HomeMy WebLinkAboutSTETSON CREEK PUD FIRST FILING - Filed S-SUBDIVISION PLAT - 2002-10-250
Q`
BOUNDARY
BOUNDARY
CA15
CA16
15.00'
15.00
23.56'
235C
15.00'
15.00
21,21'
21,21'
N
S
59-2933"
30'30'27"
E
E
90*00,00"
90'00'00"
__BOUNDARY _
CA17
473 00'
47.08'
23 56'
47.06'
S
78_71'33'
OS'42'12"
none -
CA106
500 00'
_ _
49.77'
___
24 91
49.
S
7821'33'
_E
E
OS'42'12"
TRACT F _
-
CA107
577.CC' _
52.46'
?6.25'
57.44'
S
78'21'33"
E
OS'42'12'
L 013' _
CA108-
537.00'
56.20'
28.12'
- 56T_/'
S
78'30'20"
E
05'59'46"
none
CA109
15.00' -
23.56'
15.00'
2L21'
S
30'30'27"
E
90'00'00"
TRACT E
CA110
15 00'
0
- -
18.46'
-
- 10.61'
_
17.32'
S
40'14'35"
E
70'31'44"
LOT26
CA111_
15 00
51 C
2 57'
5'
S.07
04 45'25
W
19 28'16"
none
CAI 12
15 00
23 56'
15 00'
_
21 21`
S
59 29'33
_
W
90 00'00"
_ IRAC1 F
CA113
_
1500'
1846'
_
1061
7. 132'
N
69.1341
E
70'31'44"
LOT31
_ _ CA114
_
15. 00'
510'
257_
5.07'
N
24'13'41"
E _
19'28'16'
LOT31
CAI 15
41.00'
43.19'
23.84'
4t27'
S
15-41'20"
E
60'21'46"
none
CA116
_
50.00'
209.76'
85.97'
86.44'
N
74-18.40"
f
240'21'46"
_
LOT27
cAlff
_
_-50,00'
_
33.23'_
17.26'
3263'
S
2'56"
E
38'04'S8"
LOT2_8
_ CAI 18
-
50.00' _
3247' --
16.83'
31.90'
S
42'11'41"
E
37'12'32"
TRACT D
__
CA119
50.00'
27.89'
14.32'
27.53'
S
76-46'37"
E
31'57'20"
LOT29
_ CA120
50.00'
39.38'
20.78'
38.37'
N
64*40'SO"
E
45'07'47"
L0130
CA121
-
50.00'
3421'
17.80'
_
33.54'
N
22'30'57"
E
39'11'58"
L0131
CA122
50. 00'
42.57'
22.67'
41.30'
N
21'28'38"
W
48'47'11"
R
�T`N
CR'yE 2
ur"STejnN 3331 S 753p?7"
E•Se"+\-E' \\\31 �0'27 ?7
3\54 0p, E
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S 75:30\, E 232 3 p, AC _ �N i S 75.
7 2 A T F /\. v 6' 27"
`2 o s ,7 S`F / ur'� r rs r'A 2 S 7 52.67 E CA17
8' �rC ,es cIN ACC\_30'27.•
r 1 n SE e Ss 9q E b 3
_ Al [
EA SET ILITY MCA 117CA '1p N P�12 TRACT O6 N N
N �9 MENT 2>' / C 52.67, 1, 173 F o N
v S SF in,
2g / I 2T ^ 75'3p•2T CA 107 I: 4D
/ 2 8,753 S.F. qQ
C�I/ 66g E C A708
:JATCH LINE
N 7 SEE SHEET 1 5'3N0'27„ , to IN Y
1 W /i. (r �h�9' UTILITY
12Sg' W EASEMENT--- �'- I 04
N %/y�. \ 31
c3 /� U j N\ ti 8,831 S.F_ J 11
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m 9,939 S.F. N"/ �? N 75 JO'2 • K, V S BTOS'D2" F 1
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CA119
s 28 �I
191 0 R" / / ici
,vs 8,662 S.F. UN.
DRAINAGE, UTILITY & 29 A^^
LANDSCAPE EASEMENT ^
UTILITY & 8.772 S.F.�DRAINAGE oa.
f� / 2
Sy R�2 EASEMENT / boa,• �" m
6O'Q I _16' UTILITY & /� LIN
DRAINAGE
34 EASEMENT 6
S 722B43 DRAINAGE, UTILITY
E & LANDSCAPE I i g`L riot
EASEMENT ` i tJ•
S q. 5 E TRACT D
HORSLl001H ROAD
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WARREN
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EAST HARMONY ROAD
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PROJECT
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VICWY MAP
SCALE: 1 "=2000'
NOTE, RE: TC►GTS
ALL TRACTS SHOWN ON
THIS PLAT 10M To BE
OWNED AND Hl.I13TAIAIED
6Y A HOMEOWNIEQ.'S
A660C,t AITION.
_
,226 tt72OE NC'2Nk2 71,369 S.F. -SFT N4 REBAR W/L.S. #14923 CAP (TYP.)
N
722802a DRAINAGE, UTILITY & �\ S
W LANDSCAPE EASEMENT A�
OLOT MEETING SOLAR ORIENTATION REQUIREMENT se C? AJr•
F
1r6 , F
SCALE 1'=50'
s s Iw �s s
SOUTH LINE OF THE N 1/2 OF THE SW 1/4 SEC. 5-6-68
S 17'31'58" W
20.00'
EXISTING 20' WIDE
UTILITY EASEMENT
RECEPTION #86014834
■s DInc.
Engineering Consultants
icy .,,n 0 i,um -tn-t
I c,i olorod, dOS7l
,,rf' 48, yq
A PLAT OF
.STETSON CREEK P.U.D., FIRST FILING
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6,
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6th PRINCIPAL
MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
STATEMENT OF OWNERSHIP, SUBDIVISION, DEDICATION
Know all men by these presents, that the undersigned being owners Geneva omen In o Colorado Corporation
of the following described land:
A tract of land located in the Southwest Quarter of Section 5, )nary H ~ver, President Greg .Bonham, Secretory
Township 6 North, Range 68 West of the 6th Principal Meridian, City
of Fort Collins, County of Lorimer, State of Colorado, being more Witness our hands and seals this day of
particularly described as follows: A.D., 19_. '
Considering the West line of the Southwest Quarter of sold Section STATE OF COLORADO )
5 as bearing South 00'08'46" East from a 1 1/2" Steel Rod at the )aa.
West Quarter comer of said Section 5 to a No. 4 rebar with COUNTY OF LARIMER )
aluminum cap at the Southwest corner of said Section 5 and with all
bearings contained herein relative thereto: The foregoing instrument was acknowledged before me this __. day
I� of A.D., 19_ by Gory Hoover, President, and Greg L
Commencing at the West Quarter comer, thence along gold West line, Bonham, Secretary, of Geneva Homes, Inc., a Colorado Corporation
South 00'08'46" East, 474.54 feet to the POINT OF BEGINNING;
thence North 89'51'14" East, 50.DO feet to a point on a non- Subscribed and swom before me this day of
tangent curve concave to the Northeast having a central angle of A.D., 19_. '
89'59'52 a radius of 15.00 feet and the chord of which bears
South 45'08'42" East, 21.21 feet; thence along the arc of said My Notarial Commission expires
curve 23.56 feet; thence, North 89'51'22" East, 113.75 feet to a --
point on a curve concave to the Northwest having a central angle of
90'01'04", a radius of 15.00 feet and the chord of which bears
North 44'50'50" East, 21.22 feet; thence along the arc of said
curve 23.57 feet; thence. South 89'50'01" East, 54.00 feet to a
point on a non -tangent curve concave to the Northeast having a
central angle of 84'10'21", a radius of 15.00 feet and the chord
of which bears South 42'14'52" East, 20.11 feet; thence along the
arc of said curve 22.04 feet; thence, South 84'20'03" East, 42.10
feet to a point on a curve concave to the North having a central
angle of 06*41*46", a radius of 491.00 feet and the chord of
which bears South 87'40'56" East, 57.35 feet; thence along the
arc of said curve 57.38 feet to a point on a curve concave to the
North having a central angle of 02'23'13", a radius of 583.00
feet and the chord of which bears North 8746'35" East, 24.29
feet; thence along the arc of sold curve 24.29 feet; thence, North
86'34'58" East, 84.96 feet to a point on a curve concave to the
Northwest having a central angle of 103'47'11", a radius of 15.00
feet and the chord of which bears North 34'41'23" East, 23.61
feet; thence along the arc of said curve 27.17 feet; thence, North
86'34'58" East, 56.36 feet to a point on a non -tangent curve
concave to the Northeast having a central angle of 103'47'11", a
radius of 15.00 feet and the chord of which bears South 41'31'26"
East, 23.61 feet; thence along the arc of said curve 27.17 feet;
thence, North 86'34'58" East, 81.01 feet to a point on a curve
concave to the South having a central angle of 11'26'36", a
radius of 637.00 feet and the chord of which bears South
87'41'44" East, 127.01 feet; thence along the arc of said curve
127.22 feet to a point on a curve concave to the Northwest having
a central angle of 82'25'25", a radius of 15.00 feet and the
chord of which bears North 56'48'51" East, 19.77 feet; thence
along the arc of said curve 21.58 feet; thence, South 7825'10"
East, 54.18 feet to a point on a non -tangent curve concave to the
Northeast having a central angle of 83'32'43", a radius of 15.00
feet and the chord of which bears South 33'44'06" East, 19.99
feet; thence along the arc of said curve 21.87 feet; thence, South
75'30'27" East, 183.66 feet to a point on a curve concave to the
Northwest having a central angle of 90'00'00", a radius of 15.00
feet and the chord of which bears North 5929'33" East, 21.21
feet; thence along the arc of said curve 23.56 feet; thence, South
75'30'27" East, 54.00 feet to a point on a non -tangent curve
concave to the Northeast having a central angle of 90'00'00", a
radius of 15.00 feet and the chord of which bears South
30'30'27"East, 21.21 feet; thence along the arc of said curve
23.56 feet; thence, South 75'30'27" East, 177.84 feet to a point
on a curve concave to the Northwest having a central angle of
90'DO'00", a radius of 15.00 feet and the chord of which bears
North 5929'33" East, 21.21 feet; thence along the arc of said
curve 23.56 feet; thence, South 75'30'27" East, 54.00 feet to a
point on a non-tongent curve concave to the Northeast having a
central angle of 90'00'00", a radius of 15.00 feet and the chord
of which bears South 30'30'27" East, 21.21 feet; thence along the
arc of sold curve 23.56 feet; thence, South 75'30'27" East,
233.31 feet to a point on a curve concave to the Northwest having
a central angle of 90'00'00", a radius of 15.00 feet and the
chord of which bears North 5929'33" East, 21.21 feet; thence
along the arc of said curve 23.56 feet; thence, South 75'30'27"
East, 54.00 feet to a point on a non -tangent curve concave to the
Northeast having a central angle of 90'00'00", a radius of 15.DO
feet and the chord of which bears South 30'30'27" East, 21.21
feet; thence along the arc of said curve 23.56 feet; thence, South
75'30'27" East, 52.67 feet to a point on a curve concave to the
North having a central angle of 05'42'12", a radius of 473.00
feet and the chord of which bears South 78'21'33" East, 47.06
feet; thence along the arc of said curve 47.08 feet; thence, South
08'47'21" West, 54.00 feet; thence. South 06'33'45" East,
111.51 feet; thence, South 21'40'12" East, 65.85 feet; thence,
South 30'18'32" East, 81.62 feet; thence, South 42'44'17" East,
81.62 feet; thence, South 56'17'18" East, 81.46 feet; thence.
South 17'31'58" West, 20.00 feet; thence, North 7228'02" West,
683.52 feet; thence, South 86'34'58" West, 1202.03 feet; thence,
North 80'32'27" West, 95.74 feet to a point on the West line of
said Southwest Quarter; thence along sold West line, North
00'08'46" West, 531.51 feet to the Point of Beginning.
The above described tract contains 18.292 acres more or less.
The undersigned have caused the above described land to be surveyed
and subdivided Into lots, tracts and streets as shown on this plat
to be known as Stetson Creek P.U.D., First Filing, subject to all
easements and rights -of -ways now of record or existing or indicated
on this plot.
The undersigned does hereby dedicate and convey to and for public
use, forever, the streets and easements as laid out and designated
on this plat; provided, however, that: 1) acceptance by the City a duty
to maintain the easements so dedicated and 2) acceptance by the
City of this dedication of streets does not Impose upon the City a
duty to maintain streets so dedicated until such time as the
streets are inspected and accepted by the Director of Engineering.
All maintenance of the above described streets shall be performed
by the undersigned (and his/her successors In Interest) until such
time as the City expressly assumes, In writing, the duty of such
maintenance.
Witness our haihde and seals
A.D., 19_ -,
By..
Notary Public
Address
City, State, ZIP Code
_ day of
i \
BY E
STATE OF COLD DO )
C/ )M.
COUNTY OF ARIMER) ,
The foregoing Instrument was ocknowledged b ore me this _ day
of A.D.,,19, by
Subscribed and sworn before me this _ day at\
A.D., 19_.,.-.
My NotoAal Commission expires/.
/ Notary Public
�ddress
City, State, ZIP
Lienhoider.
Unisyn Capital Corp. a Colorado Corp.
BY Attest:_
Ronald E. Walling esident
STATE Or COLORADO )
COUNTY OF LARIMER )
The foregoing Instrument was acknowledged before me this . t _. day
of A.D., 19_ by'
Subscribed and swom before me this _ __ day of _
A.D., 19__,
My Notarial Commission exV es
Notary Public
Address
City, State, ZIP Code
ATTORNEYS CERTIFICATE
n
This is to certify that on the day of tune-
examined the title to the property as described hereon and
established that the owners and proprietors of record of the said
property as construed in C.R.S. 1973, 31-23-111, ore as shown
hereon as of sold date.
Address:yd-z-/oue
`a-t Ccll1�s i 4 1c �'vs 2/
Registration No.. ,� S
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Professional Land Surveyor in the State of
Colorado, do hereby state that the survey and legal description
shown heron was made under my direct responsibility, supervision
and checking and that this plat accurately represents said survey
and that all monuments exist as shown hereon. rr
Gerald D. Gilliland
Registered Land Surveyor
Colorado Registration No. 14823
13t i9gy
Dote
NOTICE: According to Colorado Law, you must commence any legal
action based upon any defect on this survey within three years
after you first discover such defect. In no event may any action
based upon any defect in this survey be commenced more than ten
years from the date of survey shown hereon.
Approved as to form by tpe Director of Engineering of the City of
Fort Collins, on the ! ^T ddy of 111y04L, ' �j. A.D., 199. �
Director of Engineering
Approved by the City of Fort Coffins Planning and Zoning Board on
a this 4 A day of =TANV ej A.D., 19a*?
l�
Secretary of Planning and
Zoning Board SHEET 2 OF 2
S-LO-3 1900
NW COR
SEC. 5-6-68
END. ALUM. CAP
IN RANGE BOX
WEST LINE OF
THE
NW 1/4 SEC.
5-6-68
3
o
N
<
0
o
o
�
0
N
7
W 1/4 COP
SEC. 5-6-68
END. 1 1/2" STEEL ROD
UPGRADED TO A k6 REBAR
WEST LINE OF
THE
w/ ALUM. CAP LS 14823
SW 1/4 SEC.
5-6-68-�---�
A PLAT OF
STETSON CREEK P.U.D., FIRST FILING
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 5,
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6th PRINCIPAL
MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
w
SCALE 1'=50'
ao �
0
$ LOT MEETING SOLAR ORIENTATION REQUIREMENT
POINT OF
BEGINNING + " N 8 56.36' E �� S 7825' "
, SET �'4 REBAR WjLS. �}14823 CAP (TYP.)
1489,51 14"E S 89'50 01 E 10
50.00' " 54.00' ale' s 16' CA8 , 4, E
N 86'34 58 E
c N 89'51 22 E L �' 8470'03' P`O , I W Cq� 81.01' p917 ps .� 2109,
q P q N 86'34 58 E L s
0 113. 75' �' ' 42.10' 84.96' G �_I N t! G
Aobo'
06 CA4 CA5CREEKCA25 owSTETSON -
N 89'S1'22" E 1.39' CA23___ - - 251.4T PE9ESTtG1A1.1 AOGESS C426 S5 .3Q'"220.76' t30.63' N 86'34'58' E UTILiTy EWENE npiT PEE 1Q ?% E. `S 75-
P UTILITY
1,,N ACC.6S5 __CA27 \_ s 3'66' 3p'?
4 UTILITY DCAw Af}E 251.4T ��_-�- F `-�_ \ D
E ASE'ME NT _��__�--I N 8653 '55H - CA28 I E ___ 753p 27' , 1� ?;00�54 00 " f
cn 71 CA22 _-
r__ A3o A.ca ss ,_ V
113.76' C� o N 8520'29' ��-_��-- - - I -----CA29 ---- vl-- �' IC �'\- �_ D VF P11 ?, 0.
__--_ v o ti� N a6'3a'58" E 05'OioB" UTILt1Y, t A31 \ 2 G 1 0
cP N 69 s1'22" F Cn96 '� m o P sH e?' TRACT A N o2a H 2.• w s 00 u•e � 36.z4' o C1
o'- N g5'?0'29�-_E _82.96-_CAt07, rCA103_ S 03'25'02" El/ 'P �� _
v' -if- 1�,Haa S.F �I 8. /- De PIA1PyE a`' ,� /� 1 rrl,`•�rel o "; 9i
97.00' ` - rn w A..ac.e.bs, , 2502 ` {'S ti S 75• - 94.2q• g♦ Yl D 4N _ v
^�� _- - - - R CN99_ _T Oo �. _. 4 UTI I.ITT' DCAIoAEIE" .7. I Oj E1.5EME WT b ^. / 88' 3p ` f -- ryE NArt-
6'
C / 7 u 28.e7 e 5b� s b E\ 8q 27• SE e�,
1P •y „b--UTILITY �y. w w '110 I �3.. EAS�MEI.1T ^ 0 4. �/ _ _
m 0 0,I o 2 O , b �' / Oti / S 4B25'02OD 1" E NT �+5,
I ? / EASEMENT F'5f' i �1 2T 2T to 43 'c„1 IIw 9' UTILITY e292 f N 86'3a'S8" E 90.00' �' ti / l,If/ g Ae��tiO \ 30_DO' r 28.28' 9' UTILITY % 20g3g``__ \
l" , )- -1 8,600 S.F. w I EASEMENT � / N 86'34S8" E
I r \ , - - - _ 45.00' 22/3 EASEMENT / / E 13. S C 37
o -+r 1 c, 2!/ 45.00' -SQ ?6 0 ze N 41'34'58" E / F 2 0_ A1p9 W T
w 0 7,869 S.F. 0 6' UTILITY I 0- B• 2. \�--2628' O /^ // �• �` 'n "t R
44 0^ h0 211 2/25 � . e 47 '3 50 / 31,985 T C
EASEMENT Im ,V a SO,o ^� /h N P�
I m w cn ly 12,436 S.F. / `b' �2 CA10S c. 1 0, 493 `'\ .
II.v� .�, 2 ,,,52o S.F.sF48 2207 9, / T� cs.r-
10,564 S.F. n a ro C
Im N It• ,pl 43" E 1= b F w o 11,360 S.F. w ` \
41" E ,o N 80.29 ^; In 6' UTILITY 9,?H3 S.F. /'�/ S ?5 0_\
1 m N 84'35' 1 1725fi I I'J O o �/ EASEMENT N v, \C 3 27"
1 I W.60' I �1 IN 45 48 o m o ti 7.3oD9s F. o ��/ / ti�� i�l ��� �0g74
15'x .�0' I �' I 1 I cr I o ^' 6,950 S.F. u u, N / 9' UTILITY h /,. 2>• / N `
U.S. WEST I 1 1 1 1 '°-I I W o 6,947 S.F. o o $ o N o0 o O rosy �/ /ro SS EASFMfNI%/ 27• //
I p 1 1 c r� 1 \ 1 S a o N� o o m Ib / /m B'3S
EASE ENT- 42
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3 1 Im B,a23 S.F. N 1 to 1� // ,� \\32• N m N 86.34'58" E N 86'3a'51 E
V / �c, h 8,531 S.F. o I
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In 1 I I"' `n \� ; m \v3,\fASFMENT/ .'12// / 49 \ > 44. h 65.00' 70.00' -- -� 65.00'_.. 1 (__ i',4'1�3 E\ \ 8.958 S.F. / O /1 / BRAN
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0 , _ _-- -i 75,28'
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w I 1 �'3,op0 \\�� �. / // 41 / //s 7s'2s'56" E I I N Hs 3.00'a E I I II II I DRAINAGE EASEMENT �z I ICA oA\ \�0 0 // , Q e vm��/
Is as3e's6" E vl / 8,602 S.F. �/ / I I I Iz I To b, v/
vs' v�q� 3 � \s�� ��v o/ / 11 IIz I Iz I to I to �1 IIN 35 61 h 34 °\\ \\� //��ti // 17
I / \ Js• 7,98E S.F. \ •� �^/ /o to I to w 37 01 In 36 o N 7,15o S.F.of I ; H,2 S.F. \ \ /
W of IN 7,150 S.F. 61 I� of IN \ \ / / 0°j 9,001 S.F.
` 96 \\ \ C9 \ �•/ a/ /o' o' 'I INi 38 cr 8,281 S.F. of o N
Z N o \ F O QO\ 1 1 p\` \\/c' ^/ /^ 40 IN 3g o Cc e.25o S.F.0I I O o $ i I : QS S � � cP„
N of I o 0 1 h I Im 0 i
J 1 w 6" � oo \\',, h ` c \ 2/ / 8,555 S.F. of l0 7,15o s.F. of IN O 1 IN S I I� Q I 1f I 2 ti
SO' N o' o, s, / - ih v� \� \ / / I S I If 206 1 1 22�, / S''
cc W w I /� ° \� i� c s, \ S N O If I I I v� a.
R_o-W I w l r/ v��c�:9�-�c� s vv o
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m I 2// I I -- - 6'_00'
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C 3 I i 0 •b �ti Z/24__ J L_-- - 75.2B' _-�-
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' I I 9,107 S.F. /U V �' 0 C'6A _�_ 6-�.00_- sa 5.2ri' -� /� 0 \F/ g
000
OD o Ni TEMPORARY 20' tM DI t`� / {/ ��\ . A42• 345.28'
0 31 N I A EMERGENCY ACCESS "` �� 1 \\ \ \�� S 86'34'58" W _ - - J P '/-_�'� F. \
o� ! �� N ,5'S3'19" lQ� Q'� ;�; \ cQ66�,. - - -- STILLWATER CREEK DRIVE -- G ,6 A,8 -`\ '1�
z o, 0 00 V O �Q / ?jam �� CA6S 3a5 28 -�-- 70.00 34.8E - -CA77 - - 9' UTILITY �� �� v
o, 10 / _-�_ ----- 75.00' -- - ---- - - - - - - 2225 EASEMENT- .9.
\9.. e G - / 520 - - - -
z �� \ cAs7 -- - o oo' - 70 00 z 2140
2,2131
1 \2 2/ \ / --_ cnsH ?5.a3 22 3 z\
--
1 7 2=S 9' UTILITY 7 z z o 15 O\ t
- 1o,oeo s.F. ^w 2/3/ _ w o 14 W N 9,5/0 S.F. \\ �-
I 5 EASEMENT A 12 O '3 1 Ts
9,107 S.F. g' UTILITY to 7,SSS S.F. 13
0 220/ o ti
EASEMENT �0 ;n ,� w o 3 11 p ® 0 7,051OS.F.of o 7,595OS. F. �! \n -
\'£ 6' UTILITY R u� O �• ,m o g o c"` 10
DRAINAGE EASEMENT,-) o 5206 O - 7,8?7 S.F. o0 0 �= 7,051 S. o! N S b ''��•-�
O 07 .0, ? cn _� 7,051 S.F. w c : $
• vi 7,488 S.F. o, o ry 6tii \
1 \S .� p 9.106 S.F. O o O N O O m 6' UTILITY 4 S i 5�p \71
j \Sss), 7 S m EASFMENT 75.00' ."_4_-� \o
ACCESS FASEMENT TO BE ( TRACT B \ 2g, O N 8T56'70• E 1500' -- 70_00' -- - .----- - - - _----__----�
VACATED WHEN A SECPPND 47,587 S.F. �p6 \\F a"E' E=' -- S 77'5q-47" 70,00' 70.00',-_ --- - ---- ------ 1
POINT OF ACCESS ISROVIDED 1 ` \ S gp•1 �0'3A 31.SD' - E 81 62' _ __ _.- -- - - - - - _- -- _ - - - --. - "- - - - �- -484
TO STETSON CREEK DFIVE ---- 121" E N �� __ ------
DRAINAGE, UDNTY h - _ �� 88.30
62
LANDSCAPE EASE Mk NI 70-
- - -----
goo
50. r - S 86'34'58" W
N 80'32'2 7" W 95, 74
1 rIs11Nc 20WUL
UTIIIIY LASIMINI
RL Cf PTION k860148S4
WEST LINE OF THE
SW 1/4 SEC. 5-6-68
SOUTH LINE OF THE N 1/2 OF THE SW 1/4 SEC. 5-6--68
LOT 1
CURVE 1
RADIUS
NGTH I
TANGENT
CHORD
1
-BE APING T
DELTA
HOUNDARY
CA1
15.00'
23,56'
15.00'
21,21'
S
45'08'42" E
89059 52,
HOUNDARY
CA?
15.o0'
?3.57'
15.00'
21.27
N
44-50'50" 1
9O'Ol'04"
HOUNDAPY
CA3
it) DDT
22,04
13.55'
26TI1
S
47'14'52" E
84-10'?1"
BOUNDARY
- CA4
491.00'
57,38'
78.7?'
57.3E
S
87-40'56" E
06-41'46"
BOUNDARY
CA5
583 D0'
24.29'
12.iS'
'?4.'l9'
N
81'46'35" E
02'73'13"
BOUNDARY
-- -- CA6 _--
- 15. DO'
- 27.17,
_--- 19.13'
- 23. 61'
N
54*41'23" 1 -
103'4/'11"
HOUNDARY
CA7
15-00'
_-- 27.17'
--- - - - 19.13
23.61'
S
41.31'26" 1
- - 103-47'11"
HOUTIDARY
CAH
_
63/.OD'
I2/.22'
17L01'
S
H/-41'44" 1
11-26'36"
BOUNDARY
_
CA9
15.U0'
21.bH'
_ _63.H2'
13.14'
19.//'
N
56'4W!)1" 1
r'
HOUITDARY
CA10
15. 00'
21 B1'
13.4 D'
19.99'
S
.53'4406" 1
83.32'43"
1300hDAPY
CA11
16 DD'
23.56'
- 16.Do,
--
21.2l'
N
69'2W,53" E
90'OD'OD•'
HOUNDAPY
CA12
15.OU'
23.56'
- 15.00'
_ _
?1.21'
S
S0'30'2/" E
90'OD'Oo"
BOUNDARY
CAT3
15.00'
23_.56'
_
15.00'
'21.21'
N
59'29'33" 1
90'00'OD"
BOUNDARY
_ _
CA14
_ _
15.OD'
73.56'
_
16.00'
71.71'
S
SO'30 2 /" 1
90'OD'0D'
IRAC1 H
CA78
15.Do,
23.5b'
15.00'
21.21'
S
44'S1'18" W
90'DD'U8"
_
none
CA19
--- 15.00'
23.56'
_
15.D0'
-21.21'
N
4:,'08'3H" W
- 90'00,W,
none
- CA20
16.00'
_
22.38'
_
13.86'
20.36'
N
42'3b'56" I
H579'07"
_
TRACT A
- - --CA21
491.00'
_
31.09'
- 15.55'
_
_51.W
S
87'09'20" W
03'37'47"
]PACT A
CA22
637.00'
26,54
13.2T
?6.',4'
S
87'46'35" W
02'73'13'
none
CA23
610.00'
3485'
17.43'
_
34.84'
N
88*13'10" f
03'16'24"
none
CA24
61D.Do,
190.6B'
96.12'
_
189.90'
S
84*27'44' 1
17'S4'35`
none
CA25
610.00'
_
81.08'
160./4'
S
85'50'41" 1
15'D8'31"
none
CA2b
_.._. _
61 D.DD'
_161."21'
-- -----
'29.4 /'
--
/a./4'
'19.4 /'
S
/6'S.5'?9" f
_ _
0T46'04"
- - none -
--_ CA2/
5B3.DO'
- IH?.24' ----
-- 91.H7' -----
181,50'
S
84.2/'44" 1
- 17'54'3S'
-- TRACT A
CA28
- 5/3. 00'
84.39'
42.27'
84,31'
S
89'17'01" E
08'26'17'
L0147 _
- CA29 -
- 573.00' --
12.91`
- 6.46'
12.91'
N
87'13'34" E -
01'17'27'
... -------------
1014H
--
CA30
- - -- -
673.00'
___ -
71.48
- 7-
35.18'
71.43'
S
88'33'17" f
07 'OB'50"
L0150
CA31
573.00'
1OT
H.89'
17. 79'
S_
16-23548" E
01'46'43_'
none
CA32
15.00,
23.56'
15,00,
21.21'
N
30*30'27" W
90'DO'00"
none
CA 33
15.00'
23.56'
15,00'
21,21'
S
S9'29'33" W
90'00'00"
none
CA34
15.00'
23.56'
15.00'
21.21'
S
30'30'27" E.
90,00,00"
none
CA3S
1b.00'
19-38'
11.31'
18.06'
N_67'29'le
F
74-0038'
none
CA36
50.00'
709.76'
86.97'
86.44'
N
14'18'40�240"?1'46"
LOT20
CA37
50.00'
28.28'
14,53'
27.91'
S
01'42'41" E
32'24'27"
1
1 1 \-----------
n' t-
1 23 2a'1 \ 255.17'
�t
LOT I
L0721
_CURVE
CA38
RADIUS
50.00
LENGTH
20.06
TANGENT
10.16
CHORD
19.92
S
BEARING.
79'74'21"
F
DELTA
72-5855'
LOi72
CA39
50.00'
27.43
14.07'
27.0B
S
56'36 3H'
[
31'75'38'
TRACT D
CA40
50.D0'
20.32'
10,30,
1
20.8'
S
83'5WO6'
E ---_--
2.T7'1B"
5'
.. ..
L0123
.......
Cn41
50.00'_
- _._
34.64'
..- ----
_18.05'
-- - _.-
3395'
N
-- -
64'37'7N"
--
E
- -
39'41'3a"
10124
CA42
5D.OD'
46.12'
24.85
-- 44.51'
N
18-16'0.5"
E
52'51`1C
L0125
CA43
5D.OD'
32.91'
17.08'
32.32'
N
27'00'54"
W
37'42'38"
10725
CA44
41.00'
54.64'
32.24'
50.68'
N
07'41'39"
_
W
76'21'08"-
none
CA45
74Q00'
390. 70'
254.1?'
34H.9 /'
S
46'46 S0"
E
93'16'74"
none
CA46
__ .
?40.OD'
__. _ _.. __-
184.64'
97.16'
_...
180.1?'
S
22'10 S9"
E
44'04'43"
none
CA47
240.00'
206.07'
109.87'
199,79'
S
68'49'11"
E --
-- 49"1'41"
none
CA48
213.00'
346.75'
225.5,5'
-309 71'
S
46'40S0"
E
93'16'24"
L 0743
CA49
213.00'
34.80'
1 /.44'
34, 76'
S
04.49'2 7"
_
f
09,21'39"
tOT47
CA50
__- - - 213.0D'
----104.17' - ---
- 53,15'
-----103,14'
S
23'30'55"
f
- 28*01,16"
10141
CA51
213, OD'
164.17'
53.15'
103,14'
N
51'VI 1"
W
28'Ol'16'
L0140
CA52
213.00'
163.61'
52,85'
102 59'
S
19.28'56"
E
77'S?'12"
none
CA53
267.00'
84.22'
64'
S
17'39'07"
35'004"
-
L011
-- --
CA54
- -
767.0-
- -1._63.16
24 5
17.77'
-- -_1_60
�4.51'
S
02'46'28"
E
_
05'15'41"
1017
CA55
267.00'
63 S3'
31.91'
63.3H'
S
17'13'17"
f
13'37'56`
LOT3
CA56
267.00'
75.12'
37.81'
14.87'
N
27'05'51'
W
16-07`12"
L 613
CA57
15.00'
33.46'
30,63'
26.94'
S
28'44'59"
W
127*48*51"
_
none
- CA58
- 50.00'
- 238,90'
- 46.82'
68.35'
S
44'13'21"
F
--
273'45'30"
1013
CA59
50.00'
45.6E
24,55'
_
44.08'
S
66'30'14'
_ _--
W
S2-18'71"
L0I4
CA60
5D.00'
4/.53'
75./3'
45. /6'
S
1S0/'17"
-------
W
_. -_.
547 /'44"
LOT5
CA61
5o.00'
47.53'
25.73'
45. 76'
S
41-2033"
E
54'27'44"
LOTS
CA67
50.D0'
a7.53'
25.73'
45.76'
N
84'11'43"
E
54"?T4a"
- ---LOT ----
/
--..
CA63
_..__
50.D0'
_---_
SD.67'
_.---
27.75'
- --
4LS.53'
N
-'
2T55'S2"
E
E
58'03'57"
1017
CA64
15.00'
33.46'
30.63'
26.94'
S
6 820
W
127'48'51"
none
CA65
"?67.00'
- - -----------
187.01'
97.52'
----
183.2t'
--
S
- . --
73'7108
E
--- - ---
40'07' 4/"
LOT7
CA66
267.00'
8299'
41.83'
82.66'
N
62'i 1'31"
w
17•48'34"
LOT8
CA67
267.00'
---- 63.53'-----
31.9"
- 63..38'
S
77'S4'47"
E
13'37'56"
LOTS
CA68
- 267.00'
4D.49'
2D.28'
40.45'
N
89'04`23"
w
5B'4t'r7"
none
CA69_
240_00'
301.97'
_
1 /4.66' -_
- ?H2 44'
S
50'37'16"-W
-12'05'75"
none
CA70
24D.CV
IT5.80'
59.05'
114.68'
N
72'45'36`
E
27-38'44"
none
GA71
740.D0'
186.17'
98.0E
18L54'
N
36'42S3"
E
44'26'41"
NOTE 0 ICE'. TRACTS
ALL TRACTS 6HOWN ON
THIS PLAT {►LE TO at_
OWNED AND HAINTAtttED
6Y A HOHEOWI'mr's
Assoc%I TtO►4.
S
v T 54• 00' f
21on
-1 •� 111;1
5\ G � , o
url lye
�.\SEM�Dt4INA-
c41 AN �_
S 753p``Al♦\-Ecre �
`M�{NU Lr
139.g5.
�_\ �-
9' UTILITYY
EASEMENT
25 /
1 r1f%%a 1 L/
EXISTING 20' WIDE
UTILITY EASEMENT
RECEPTION #'86014834 N
MATCH LINE
SEE SHEET 2
683 5
LOT
CURVE
RADIUS
LENGTH I
TANGENT
CHORD
BEARING
DELTA
none_
CA72
213. 00
268.00
155.01
250.67'
N
50'32'16
E
72'0525
10734
---- - -- ----
CA73
213.00'
99.61'
50.73'
98.70'
N
73'11'09'
E
264T38'
L0133
LOT32
CA74
_ CA75
213.00'
213.00'
104.17'
64.22'_
53.1E
32.36'
103.14'
63.98'
S
N
45'46'42"
23'07'48"
W
E
28'01'16"
1Tl6'31"
none
CA76
267.00'
92.74'
46.84'
92.28'
N
76'37'56"
E
19'54'05"
LOi14
CA77
- -
267.00'
40,30'
20.19'
40.26'
S
82*15'32"
W
08'38'52"
LOT15
CA78
-
267.00'
52.44'
26.31'
52.36
S
72'18'30"
W
11'15'13"
10115--
CA79
15.00'
21.53'
13.10'
19.73'
N
72'11'26"
W
82'15'21"
none
_ CA80
240.00'
79.41'
40.07'
79.05'
S
21'35'04"
E
18'57'25"
none
C481
263.00'
90.53'
45.72'
90.08'
S
21*12'07"
E
19*43'19"
_
L0116
CA82
263.00'
18.D1'
9.01'
18. 00'
S
29'06`04"
E
03'55'24"
_ TRACT D
CA83
263.00'
72.52'
36.49'
72.29'
N
19'1425"
W
15'47'55"
none
CA84
217.00'-
68.28'
34.42'
68.00'
S
22'02'56
E
18-5140'
LOT15
_ _TRACT B
CA85
CA86
217.00'
217.00'
14.86'
53.42'
7.43'
26.85'
14.86'
53.28'
S
S
29'06'04"
20*05'14"
E
E
03'55'24"
14*06'16"
LOT16
CA87
15.00'
21.53'
13.10'
19.73'-
S
10'03'54"
W
82*15'21"
none
CA88
267.00'
171.02'
88.56'
168.12'
N
32'S0'34"
E
36'42'01"
LOT16
-----------
LOT17
LOT18
L0118
CA89
CA90
CA9l
CA92
267.00'
267.00
267.00'
15.00'
59.25'
/0.03'
41.75'
5.10'
29.75'
35.21'
20.92'
25T
59.13'
69.82'
41.70'
5.07'
N
N
S
N
44'50'07"
30'57'51"
18'58'18"
24-13'41'
E
E
W
E
12'42'55"
150137'
08'57'30"
19'28'16"
_ TRACT C
-TRACT
CA93
15.00,
18.46'
la61'
17.32'
N
69'13'41"
E
70'31'44"
C
CA94_
15_00'
18.46'
10,61'
17.32'
S
40'l 4'35
E
70'31'44"
_ L0119
CA95
15.00'
5.To'
2.57'
5_.07'
S
04'4525"
W
19'28'16"
LOT25
_ TRAC7 E
CA96
CA97
15.00,
15.00'
0,91'
18.46'_
0.46'
10.61
0.91'
17.32'
N
N
32-13'22"
69'13'41"
E
E
03'28'55"
70'31'44"
TRACT B
CA98
15,00'
18.46'
10,61'
17.32'
S
54'52'46"
E
70'31'44"
LOTT
CA99
15.00'
5.10'
2.57'
5.07'
S
09'52'46"
E
19'28'16"
LOT43
TRACT A
CA100
CAtOf
15.00,
-1 5.00'
3.92'
18.46'
1.97'
10.61'
3.90'
17.32'
N
N
0T20'04"
50'04'38"
E
E
14'57'24"
70'3t'4a"
LOT43
_CA102
481.00'
30.46'
15.24'
30.45'
N
87'09'20"
E
03'37'42"
L0144
CA103
64/.00
26.96'
13.48'
26.96'
N
87'46'34"
E
02'23'16"
TRACT A
CA104
15.00'
18.46'
10.51'
17.32'
40'l4'35'
E
70'31'44"
L0132
CA105
15.00'
5.10'
2.57'
5.07'
_S
S
04'45'25"
W
19'28'16"
SW CDR
SEC. 5-6-68
FND. #4 REBAR W/ALUM. CAP
UPGRADED TO A #6 REBAR
w/ ALUM. CAP LS 14823
'II C.
Engineering Consultants
482 'j9z2
5-203 1900
SHEET 1 OF 2