HomeMy WebLinkAboutA001 - Council Action Form dated May 14, 2024 ITEM#: 16
DATE: 05-14-24
DEPT: P&H
COUNCIL ACTION FORM
SUBJECT: PLAT OF SURVEY(BOUNDARY LINE ADJUSTMENT) FOR 25016 SAND
HILL TRAIL & PARCEL TO THE SOUTH
BACKGROUND:
The subdivision regulations in Chapter 23 of the Ames Municipal Code include the process for creating
or modifying property boundaries and for determining if any improvements are required in conjunction
with the platting of property. The regulations also describe the process for combining existing platted
lots or conveyance parcels in order to create a parcel for development purposes. A plat of survey is
allowed by Section 23.309 for the consolidation of conveyance parcels and for boundary line
adjustments.
This proposed plat of survey includes two existing parcels located within the 2-mile
extraterritorial subdivision review area of the City of Ames. (see Attachment A and B). One parcel
is located at 25016 Sand Hill Trail (Parcel ID: 10-20-100-205) on the southeast corner of the
intersection of Sand Hill Trail and 250th Street. The second parcel (Parcel ID: 10-20-10-220) has not
been assigned an address, but abuts the southern boundary of the first parcel.
The request is for approval of a boundary line adjustment to swap land between two existing
unplatted parcels. The proposed platting will establish Parcels P and Q (see Attachment Q. This
can be accomplished through approval of a plat of survey by the City Council.
Proposed "Parcel P" contains one single-family home. Proposed "Parcel Q" is vacant. The property is
zoned A-1 (Agricultural) by Story County. Each parcel is owned separately. The house on proposed
"Parcel P" is owner-occupied. Access to both properties is from Sand Hill Trail.
The size of each parcel will not change with approval of the plat of survey (boundary line
adjustment). Only the configuration of the property boundary line that separates the two parcels
will change. Proposed "Parcel P" includes 3.41 net acres. Proposed "Parcel Q" includes 13.74 net
acres.
The parcels are within the Ames Urban Fringe and designated as Rural Character and Natural Area.
Although City policies do not support creating parcels in the Urban Reserve area less than 35
acres, adjusting the boundaries of existing parcels in a manner that does not create new
developable area is consistent with the policies of the land use designations. In this case there is no
net change of area of the parcels, only a reconfiguration of the boundary line between the two
parcels.
Approval of this plat of survey will allow the applicant to prepare the official plat of survey and submit
it to the Planning and Housing Director for review. The Director will sign the plat of survey confirming
that it fully conforms to all conditions of approval. The prepared plat of survey may then be signed by
the surveyor, who will submit it for recording in the Office of the Story County Recorder.
1
ALTERNATIVES:
1. Approve the proposed plat of survey.
2. Deny the proposed plat of survey on the basis that the City Council finds that the requirements for
plats of survey as described in Section 23.309 have not been satisfied.
3. Refer this request back to staff and/or the owner for additional information.
CITY MANAGER'S RECOMMENDED ACTION:
Staff has determined that the proposed plat of survey satisfies all Ames Subdivision Code requirements
for a boundary line adjustment of existing parcels and has made a preliminary decision of approval.
Planners with Story County confirm that the plat of survey meets their requirements. As rural
development, neither site meets urban development standards of the City; however, the boundary line
adjustment does not trigger any additional infrastructure improvements per City requirements, and as a
result there are no covenants provided with the proposed Plat of Survey. Therefore, it is the
recommendation of the City Manager that the City Council adopt Alternative#1 as described above.
ATTACHMENT(S):
Attachment A.pdf
Attachment B.pdf
Attachment C.pdf
2
35
.35 i
35
35
35-
N,35
35 ,r
135 -
:r
J
35j ... - •• _ . .
35
Location Map
7�rIL:, I16 Sand Hill Trail Parcel
i■i� � �1�■rl��i
Attachment B — Sketch of Existing Parcels
NE CORNER NI/4 CCRV[R
250TH STREE'(66) r SE- N-Nwva [C.D 1/2'
SE-zcal.2s "
SE'MPG NAIL N FOUND 1/Y
N'N CORNER REBAi /
N'_1/4,NW19 MC.•.I—N,671.0' WOOD iRIDf.P Kc...NBHY64'M 671'
3EC.20- z 480.51'30'E 670,39' - - N89°51'3PC 67062'
FOUN039' .
SMOOTH BAR
————————]3'WGMTOFWAT 4NE ——————————— ———
I N.240'W112,
4 I NEV4,NW114 a
16(UB1So J W
< 3 69 ACRES TCTAI
�r
]78 ACRES ROAD y 3.41ACRESNET dE
° I 8
2501E SAND HILL TRAIL
PID 102010020
I SE0`50'31'W 860.AW
I
I -
I I
I
I
I
I
I
l=
I m
� I w
i W112,NE114,NW1/4 to
o EX N.240'&PARCEL A
84 317.43 S.F.
Y 14.08 ACRES TOTAL I N
0.02 ACRES ROAD
'3.74 ACRES NET
<n
PIU:IL2010022C
I
del
�mml
3R$I
e I
N=^OR.PARCEL A
NW MRNFR FOUNOIR'REBA.R
PARCE.A _ 589°6247W 300.22 N'I'/ELLCw CA'
I AEt.AS xB9'11'w 308.m' _ I''Bgp
� I
COMPUTED
POE41
S89'50'17•N/3J[A3' SBB°50'111N 364.iNi' S89"50'17M'670.2"—
RfG AS 5'-06 300.od
SW CORNER ( SE WIHMLN
NE I/d.V1V114 5t W.PANLtL A 1V V4 NEIM NJY1/4
SEC.20-0323 UJNU EBT NLUAH _ SEC.2]-0323
FOUND Y8' U.21' LP UUkNLk
REBAR W/ n
PO NT
N CENTER
sec.-rT•nszs
wNu yr
0 12r 24r FOUND 311
U3EDF LINE
E TELLO V2/A
NORTH #17151 SKETCH OF EXISTING PARCELS
STRAND
OWNERS:
11.Sb..d amirmislre.i-sm�107 4.240:JASON&JESSICA MORTVEDT
A-1,w 60010 JOB#7229187 REMAINDER:JOSI I&TIFFANY STANTON
PI. ..(515:23334000 PAGE 2 OF 2
FAX'S15)233-0103
4
Attachment C — Proposed Plat of Survey
HE CCRNLP Niq::UNNEN
250TH STREET(66) W1n,VE1ra Nw1;a sED.2641323
3E 1
SEC'0-6323 FOUNC 12' I
T F6AG UIL Iv REBAR
IJW CORNER NEC.A3 N49'S4'V ATt N YA70D BRIDGE IUC.AS N3454'M 611'
NEtq,Nwrq N89'51'301E E70.39 N3E°55'3D"E 67Q67
SEC 20a.423
FVUND 3I4- (S48'33'44'F) '04'32-E
SNL10I11 BAR NdA°i1'N'N _311N
r ————————
ST RIOIRAf'NAY U1E-----_-28A7'
k. (N21'S152'E)
I p"M1 21.5152^N
NJ112. N. 51 P9'
(N60'35'34"E)
s I PARCELP NE o-as 's.0o' Isr/^se OR 66a'1112'
m< I 162452,6r S.Y. SEC' 77'58%
4 ACRFS TOTAL nip 25.59'
3. O.9lREAD
t ACREACRES NET P o
nr Qua
u�
3_16.1'P 6.LINE N.2aY 17A0' 142.90'
y�
SE
�o --�- 9'S7'31"VU 71f dfl'
N24-54'41^E) (1469'SY31"E)
524.5447" ;M3"5603"E)
51.11' SdD'S600"W
36.97
(N19'2182415E 4IVE 3"W
(µyV461i
5 S45'4613"E
.23J5' 29.77'
t e.59' T '1241"E) FOUNC 112'REDAR
SIFT 11'RFRAR S6P50311V 297.04' 261241 V/ USED FCR W LINE
'M YE-LOACAP (NB9°50'31'E) 3D42'
$17.61(TYPICAL)
lu
W �
ter3
< j3 l0 1I5.14N1
S I� N1'�c?°M26 11A
Ia FPRCFEP re CA12 p$=q'
a I �
it I PARCELQ y
62554650 S.F. m
J 14.36 ACRES TOTAL
= g� 0.62 ACRES RDAD
O r�i3 I 13.74 ACRE)NET y
3T
i
i
I
sol
`p
HE COR.PARCEL A
MM1 CERNER FOUND I2'REaAR
PARCEL 4 a99'62'47'lN 3]0.22 VI/YELLOWCA.P
R[C.2 NBY 11 W 300.00' F2�0
I >oO°IuiurED,I
S89"50'17'W 300.43' S89'50'-7'V7 364,W' S68 W17'W 6670.21'
W CUHNtH RR`F PAR4ir 36D09 SECCRNER
SWCU AN174 6ECCR.r"R 1 IVIJ2 WE, N".
SEC.20A''3 rCUNO Ste"KD a AR SEC NY8 .3
FOUND 3/b"� S.a..Or CORNER
REBAR lW
POINT
'rWr� Im
y 8
This Flat has been Prepared tD a'rTd the boundary
N betwoo'1 oKd56 IJ parce s described in Wartarty Deeds CENTER—�
tied at Ins:.No 2015-06764 and 2C21-09102.Ne'N SEC N e321,
deeds must be filed for the new parcels ROVxc 11
0 120' 240' p �USED FOR
LINE REBAR N/I
NORTHOR LINE M-1 61 CAP
STRAND
$Tarr!A96aC�8Ie9.In..
414 fvndN 171M1 Crm�,`\Illb IM
Am-Iowa—13 JOB#7229.1137
PM1m (ZIS)233039n 1 FAr,F J OF
FAX:(515)23 1 U3 -
5
Attachment C - Legal Descriptions
PLAT OF SURVEY
-OCATION pAPC=LS P a Q IN THE V/1/2,Nl NW I/4
SEC.20 33 23,STORY COUNTY,IOWA
IRCPP.11 : N.240':JASON S.&1ESSICA S.MORTVEDT
REPAINDOi:JOSI I a TIFFANY STANTCN
UrUl STFrt RYA 16SICA MOO T\Ai
aREPAREO BY R.BNRULrY hI UMECI PLS F17161
&RETURN TO: AMREASV pA S�QATES,INC.
515-233-0300
Survey❑escription-Parcel P
That pan of the West Half of the Northeest Quarter or the Ni Quarter of Soction 2Q Township 83 North,RanBa 23
West o'the 5:h P.M.Story County,Iowa,behg more parleulaAy described as follows:Beginning at the Northwest Comer
cf said Northeast Quarter of the Nadhwest Quarter,thence N89`5130"E,670.39`ae:b the Northeast Corner of said West
Half thence 800'04'32'E,33 00 feet along the east line thereof;theme to the centerine of ar existing creek
S21'S 1'S2'W bl.89 feet:theme S60'35'34"W,16.12 feet;thence N48'33'44"W.28.07 feet;thence S58"34'42'W,74.75
feet:then-N77'69i 26.59 feet;thence departing said centerline S00°04'32"E,134,02 feet to the south ine of the
North 240 feet of sad West Half;thence S89"50'3TW,210 48 feel aknlgg said south ine to the centerline of said creek,
thence followirtaa said centerline S43°55'00'"✓�',38 93 feet:thence 524°544 V11,51.11 feet;thence S19"24'15"E,32 98
feet;thence 845'46'13'E,29.77 feet;thence S26°12'41'W,30.42 feet;then-deparing said centehtm S89°6031"W,
287.04 feet Ic the west line of said Northeast Quarter of the Northwest Quarter,thence N00"17'34'"N,391.98 feet to the
point of tegmning,containirg 4.'.S acres,which includes 0.78 acres of ex sting PLUM right of way.
Survey Caseation-Parcel U
That part of the West Half of the Northeast Quaderof the Northweat Quarter of Section 20,Township 83 North,Range 23
West Of the 5'h P.M.,Elmy County Iowa,buin rave liculdrly da5LI Wed as fullvws.Cornrnencing at the Nmae:asl
Corner n-said West Half:itwnre S00"04'32'E,33.00 feet along tYe cast line thereof to the point of D9gmnmg;thence
-htinuirg S00°04'32°E,1286.78 feel to the Southeast Corner of said West Half,thence S69°50'171 364.96 fact along
the south line of said Northeast Quarter of the NDr hWEsi Quaner to the Southeast Comer of Parcel A therein,as shovm or
the Plat of Survey filed in Book 11,Page 22::hence NO0"20'33"W,244 78 feet to the Northeast Corner thereof;thence
889'5247'W 3W.22 feet to the Northwest Corner of said Parcel A and the west line of said Notheast Quarter of tie
Northwest Quater,thence NiP34"W,683.03 feet alorp sa-d line;tierce N8XW31'E,28'.-)4`eel to the cemerline of
an ews:ingg creek;theme following said centerline N26'1241"E,30,42 foot;thence N45°46'13'W,29.77 foot thence
N 19'24'15'W 32.98 feet,ilien-1424°54'47"E,51.11 feet.thence N43°55'00E,36.93 feet to the south line of the North
240 feet of saic West Half-thence NEg'5021"E,2100.48 Feet a�Dngg said line;thence N00"04'32"W,134.02 feet to the
centerline of said creek;theme following laic centerline S77`.,B'03°E,23.59 feet;theme N56`3442"E,74.75 lei tl•enee
548'3344"E.28.07 feel;therc-3 N60'3534"E,16.12 feet:thence N21'5T52"E.51.59`eel to the point o`begirning.
containing 14 36 acres which includes 0.62 acres of existing public rght airway.
The Ames City Council approved this Plat of Survey on ,2024,roth Resolution No. I
certify that it conforms to all condition W approve.
anmrg&Housing Directl
_7 I hereby certify that tits land eurvayMp document was prepared by me or under my direct serstnal
,, auP-.cn and that I am a duly licenwd Profaaelonal Lard Sirieyer alder the laws of the State of cea. a`�Lr�V�sj Fri
Gri
STRAND _=gg 17161 'gsc
414 S Lth Wintea ht. y4. 47WA aT=
4t'and cour a Mo.
Suite 107 R.ERADIEY STUMBO.PLS DATE PP
Ames.I wa60010 Liaenao-mbar 17161
=hole:516'1'1 l�616)2ai o 1-am My 1 removal date is December 31.2025- �4'ni/�,LA
=Ax: 03
:a/utrta :a/u4ta /Or t
6