SB0018AA. 5. JAM15ON 5UKVEY A55T. NO. 6742
_7
F� RA.5URVEY AST. NO, 1476
5L7
1/2" IRS Match Lfric A
POINT OF
24.37' BEGINNING
LL66
Temporary Drainage
Deteition. Eosemen,
D C" Do c � No, 20 4 -56401 OPRD
6Z
(Off -site portion to 15 Drainage
Easement 10' Min b\� / A
100 Year Fully Developed L C22
- - - - - -
Floodplain tine Per Fl=d - - - - CIV/
C\1 C-,
Study Letter Report By L - - - - - - - - - F.F.
A L27 p. 15' Drainage Easement
Aqua -Terra Engineering I
,-- Y-1 Elev�=549.50
Q9 - -_ W
ts Dated May 20, 2014 Consultant By Separate Document
Doc. No. 2015-28917
82
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f Sanita,y Setter
6 Do:., No. 2014-56405
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tt C11t, 19, toil,
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& Detention cesemen,
i / Min. F.F.
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EI
Dec.
No, 2014 564GI 0PRDCT
(or, site corflan to be
OA 5
abandoned by this piaQ
Lac rle Gas
2010 as&merjt
25' Landscape
S_X Mir, F.E Q,Dvi Space
Elov.=549,5K Lot 3, Bllod� X
Ix 41 1
ff I
Cal N 73*3525" W
26.58'
186.01
9
N 61-26'08: )J�l
36.93' 20'x20' Atmos
A
7 Gas Easement Instrument
Lot 5. 5100k A S 79`2645� W . .. .................................................. VAM Easement 13 No. 2010-105712
•
WESTFORK CROSSINC5 ADDITION 46.83' Gee Road ROW
Doc. No. =2-95 OPIZDCT L52 AP
N 111D/31) VY
,-1 m83,022 SF 1.906 X
5U8' C9 icr Dedicated In Fee Simple
P31�6' S 141 *554 To The Town Of Prosper
I
Lot 3,
217.
Block X 15' Drainage
j try Easement RIPN" 7.8 1
It / /— - - - -R.00, W4--- - i
25, CIO
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p -64.j6, �r*l I IT 9l
Drainage 02 PIt cl�
30' 130 84'
Min. R F.
Detention Easement _Zt C'i
t vs
L46 Z
> 6
7 20, &X
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7_� CID DOC. Na. 0
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8
10 ___J_ 1 -ase
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, erne
18.97' cli 105
709
'29,
60. 9 SW, *ffW
I rn I
t-V 37, C� I 1 0 71' R.O.W. 15' Drainage Easement
.00, �o Drive Access —Dedication
_1 To BeAbandoned
@ 61. M -C-4
By this plot
55, 14.40'
V, S 475449' E .00 000'
I Q / / 1 0 -1 1 2.5' Drainage qiicr Sewer Em—
I 1 00 90.40 Uzi 47,58' 1 t_1
1.10 1 1 \ Easement
5 0.24' S77?j,,31.E 61,74, 34 84 — — I \ \ Doc- No. 2014-56405
N 88'0106" E L 15'
45.91'
n nn�. - - - - - 1-32'
67,52 L32,
Elev.--549.50
C L43
& r4 4 VAM Easement
IrI1 - - - - - L18 - - - - - - - - - - - - - -- 1===
C27 - - - - - - - -
20
.3
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5000, RKWA Y
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2 ACACIA PA
1 1 L
1018, 1 Lot 1
026--- - - - - - -
L Block X
45-- 3r
15' 8L
Sanitary Sewer �T_
/ 61,
Easement By 4
Separate Document 2,YBL
i CN
Doc. No. 2014-56405 No Drive Access
�6 �6 61.74 1 1 1 1
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470 , --- --- 1 130, nn, -4-
LI?
445
10 15.
tv 0 C5
7
100 Year Fully Developed >2 42' 1 f
Floodplain tine Per Flood Min. F.F.F - F. 2
Elev.=549.
Study Letter Report By 6091 S8037,40-E LO Cd
--- 0`1
TO
U.r. ___ ___ 64, 3.75
Aquo-Terra Engineering 30 84
Consultants Doted - 130,00,
C>
May 20, 2014 12 C14
20� L70
I C Fr -
Drainage and
ea VAM Easement I it
Floodway 13
A/ 0
ic U.E,
Easement 11> 3
3 34' 14
81 6 1.07' 15
C16 85'
15' Drainage 4.41' U-0 I
Easement 22 371.3�iy
Min, F.F. 5.3
Elex=549.50 46�22'Sir 1/2- IRS
14.02' 9,60, 6.86' C15 H.O.A. Easement 4
I "
21 1 cw�
, 59,79, 110,63' 13000,
N1.40'
25' Landscape
-NIP2,3' 9.
.57 Open Space
20 r-L
1�� 0 Lot Z Block X
Z�7
k!
19 no MNPSON0 RANCH
..!,> 5
10 t 1Vx11C U.E. t2t I? - I Z-.
L35--1 r J Z� PHASE 1A
18
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0oc. No. 2014-24e1 0FROCT
Cr 17 130.00,
rr tin N
15' Sanitary EI) 1 * T_� 1 1 -
11 Zb
16 x ,W
CV RO
5?
Sewer Easement
�ess 4� 9!1CR 0 20's Q�
6
UR7-
6161
to, Z7,��
4 13 SN,
201
91 ', 64
62' '09"
10, Min
0,
61
2.3 25'
7'
Min. F.F. f y 24 6�j \��_ �2: I
Z
Elev.=549.50 25 1�_ I i
1/2- IRS C14
1/2" IRS
L4
2Z-,-, �6'
'
Hit;'. r7ALING SUKVEY AI35+.;N0. 162a
1r>
23' 62.7 t 30� 8L
.10'� 5096 ALIN0CUKV_=YA135+,'N0.1615 TVO TEXAS
Doc. No. =2-5992
12
?J, 39, R,O.W.
8
10 Dedication
TVG TEXAS 927 1, LLC
Vc�-69 _- No. 2012OFrPCT
dr TV07 TEXAS 1, LLC 1/2- IRS
By
004:�. No. 2012-59927 0Mt"X;r DI
15' Water
Variable Width Street Easement rr 65-45'rtr
Easement By
C�)
By Separate Document I _;F
/ L- 1/2" IRS Separate Document
A,* I Lot 2,
Doc. No. 2015-28916 (0 Block X Doc, No. 2015-28918
23.05'
4
tr- 1/2" IRS
1/2" IF.
N %_ / 15' Water
A)
Easement By Variable Width Street Easement 87917'
I S 01'29'39` W,- ,
Separate Document By Separate Document I to a PK nail Md. (CM) Match
Doc. No, 2015-28918,-- Doc. No. 2015-28916 1 1
—n R
60 0 30 60 120
1 inch 60ft.
LOCATION MAP
Legend
11' ® low'
1/2' ms Iron Rod Set
NOTES.-
Iron Rod Found
ff�1.
Selling a portion of this addition by metes and bounds is a
violation of
Town ordinance and state law and is subject to fines and
withholding a Building Line Setback
of utilities and building permits.
Right Of Way
1 All corners are 1/2" iron rods with yellow plastic caps
stomped Drainoge Eosement
"SPIARSEENG RP 52527' unless otherwise noted,
S.S.E, Sanitary Sewer Easement-
3. All development will comply with Town of Prosper PD-40 Requirements.
4. All open space areas, Lot 1-3, Block X, to be owned and
maintained W.E. Water Easement
by the H.O.A.
U.E. Utility Easement
5, Lots 2 & 3, Block X, to be used for amenities, sidewalks,
trails, and
landscaping; Easements for these uses are granted by this plot. H-o.A- Home Owners Association
6. Fences adjacent to open space shall be ornamental metal. All other *ow Outside Town Limits
fencing shall be constructed of cedar, board on board, with
a top rail,
and shall be supported with galvanized steel posts. A common fence Street Name Change
stain color shall be established. Po- Denotes Lot Frontage To Street
7. Total amount of ROW dedicated 83,022 SF, 1.906 Acres. All ROW
dedicated to Town of Prosper in fee simple.
M No Drive Access
8. This property is not subject to the street tree agreement between
TVG 0 10'X10" Transformer Easement
Texas 1, LLC and the Town of Prosper.
9. Gee Road exists by prescriptive right—of—way, and is to be
abandoned Indicates 2' Side Setback
and re—routed by this plat.
SBOO18A G01,S17/S05,C48
270621 A0672A A. JAMISON TR 6,7, 3.376AC/PT
161457 A0079A BARNES TR 3,.07AC/PT
52786 A0079A BARNES TR 1, .07AC/PT
Lot 5umm. a17y Phsee, 3A
52778 A1675A SALI NGS TR 1, .09AC/PT
Type A (Min. 8,000 SF) 35
52642 A16287A H.D. SALING TR 1 4.2497AC/PT
Type B (Min. 9,000 SF) 9
52707 A1476A MEP&PRR TR 7, 14.084AC/PT
Type C (Min. 10,500 SF) 3
166633 A1476A MEPURR TR 6, 2.5303AC/ALL
Type D (Min. 12,500 SF) 0
Rear Property Line
Total 47
25' Rear BL (Typ.) --t—t
r
(20' w/30' Front BQ
---r r--14' Side T r 14' Side
I i I Setback I ! Setback
B-oundary Line Table
V-414011
"M
7 7*23'09
W
74*03'25"
W
N
77#20'15"
W
10,10
N
90*0000
E
N
63*5643"
E
Boundary Curve Table
7 9*57'19" W
76*440" W
3' Drainage, Access
and Maintenance,
Easement I l i 0
0 1 1 0 1 1 3' Drainage, Access
_J
and Maintenance
Easement
2' Drainage, Use, 2' Drainage, Use,
Maintenance and---1 i I
Maintenance and
Fence Easement Fence Easement
1 120', 25' & 30' Front BL
Front Property Line
STANDARD LOT =AIL
0 s : iD
Doc Nwiiibef-9011'
'4;
il" NiFes
Receipt
DUV
47 LOTS. "EL.` TO, PD-40 STANDARDS3
24.470 ACRES (1.92 UNITS/ACRE)
& 11
WNDSONLK; R"A N(";"H tCHASE 3A-1
24.470 ACRES OUT OF THE
P. BARNES SURVEY — ABSTRACT No. 79
ABSTRACT No. 1476
H.P. SALI�G SURVEY ABSTRACT No. 1628
J. SAUNG SURVEY #-- ABSTRACT No. 1675
TOWN OFPROSPER
DENTON COUNTYTEXAS
TVG IaAS 1, LLC
Spiars Engineering, Inc.
1001 Windsong Porkwoy South
765 Custer Rood, Suite 100
Prosper, Texos 75078
Piano, Texas 75075
Telephone (972) 347-9270
Telephone (972) 422-0077
Contact- David Blom
Contact- Mott Dorsett
SHEFT I OF 2
SEI JOB # 139-021 Scale 1" = 60' March 24, 2015
C
STATE OF TEXAS
COUNTY OF DENTON
BEGINNING at a 1/2" iron rod with plastic cap stamped 'SPIARSENG" set from which c PK nail found at the
intersection of Good Hope Road and Fish Trap Road bears N 75*10'46" E, 2379.89 feet;
THENCE around a curve to the right having a central angle of 38*40'08", a radius of 1400.00 feet, a chord of S
066'43'13" E 0.27.03 feet, an arc length of 944.86 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG"
set;
THENCE S 12136'51" W, 395.30 feet to a 1/2" iron rod with plastic cop stamped "SPtARSENG' set, from which a PK
nail found in the center of Gee Road, and being a southerly corner of said TVG Texas I tract, and being a northerly
corner of U.S. Highway 380, bears S 01'29'39 W, 1879.17 feet;
THENCE N 77'23209" W, 152.89 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
THENCE around a non -tangent curve to the right having a central angle of 10*14'41", a radius of 1845.00 feel,, a
chord of N 7957'19" W 329.45 feet, an arc length of 329.89 feet to a 1/2" iron rod with plastic cap stamped
"SPIARSENG" set;
THENCE around c non -tangent curve to the left having a central angle of 07'01'04% a radius of 2155.00 feet, o
chord of N 76'44'50" W -- 263-78 feet, an arc length of 263.95 feet to a 1/2" iron rod with plastic COD stamped
"SPIARSENG" set;
THENCE N 77*20'15" W, 154.26 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
THENCE N 12*39'45" E, 1108.14 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
THENCE EAST, 609.98 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" set;
THENCE N 63*5643" E, 60.00 feet to the POINT OF BEGINNING with the subject tract containing 1,065,931 square
feet or 24.470 acres of land.
That TVG TEXAS 1, LLC, acting herein by and through its duly authorized officers, does hereby certify and adopt this
plot designating the herein above described property as WINDSONG RANCH PHASE 3A-1, an addition to the Town of
Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. TVG TEXAS 1,
LLC, does herein certify the following:
1. The streets and alleys are dedicated for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances.
3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes
indicated on this plot.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over
or across the easements as shown, except that landscape improvements may be placed in landscape easements if
approved by the Town of Prosper.
5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused
by maintenance or repair.
6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use
or using the same unless the easement limits the use to particular utilities, said use by public utilities being
subordinate to the public's and Town of Prosper's use thereof.
7. The Town of Prosper and public utilities shall have the right to remove and keep removed all or parts of any
buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with
the construction, maintenance, or efficiency of their respective systems in the easements.
8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from
their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading
meters, and adding to or removing all or parts of their respective systems without the necessity at any time
procuring permission from anyone.
9. All modifications to this document shall be by means of plot and approved by the Town of Prosper.
This plot approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper,
Texas.
IY4 'A
WITNESS, my hand, this the day of 2015
By. Terra Verde BP Manager, LLC
A Delaware limited liability company,
Its Managing Member
Y.
Name: D. -Crok-_Martin
Title: Manager
Address: 1001 Windsong Parkway South
Prosper, Texas 75078
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared D.
Craig Martin, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and
acknowledged to me that he executed the some for the p poses and co iderati s therein expressed and in the
capacity herein stated. lo#
GIVEN U DI` MY H D SEAL OF OFFICE this the day of 2015
Public,T' a L SaUsede
ate of Texas: W'commission Expires
09/0412018
SURVEYOR'S CERTIFICATE
Know Al; Men By These Presents. -
that Darren K. Brown, do hereby certify that I prepared this plot and the field notes made a part
thereof from an actual and accurate survey of the land and that the comer monuments shown thereon
were properly placed under my personal supervision, in accordance with the Subdivision Regulations of
the Town of Prosper, Texas,
Dated this the day of f-- 2015
_LF ------------ OF
Z
AR K. BR K D OWN
7
DARREN K. BROWN, R.P.L.S. NO. 5252 5252
STATE OF TEXAS
COUNTY OF COLUN
BEFORE ME, the undersigned, a Notary
Public in and for
The State of Texas, on
this day personally
appeared Darren K. Brown, known to me
to be the person
and officer whose name
is subscribed to the
foregoing instrument, and acknowledged
to me that he
executed the some for the purposes and
considerations therein expressed and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the I _$�"
day of
2015
JAMES BOND
rotor Public, State of Texas
p� PryDAVID
Notary PuOlic, State of Texas
my commission Expires
Septembef 14, 2016
CERTIFICATE OF APPROVAL
Approved this 31d day of December, 2013 by the Planning & Zoning Commission of the
Town of Prosper, Texas.
#
;.�
Planning & Zoning Commission Chair.
N F.40
.Town Secretary
W
Engineering Department
lo
Development Services Department
DRAINAGE, DETENTION AND ACCESS EASEMENT
THE STATE OF TEXAS
This plot is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject
to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and
assigns: The Lot 3, Block X, as shown on the plot is called "Drainage and Detention Easement". The
Drainage and Detention Easement within the limits of this addition, will remain open at all times and will
be maintained in a safe and sanitary condition by the owner of the lots that are traversed by or
adjacent to the Drainage and Detention Easement. The Town will not be responsible for the
maintenance and operation of said Easement or for any damage to private property or person that
results from conditions in the Easement, or for the control of erosion. No obstruction to the natural
flow of storm water run-off shall be permitted by construction of any type of building, fence, or any
other structure within the Drainage and Detention Easement, as herein above defined, unless approved
by the Town Engineer. Provided, however, it is understood that in the event it becomes necessary for
the Town to erect any type of drainage structure in order to improve the storm drainage that may be
occasioned by drainage in or adjacent to the subdivision, then in such event, the Town shall have the
right to enter upon the Drainage and Detention Easement at any point, or points, to investigate, survey
or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Each
property owner shall keep the Drainage and Detention Easement clean and free of debris, silt, and any
substance which would result in unsanitary conditions or obstruct the flow of water, and the Town shall
have the right of ingress and egress for the purpose of inspection and supervision of maintenance work
by the property owner to alleviate any undesirable conditions which may occur. The natural drainage
through the Drainage and Detention Easement is subject to storm water overflow and natural bank
erosion to an extent which cannot be definitely defined. The Town shall not be held liable for any
damages of any nature resulting from the occurrence of these natural phenomena, or resulting from
the failure of any structure or structures, within the easement.
This plot is hereby adopted by the Owners and approved by the Town of Prosper (Called 'Town") subject to
the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and
assigns: The Portion of Lot 3, Block X, as shown on the plot is called "Drainage and Floodway Easement"
and is the natural drainage channel crossing each lot. The existing creek or creeks traversing along the
Drainage and Floodway Easement within the limits of this addition, will remain as an open channel at all
times and will be maintained by the owners of the lot or lots that are traversed by or adjacent to the
drainage courses in the Drainage and Floodway Easement, The Town will not be responsible for the
maintenance and operation of said creek or creeks or for any damage to private property or person that
results from the flow of water along said creek, or for the control of erosion. No obstruction to the
natural flow of storm water run-off shall be permitted by construction of any type of building, fence, or
any other structure within the Drainage and Floodway Easement or the natural drainage channels, as herein
above defined. Provided it is understood that in the event it becomes necessary for the Town of erect or
consider erecting any type of drainage structure in order to improve the storm drainage that may be
occasioned by streets and alleys in or adjacent to the subdivision, then in such event, the Town shall have
the right to enter upon the Drainage and Floodway Easement at any point, or points, to investigate, survey
or to erect, construct, and maintain any drainage facility deemed necessary for drainage purposes, Each
property owner shall keep the natural drainage channels traversing or adjacent to his property clean and
free of debris, silt, and any substance which would result in unsanitary conditions or obstruct the flow of
water, and the Town shall have the right of ingress and egress for the purpose of inspection and
supervision of maintenance work by the property owner to alleviate any undesirable conditions which may
occur, The natural drainage through the Drainage and Floodway Easement, as in the case of all natural
channels, are subject to storm water overflow and natural bank erosion to an extent which cannot be
definitely defined. The Town shall not be held liable for any damages of any nature resulting from the
occurrence of these natural phenomena, or resulting from the failure of any structure or structures, within
the natural drainage channels. Building areas outside the Drainage and Floodway Easement line shall be
filled to a minimum elevation as shown on the plot. The minimum floor elevation for each lot shall be as
shown on the plat.
&M 6
Centerline Line Table
L 1111 Lenot?r
Ll 1 S 82*29'02" W 1 18.19'
L3 N 69'57'25" E 18 60' 1
C,vrvo#
`F'Iad:Vs
Delta
1 Longtn
Chord Boorin
Chord
C1 1
200.00'
15-1 V5 1
53,05'
S
69-18'31
E
52.80"
C2
2310.00' 1
3*38'59"
147.141
N
75*04'57"
W
147.12'
i
C3C1
16901160.00' 1
9-33'19"
1 281.844
1 S
78*02'07"
E
281.52'
z
.0'
0
17 '2055"
------------------
351 .24'
r-
N
03*556'24"
E 349.90'
C5 1
1367.94' 11
7.42"12"
i 183r092'
S
77'06'34"
E
183.78'
C6 1
2632.06'
0'58'4,3"
4.4.96t
N
73-44'49"
W i
44.96'
4"'7 )a,? nn' I i o-rv)l Rol' o-7 rio, P sor, P&
C8
i 500.00' i
34738
f 33. 1 -11'
i S 18*0525"
W
33.10'
C9
35 .50'
86*1222"
53.41'
S 63'05'25"
W
48.52'
C10
80.00'
23*4234"
33.10'
S 85*3941"
E
32,87'
C11
1160.00'
12*00'06"
242.98'
N 10*44'07"
W
242.54'
C12
204,82'
15*06'24"
54 *Do'
I N 24*14'39"
W I
53.85' I
Lot Line Table
Lino #
Direction
Length
L4
S
41 '44'39"
E
27.89'
L5
S
4811'05"
W
14.32'
L6
S
60*05'01 "
W
---
14.16'
L7
N
29*08'38"
W
14.31'
L8
N
55*22'40"
E
14.68'
L9
N
35*12'14!'
W
13.95'
Ll 0
N
48*2849"
E
10.92'
L1 1
N
43*13'34"
W
14.31'
Lot Line Table
Line #
Direction
Length
L12
N
46*39'28"
E
27.88'
Ll 3
N
53*1654"
E
13.95
Ll 4
N
21 '5823"
W
15.72'
Ll 5
N
63*05'25"
E
14.60'
Ll 6
S
39*19'37"
E
16.49'
L17
N
87 32'26"
W
33.79'
Ll 8
S
87*3226"
E
33.79'
Lot Curve Table
Curve #
P'Odivs
Delta
Length
Chord Bearing
Chord
C13
50.00'
159*17'21
139.01'
N 5523'20" E
98.37'
C14
50,00
299*36'25"
261.46'
S 22*03'47" W
50.30'
C15
1529.00'
9*11'15"
245.18'
S 77*51'05" E
244.92'
C16
2473.24'
1 *48'05"
77,75'
N 74*09'32" W
77.75'
C17
50.00'
150*20'02"
131.19'
S 22*06'14' E
96.67'
C18
50.00'
299*12'50"
261.11'
S 63*57'05" W
50.59'
C1 9 1
1373.73'
3*53'56"
93.48'
N 00*5425" W
93,46'
C20
3.50'
180*00'00-
11.00'
S 02*27'37" W
7.00'
I C21
3.50'
1 180'00' 00"
11.00'
N 02-27'35" E
7.00'
TEXAS CAPITAL BANK, NATIONAL ASSOCIATION
By.
�F"y illoci, Sr. Vice President
Lot
Area Table
Lot 51ork # 5cporc r-act,
Lot T 9pe,
1 A
8,943
A
2 A
8,716
A
-
3 A
10,327
A
4 A
4-
8,232
A
-----------
5 A
t 8,266
A
6 A
8,312
A
7 A
8,533
A
8 A
11,524
B
9 A
17,009
B
10 i A
y10,115
B
11 1 A
1 8,942
A
12 A
2 8,609
A
13 11 A
8,662
A
14 A
8,692
A
15 A
------- T_
15124
C
16 A
10, 435
B
i
17 A
8,493
A
18 A
8,466
A
19 A
8,420
A
20 A
I 1
1 8,429
A
Lot
Area Table
51ook
ScIvoro Foot
Tie
21
A
1 8,762
A
22
A
1"n, �,Qor,/_n
10,962
B
23
A
8,035
A
24
A
8, 017
A
25
A
8,009
A
26
A
9,543
B
Lot Area Table
------
Lot # 51or-i" # onvore ro-or, ot Tupo
B 8,133 A
2 B 8,226 A
3 1 8 i 8,226 A
4 B 8,016 A
5 B 8,008 A
8,008
6 B A
-7 M
8 T B
15,673
B
9 B
9,646
A
10 8
8,209
A
11 B
8,209
A
12 8
9,093
Easement Curve Table
Curve #
P-OdIU5
Delto
Length
Chord scaring
Chord
C22
62,50'
46*24!26"
50.62'
N 67*09'13" W
49.25'
C23
77.50'
46*24!26"
62.77'
S 67*09'13" E
-
61.07'
C24
62.35'
24'38'18-
26.81'
N 76-52'16- E
26.61'
C25
77.35'
17*2254"
23.47'
N 83*3739" E
23.38'
C26
21.75'
82'18'08"
31.24'
N 31 *23'05" W
28.63
C27
25.00'
54*19'15"
23.70'
N 45*2232" W
22.82'
C28
15.00'
75*1833"
19.72'
N 52*49'51" W
18.33'
C29
18.00'
33-39'21
10.57'
N 20-03'39- E
10.42'
C30
102.00'
47*45'15"
85.01'
N 61 *16'41 " E
82,57'
C31
45.00'
39*3435"
31.08'
S 75*03'23" E
30.47)
C32
24.00'
122*45'27"
51.42'
N 63*21'11 E
42.13'
C33
8.25'
135*01'46"
19.44'
N 69*2922" E
15.25'
C34
40.00'
36*00'18"
25.14'
S 60*59'56" E
24.72'
C35
25.00'
105*59'19"
46.25'
N 48*00'15" E
39.93'
C36
43.00'
40*32'26"
30.43'
N 453459" E
29.79'
C37
93.00'
12*57'17"
21.03'
N 31 *4725" E
20.98'
C38
6.00'
98-0225"
10.27'
N 87-17'16" E
9.06'
C39
22.00'
81-54'58-
31.45'
S 84-39'00- E
28.84'
C40
18.00'
77*00'08"
24.19'
N 15*53'27" E
22,41'
C41
35.00'
16*57'14"
10.36'
N 14`08'00- W
-
10.32'
Lot Area Tabie
# r0us Lot Tpo
10,634 C
C 8
025 A
3 8,060
A
- - -------
A 4 8
5 C 8,06, A
6 C 8,726
A
7 i C 8,128 A
8 C 8,431 A
1 C 12,101
X 3
8.90
1 X
0.01
X
0,41
1011
1jj
12
E
........
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P
ui