.00
256.58
130.91
N 04'26'57" E
254.04
C58
03029'20"
525,00
31.97
15.99
N 11'1747" W
31.96
C59
26022'14"
325,00
149.58
76.14
N 26°13'34" W
148.27
C60
6301029"
137,00
151.06
84.24
N 07049'26" W
143.52
C61
21°50'31"
137,00
52.23
26.43
N 34°41'03" E
51.91
C62
43005'50"
200.00
150.44
78.98
N 24'03'24" E
146.92
C63
14'44'08"
452.00
116.25
58.45
N 04°51'35" W
115.93
C64
25047'33"
452.00
203.47
103.49
N 25'07'25" W
201.76
C65
68044'04"
452.00
542.24
309.11
N 72o23'14" W
510.30
C66
65037'52"
111.00
127.15
71.58
N 73056'20" W
120.31
C67-
53'12'18",
111.00
103.07
55.59
N 14°31'15" W
99.41
C68
65'56'28"
145.00
166.88
94.06
N 20'53'20" W
157.82
C69
90'55'36"
95.00
150.76
96.55
N 08023*46" W
135.43
C70
80027'24"
95.00
133.40
80.36
N 7701744" E
122.71
C71
155'59'54"
180.00
490.08
846.77
39*31'29" E
352.13
C72
172'50'27"
115.00
346.91
1838.33
-N
N 47o56'46" E
229.55
C73
28051'20"
575.00
289.58
147.93
S 60°03'41" E
286.53
C74
28024'08"
325,00
161.11
82.24
S 60°17'17" E
159.46
C75
51032'49"
425,00
382.36
205.21
S 71'51'38" E
369.59
C76
23°13'50"
675.00
273.68
138.75
S 86001'07" E
271.81
C77
18'50'49"
725,00
238.48
120.33
S 64'58'48" E
237.41
C78
35018'47"
560.00
345.14
178.25
S 73012'46" E
339.71
C79
46023'36"
425.00
344.13
182.13
S 67040'22" E
334.81
C80
97°10'51"
25.00
42.40
28.35
S 04°06'51" W
37.50
C81
17'58'32"
475,00
149.02
75.13
S 61 °41'33" W
148.41
C82
17°34'21"
615.00
188.62
95.06
S 61053'39" W
187.88
C83
14'08'30"
615,00
151.79
76.28
S 4600213" W
151.41
C84
70o31'43"
25.00
30.77
17.68
S 74'13'49" W
28.87
C85
107058'02"
50.00
94.22
68.78
S 55'30'40" W
80.88
C86 _
142°33'41"
11]
124.41 _
1147.55
S69 -
'45'11 " E
94.71
(Bto
(M2 to
M3to
(M4 to
to
1�7W,A
Mm
Wm
NUMBER
BEARING
DISTANCE
L844
EAST
59.16'
L845
SOUTH
229,29'
L846
SOUTH
123.18'
L847
WEST
29.63'
L848
S 7360326" W
88.20'
L849
S 50'20'37" W
38.06'
L850
S 41'58'45" W
39.62'
L851
S 36'16'05" W
81.76'
L852
S 21031'29" W
205.72
L853
S 16'35'20" W
82.05'
L854
S 16'35'20" W
59.39'
L855
S 16035'20" W
179.46'
L856
N 60041'48" W
117.81'
L857
S 29'1812" W
250.11'
L858
S 00046'25" W
31.97'
L859
S 18'11'50" E
51.98,
L860
S 41'05'54" E
29.52'
L861
S 27024'41" E
54.66'
L862
S 03047'07" W
95.17'
L863
S 39058'13" W
36.29'
L864
S 89'41'42" W
70.87'
L865
N 27'33'04" W
137.91'
L866
N 30'34'06" W
81.86'
L867
N 35'24'10" W
114.47'
L868
N 58" 16'11 " W
38.72'
L869
N 49°54'16" W
37.37'
L870
N 30008'34" W
22.64'
L871
NORTH
59.38'
L872
N 78016'35" E
18.67'
L873
N 78016'35" E
66.69'
L874
N 65004'18" E
33.98'
L875
N 48'57'47" E
29.69'
L876
N 20'19'56" E
166.83'
L877
N 13'54'22" E
14.66'______
L878
N 40601'14" E
88.081
L879
N 81 "53'47" E
42.60'
L880
N 16016'13" E
48.34'
L881
N 11'32'59" E
12.54'
L882
N 11 "32'59" E
68.79'
L883
N 17036'54" E
43.84'
L884
N 23°13'31" E
66.27'
L885
N 18°11'47" E
46.02'
L886
N 04005'04" E
48.04'
L887
N 17'38'34" W
43.49'
L888
N 31024'56" W
21.31'
L889
N 31 '24'56" W
20.28'
L890
N 43°53'41" W
29.40'
L891
N 49'58'56" W
26,92'
L892
N 62°41'41" W
28.15'
L893
N 72°24'31" W
26.59'
L894
N 76`55'35'° W
27.93'
L895
N 53058'25" W
32,37'
L896
N 50*30'35" W
42.39'
L897
N 72052'08" W
65.29'
L898
N 27050'24" E
72.39'
L899
N 01'01'01 " W
31.08'
L900
N 11'28'54" W
33.18'
L901
N 46o44'54" W
32.16'
L902
N 46044'54" W
6.33'
L903
N 56'04'25" W
69.97'
L904
N 14010'06"W
99.02'
L905
N 38-33'33" W 174.567d
ONTINUED IN NEXT COLUMN
(M9 t019 -
to
SWM / BMP EASEMENT
LINE TABLE
NUMBER
BEARING
DISTANCE
L906
S 87042'35" W
143.14'
L907
S 89'03'30" W
135.93'
L908
S 85029'43" W
96.02'
L909
S 79048'29" W
49.78'
L910
S 72'58'45" W
37,32'
L911
S 64'29'08" W
15.95'
L912
S 35'42'29" W
28.69'
L913
S 47015'46" W
66.02'
L914
N 46-06'38" W
49.52'
L915
N 46'06'38" W
7.04'
L916
N 12°20'01 " E
22.29'
L917
N 20°46'31" E
52.91'
L918
N 29047'55" E
20.53'
L919
N 42'14'58" E
74.02'
L920
N 58026'35" E
21.86'
L921
N 74'01'53" E
65.83'
L922
N 63'39'30" E
56.28'
L923
N 43-29'58" E
36.45'
L924
N 01'40'40" E
50.36'
L925
N 26002'46" W
89.41'
L926
N 60'26'03" E
75.04'
L927
S 49'27'33" E
144.06'
L928
S 34o27'12" E
37.56'
L929
S 69043'36" E
19.47'
L930
N 78041'44" E
42.80'
L931
85021'46" E
115.38'
L932
-N
S 83032'08" E
61.57'
L933
S 73"19'35" E
30.27'
L934
S 80-04'46"E
53.83'
L935
S 59-09-19" E
51.107'
L936
S 06015'50" W
88.58'
L937
S 33'15'57" E
33.04'
L938
S 33015'57" E
2.22'
L939
S 61'26'07" E
88.67'
L940
S 64057'40" E
229.96'
L941
S 58'41'40" E
158.19,
L942
N 81053'32" E 1246.43'
ZA
E3 to (M )14 --
SWM #2
BEARING
DISTANCE
N 25'1759" E
26.82'
S 82025'50" E
45.22'
S 32045'26" E
44.26'
W 8828'10" W
67.75'
N 36'09'09" W
21.21'
SWM #3
BEARING .
DISTANCE
N 32042'39" W
39.64'
N 73'49'44" E
60.02'
S 160 1016" E
38.00'
S73-49
I I
SWM #4
BEARING
DISTANCE
N 83°33'31" W
30.28'
S 11 04746" W
35.97'
N 78012'14" W
66.00'
N 11 04746" E
29.79'
N 11'47'46" E
20.09'
S 78012'14" E
66.00'
S 11 04746" W
13.90'
SWM #5
BEARING
DISTANCE
S 33'39'08" E
10.00,
S 61 °25'16" W
73.62'
N 28034'44" W
49.00'
N 54-1127" E
69,05'
I -S 33039'08" E
47.92'
SWM #5 ACCESS EASEMENT
SWM #7
BEARING
DISTANCE
S 62.41'44" E
10.15'
S 27'1816" W
51.00,
N 62'41'44" W
72.00'
N 27-18'16" E
51.00'
S 62-41'4
63.32'
SWM #7 ACCESS EASEMENT
DELTA RADIUS ARC TANGENT BEARING DISTANCE
N 62041'44" W 12.35'
Oto& 80-02'20" 125.00 174.62 104.96 S 77°17'06" W
S 37015'56" W 117.65'
DELTA RADIUS ARC TANGENT BEARING --DISTANCE
DISTANCE
N 0005210" W
5.29'
43'42'44" 36.05 27.50 14.46 N 17'24'22" E
26.84
N 39015'44" E
15.91,
72'54'51" 40.00 50.90 29.55 N 02048'18" E
47.54
3 'o W
63.32'
EN3 E398""_
S 56'20'52
22
SWM #6
BEARING
DISTANCE
S 43o21'07 W
10.00,
N 46'38'53" W
51,00'
N 43021'07" E
72.00'
S 46o38'53" E
51.00'
18 43'21'07" W
62.00'
SWM #6 ACCESS EASEMENT
eto&-
DELTA RADIUS ARC TANGENT BEARING
DISTANCE
N 62°41'44" W
13.54'
78052'21" 45.00 61.95 37.01 N 23015'34" W
57.17
N 16'10'36" E
.58.95,
62'49'29' 10.00 10.96 6.11 N 15 14'08" W
10.42