HomeMy WebLinkAbout~Master - Plat of Survey for 4909 West 190th Street PLAT OF SURVEY Instrument N: 2021-15222
12/06/2021 11:33:20 AM Total Pages: 3
LOCATION: E1/2,SEC. 18-84-24 STORY COUNTY, IOWA SURV SURVEYS AND PLATS
Recording Fee: j 17.00
Staeie Herridge, Recorder, Story County Iowa
1111 K MM+1IVI'.16 N VR I<<0111111
PROPRIETOR: ELLS THOMAS CACKLER
ELIZABETH ANN CACKLER
REQUESTED BY: TOM CACKLER
SURVEYOR: R. BRADLEY STUMBO, PLS *17161
FOX ENGINEERING ASSOCIATES, INC.
AMES, IA 50010
515-233-0000
Survey Description - Parcel G:
A part of the East Half of the Southeast Quarter and part of the Northwest Quarter of the Southeast Quarter,all in Section 18,
Township 84 North, Range 24 West of the 5th P.M., Story County, Iowa, and all together being more particularly described as
follows: Beginning at the Southeast Comer of said Section 18;thence N89'41'10"W, 1120.82 feet along the south line of said
Section 18 to the Southeast Comer of an existing tract;thence N00°11'08"E,250.00 feet to the Northeast Comer thereof,thence
N89'41'10"W, 185.00 feet to the Northwest Comer thereof, said point being on the west line of the Southeast Quarter of the
Southeast Quarter of said Section 18;thence N00'11'08"E, 1071.13 feet to the Northwest Comer of said Southeast Quarter of the
Southeast Quarter;thence S8905749"W, 1317.03 feet to the Southwest Comer of said Northwest Quarter of the Southeast
Quarter; thence N00017'16"E, 734.98 feet along the west line thereof;thence N89046'57"E,420.43 feet;thence S30046'13"E, 31.31
feet;thence S3804949"E, 231.31 feet;thence southeasterly, 78.69 feet along a curve having a radius of 205.00 feet,concave
southwesterly,a central angle of 21059'39"and being subtended b a chord which bears S61'40'31"E, 78.21 feet;thence
N89'46'57"Ey777.76 feet;thence S33004'04"E, 2175.05 feet to the point of beginning, containing 46.30 acres,which includes 0.84
acres of existing public right of way.
Survey Description-Parcel H:
Parcel F in the Southwest Quarter of the Northeast Quarter,and part of the North Half of the Southeast Quarter, all in Section 18,
Township 84 North, Range 24 West of the 5th P.M., Story County, Iowa, and all together being more particularly described as
follows: Commencing at the Southeast Comer of said Section 18; thence N33°04'04"W, 2175.05 feet to the point of beginning;
thence S89°4y6'57"W, 777.7g6 feet;thence northwestegrly, 78.69 feet along a curve having a radius of 205.00 feet, concave
southwestN38 49'498'W,,2311..31 feet;thence N30 46'13"Wle of 21 059'39"and b 31.31 feet;thenc subtended e S89°6'5 a chord 7"W,420.43 feet toich bears N61 ,31 the westt line of the 78.21 feet; Nence
orthwest
Quarter of said Southeast Quarter;thence N00017'16"E, 589.02 feet to the Center of said Section 18;thence N00007'50"E, 1316.88
feet to the Northwest Comer of said Southwest Quarter of the Northeast Quarter,thence N89033'50"E, 158.00 feet to the Northeast
Comer of said Parcel F;thence S28014'16"E, 1492.40 feet to the Southeast Comer thereof;thence N89046'57"E,447.59 feet to the
Northeast Comer of said Northwest Quarter of the Southeast Quarter;thence S00'11'08"W, 660.76 feet to the Southwest Comer
of Parcel A in the Northeast Quarter of said Southeast Quarter,thence S33004'04"E, 206.33 feet to the point of beginning,
containing 38.00 acres.
Access Easement Description:
A strip 50.00 feet in width lying in Parcel G in the East Half of Section 18,Township 84 North, Range 24 West of the 5th P.M.,
Story County, Iowa, being situated 25.00 feet on each side of the following centerline: Commencing at the Southwest Comer of the
Southeast Quarter of the Southeast Quarter of said Section 18;thence S89041'10"E, 262.54 feet along the south line thereof;
thence N01'50'04"E, 33.01 feet to the north right of way line of W. 190th Street and the point of beginning; thence continuing
N01'50'04"E, 129.41 feet;thence northwesterly, 154.12 feet along a curve having a radius of 190.00 feet, concave southwesterly,
a central angle of 55031'24"and being subtended by a chord which bears N25055'38"W, 177.00 feet;thence N53041'21"W,45.49
feet;thence northwesterly, 187.09 feet along a curve having a radius of 200.00 feet, concave northeasterly, a central angle of
55035'48"and being subtended by a chord which bears N26'53'26W, 180.34 feet;thence N00011'11"W, 529.41 feet; thence
northwesterly, 132.50 feet along a curve having a radius of 446.68 feet, concave westerly, a central angle of 16'59'45"and being
subtended by a chord which bears N59'43'40"W, 142.23 feet to a point of compound curvature;thence northwesterly, 148.75 feet
along a curve having a radius of 144.04 feet,concave southwesterly, a central angle of 59010'15'and being subtended by a chord
which bears N59043'40"W, 142.23 feet;thence S89'05'08"W, 191.80 feet;thence northwesterly,208.60 feet along a curve having
a radius of 210.00 feet, concave northeasterly, a central angle of 56054'51"and being subtended by a chord which bears
N62'27'26"W, 200.13 feet;thence N34000'01"W, 310.98 feet;thence northwesterly, 128.87 feet along a curve having a radius of
180.00 feet, concave southwesterly,a central angle of 41'01'19"and being subtended by a chord which bears N54030'40"W,
126.14 feet;thence N38'4949W, 240.95 feet;thence N30046'13"W,47.83 feet to the southerly line of Parcel H in said East Half of
N Section 18, and there terminating.
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The Ames City ndl approved this Plat of Survey on Al '-,with
Resolution No.�. I certify that it conforms to all conditions for approval.
H Planning hr IousTng- Director
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I hereby certify that this land surveying document was prepared by me or under my direct personal u�uiuupyi
�O supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. SC�i,���
engineering _ ��,>°ENSFO�°��-_
FOX Engineering Associates,Inc. /���D I� -70 7161 .c
414 South 17th Street,Suite 107 R. BRADLEY STUMB PLS i�d,'•. �f,
Ames,Iowa 50010 License number 17 �1 DATE
Phone:(515)23 0100o M license renewal date Is December 31, 2021.
FAX: (515)233-0103 y pn�miva"`
]OB#14390-21A DATE:10/13/21 PAGE 1 OF 3
2021-15222 SURV 12/06/2021 11.33.20 AM Page 2 of 3
NW COR.PARCEL F N89.33'38"E(R)
SEC.18-84-24 1/4, -24 N89°33'50"E
S 158.00' NE CORNER
FOUND 1/2"REBAR SW1/4,NE1/4
W/YELLOW CAP REC. AS N89'33'36'E 1159.24' SEC.18-84-24
#17161 N89'33'50'E 1159.22' FOUND 1/2'REBAR
NE CORNER W/YELLOW CAP
PARCEL F #17161
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S,1`IC.,6.54 24 Im N
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15.50 P I
SE COR.PARCEL F
FOUND 1/2'REBAR
W/YELLOW CAP
#17161(TYPICAL)
CORNER
REC. AS REC. AS SEC.18-84-24
N89'52'43'E (2004) NW52-43-E (2004) FOUND 3/4'
S89.47'05-W 867.00' (2015) S89'47'05-W 447.71'(2015) REC. AS N89'52'43'E 1318.26' PIPE
_N89'46'57"E 867.10' N89°46'57"E 447.59' N89°55'18•E 1317.18'.
NE CORNER
— -- -- ---------- ------ NW1/4,SE1/4
SEC.18-84-24
FOUND 1/2"
�No : it REBAR
°f CENTER
SEC.18414-24 PARCEL H EXISTING 100'
'" FOUND 1/2'REBAR 1655286.02 S.F. TRANSMISSION
w W/ORANGE CAP 38.00 ACRES LINE EASEMENT C
to #11579 (2010-11570) 22 Ntc; `P
i� 22.21 PCRES o 6K 0,
PC'4
I
NW1j4,g 'ZA g�
SEC,18' �
(N30°46'13"W)
N89'46'57"E 420.43' S30*46'13"E SW COR.PARCEL A
(S89°46'57"W) 31.31' FOUND 5/8'REBAR
(N38'49'49"W) -- - — - — — — -_
S38°49'49'E ( ) 1 q
\ 231.31' ACRES N33 0'04'W SAC 4 1124
�c \ N69'46'57E 777.76'
PA R=205.00' \\ (S89°46'57"W)
A=78.69'
k ku A=21°59'39' \ \ I
�to B=S6140'31"E \
(N6140-31-W) \ \ 50'ACCESS
$ Ch=78.21' \ �� EASEMENT
Z (SEE PG 3)
\ S qq��
1118 PCRES \\ 312 p,GRE
- -- - Ng
S89057'49•W 1317.03' \ ��
SW CORNER REC. AS S89'58'38'W 1316.50'
LO
SC882 SE 40�E4 1
. - 44 POMM�N`` g vQ
FOUND 1/2"REBAR SEC.184W-24 I I C m c�
W/ORANGE CAP SET 1/2'REBAR I I I
#11579 W/YELLOW CAP
#17161
PARCEL IG �ti $�
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2016881.48 S.F. $F
46.30 ACRES TOTAL $ `'i�40
0.84 ACRES ROAD
ui I I 45.46 ACRES NET s; I
Y v
�$ P�pt 0 p6 041� SEAT,,a�124 R•
0Z
Il ACRES��PD
\ \I 250A64
A RE9 NEt� 24.E I
N89'4019'W(R)
N89°41'10"W \
' 185.00' SET 1/2'REBAR
W/YELLOW CAP
I #17161(TYPICAL) I
to
9.0 I I NO'10'48'E(R) EXISTING 30'XENIA FOUND 1/2•
.= N00'11'08"E WATER EASEMENT
250.00' (2004-14794) REBAR W1
ORANGE CAP
33.00' •5y
N89°41'10"W 1120.82'
SW CORNER N89'40'29'W(R) REC. AS N89'40'29'W 11'20.05' SE CORNER
SE,/4,SE1/4 LN89*41'IOVSEC.18-84-24
SET 1 24 185.00' W. 190TH STREET FOUND 3/4•
PIPE
W/YELLOW CAP
#17161
NOTE:CORNER POSITION
FOX AS PREVIOUSLY LOCATED
FOR CAMERON ESTATES
SUBDIVISIONS IN SEC.19.
engineering
N
FOX Engineering Associates,Inc.
414 South 17th Street,Suite 107
Ames,Iowa 50010 0 300 600'
Phone:(515)233-0000
FAX: (515)233-0103 FIELDWORK COMPLETED:10/13/21
JOB#14390-21A DATE:10/13/21 PAGE 2 OF 3
2021-15222 SURV 12/06/2021 11.33.20 AM Page 3 of 3
i
N3 ,4783'� pPRG�\•N
N38°49'49W
\ 240.95'
\ R=180.00'
A=128.87'
A=41°01'19" \
\ B=N54°30'40"W
Ch=126.14'
. \ I
SSA 14 N34°00'01"W \
SEC 16 24 \ 310.98' \
\ R=210.00'
\ A=56°54'51" I SEC 1li-64 24
B=N62°27'26"W
\ Ch=200.13' 89005'08"W R=144.04'
191.80' A=148.75' \
• A=59°10'15" \
B=N59°43'40"W \
\ Ch=142.23'
A=132.50' \
A=16°59'45"
B=N 18°28'10"W \
I Ch=132.01'
I \
I I
I P PRGEL G
I
I j
N00°11'11"W
529.41'
I SSG 1I24
SE
I
50'ACCESS
EASEMENT
I (25'EA.SIDE)
IR=200.00'
A=187.09'
A=53°3548"
B=N26°53'26"W
Ch=180.34'
N53°41'21"W
45.49'
\ Rs:190.00'
Asm184.12'
55°31'24"
N25°55'38"W
C =177.00'
0 I
N0194,04"E
2
_ ____ _ 33'ROW LINE _
�V50'04"E
. . — . . — . . — . —
S89°41'10"E 262.54' 33.01'
SW CORNER
SE1/4,SE1/4
SEC.18-84-24 W. 190TH STREET
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engineering
N
FOX Engineering Associates,Inc.
414 South 17th Street,Suite 107
Ames,Iowa 50010
Phone:(515)233-0000 0 150 300'
FAX: (515)233-0103
JOB#14390-21A DATE:10/13/21 PAGE 3 OF 3