HomeMy WebLinkAboutA018 - Resolution approving Plat of Survey for a Boundary Line Adjustment in rural Story County in the Ames Urban Fringe at 1568 & 2066 Stagecoach RoadITEM #:20
DATE:09-09-25
DEPT:P&H
SUBJECT:PLAT OF SURVEY FOR A BOUNDARY LINE ADJUSTMENT IN RURAL
STORY COUNTY IN THE AMES URBAN FRINGE AT 1568 & 2066
STAGECOACH ROAD
COUNCIL ACTION FORM
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 request relates to a proposed plat of survey for properties located at 1568 & 2066
Stagecoach Road. The proposed plat of survey is a boundary line adjustment between
the two existing parcels (see attached location map). Both parcels are outside the Ames
corporate limits, but within the 2-mile area where the City of Ames has jurisdiction for
the review of land divisions in addition to Story County. The subject properties are within
the Urban Reserve (see attached Map excerpt). Adjusting the boundaries of existing
parcels in a manner that does not create new developable area is consistent with the
policies of the Urban Reserve described within Ames Plan 2040.
1568 Stagecoach Road contains an existing 97.17 acre parcel. An existing 69.01 acre parcel
is located at 2066 Stagecoach Road to the north. The existing parcels will be reconfigured
into Parcels J and K (see attached Plat of Survey). The 1568 Stagecoach parcel (parcel J)
will be reduced in size to 93.54 acres and the northwestern portion of the boundary line
shifted to the north. The 2066 Stagecoach Road parcel (parcel K) will be enlarged in
size accordingly to 77.39 acres with its southeast portion of its south boundary line
shifted to the south.
As a boundary line adjustment, no infrastructure improvements are required. Therefore, no
requests for waivers of subdivision standards and accompanying covenants are
required. 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:
As rural development, the plat of survey does not meet the urban development
standards of the City. However, the boundary line adjustment does not trigger any
additional infrastructure improvements per City requirements. Staff finds that the
proposed plat of survey complies with Ames Plan 2040, as no new development parcels
are being created. Therefore, it is the recommendation of the City Manager that the City
Council adopt Alternative #1 as described above.
ATTACHMENT(S):
1568 & 2066 Stagecoach Road Location.pdf
1568 & 2066 Stagecoach Plat of Survey.pdf
2
E 13TH ST
BAILEY AVE
PHILADELPHIA ST
BOSTON AVE
EASTGATE DR
STAGECOACH RD
1568 & 2066 Stagecoach Road Location´
1568 & 2066 Stagec oach Road (Shaded)
Legend
PARC ELS
City Limits
AMES IN CORPORATED LIMITS
STR EET LABE LS - ALL @ 50000FT
Private
ISU Road
City Road
County Secondary
County Hwy
State Hw y
US H wy
US Interstate H wy 3
PLAT OF SURVEY
LOCATION:NW1/4 & THE SW1/4, NE1/4 OF SEC. 36-84-21/4,NW1/4 &THE SW1/4, NESTORY COUNTY, IOW
PROPRIETOR:AMES CHAPTER OF THE IZAAK WALTON LEAGUEOF AMERICA
HAILA FAMILY FARMS, LLC
REQUESTED BY:CHIP BALTIMORE
PREPARED BY& RETURN TO:R. BRADLEY STUMBO, PLS #17161STRAND ASSOCIATES, INCAMES, IA 50010515-233-0000
Survey Description Parcel J:
Part of Parcel A, as shown on the99-10160, allin tne a or thlat of survey filed in Book 11 Page 104, except Parcel C thereof, as shown on the Plat of Survey filed at inst. No uarterlying East of St the East Half of the Southwest Quarter and the West Half of the Southeast Quarter, part of the Southeast Quarter of the Northwest Quarter,lying East of Stagecoach Road and part of the Southwest Quarter of the Northeast Quarter, all in Section 36, Township 84 North, Range 24 West of the 5th
P.M., Story County, lowa, and all together being more particularly described as follows: Beginning at the South Quarter Corner of said Section 36; thence
following the boundary of said Parcel A N89°40 14"W, 115.72 feet; thence N01°18'44"E, 627.00 feet; thence $89°27'34"W. 657.03 feet to the centeriof
Stagecoach Road: thence N00°29'07"E. 807.97 feet to the Southwest Coner of ane,627.00 teet, thence S892/34 W.667.03 teet to the centerline ofStagecoach Road; thence NO0"29'07"E, 807.97 feet to the Southwest Corner of an existing tract, as described by deed filed at Inst. No. 2011-11887; thencerunning coincident with theNorthwest Coner thereof, thence ary thereof 589"30'53"E, 242.00 feet; thence N0O°29'07"E, 180.00 feet; thence N89"30'53"W, 242.00 feet to the
Quarter of said Section 36; thence departing the boundary of said Parcel A and following the centerine of Stagecoach Road N002745e of the SouthwestSecheroofs thence N2 22'16"E, 1068.27 feet to the Northwest Corner of said Parcel A, said point being on the north line
bearnng NO2°43 34W, 54.9 fet, thence departing said centerline N86 00'40E, 95.07 feet; thence Northeasterly, 98.45 feet along a curve heed by a chordthence Northerly, 54,.99 feet along a curve having a radius of 2203.89 feet, concave to the West, a central angle of22811 and bing s ftsubtended
of 106.00 feet, concave Northwesterly, a central angle of 53°12'45" and being subtended by a chord bearing N59°24'17"E, 94.95 feet, thence N324756
64.37 feet; thence Northeasterly, 165.89 feet along a curve having a radius of 256.00 feet, concave to the West, a central angle of et; thence N32°47'58
subtended by a chord bearing N14 No central angle of beingfeet thence 539608"42.5 fe1402"E. 163,01 feet; thence N04°19'50"W, 88.01 feet; thence N04 47'40"E, 51.24 feet; thence $89°47'19"E,
feet thence S39*56'08"W, 42.85 feet; thence S31°00'02"E, 208.54 feet; thence S37°16'05"E, 68.59 feet; thence S62°30'35"E, 40.35 feet; thenceS51°21'21"E, 207.84 feet; thence S79°04'09"E, 76.38 feet; thence N19*01'11"E, 78.26 feet; thence N86 33'19"E, 25.90 feet; thence S00 00'00"E, 218.07
feet to the north line of said Parcel A; thence S10°49'31"E, 290.91 feet: thence $28°47'34"E. 300.40 feet: thence S63°23'40"E 358.69 feet th0 , 218hrth line of said Parcel A; thence S10 49 31 E, 290.91 feet; thence S28-47 34 E, 300.40 feet; thence S63 23'40"E, 358.69 feet; thenceS89°47'06"E, 687.94 feet to the east line of said Parcel A; thence S00°19'37"W, 629.93 feet to the Northeast Corner of the Southwest Quarter of said
Southeast Quarter; thence S00°21'30"W, 727.17 feet to the Northeast Corner of Walter Family Campus Subdivision, formerly said Parcel C; thence
N8946'02"W, 722.59 feet to the Northwest Corner thereof, thence S02°17'58"W, 595.00 feet to the Southwest Coner therepf, said point being o the s
line of said Sectionpublic right of wion 36; thence N89*44'34"W, 569.52 feet to the point of beginning, all together containing 93.54 acres, which includes 2.12 acres of existing
K:Survey Descri
way.
Part of Parcel Aoarcel Khe99-10160, i the s shovn on the dlat of Survey filed in Book 11, Page 104, except Parcel C thereof, as shown on the Plat of Survey filed at Inst. No.
Southwest Quarter of the Northeast Quarter and part of the Northwest Quarter of the Southeast Quarter, all in Section 36, Township 84 North, Range 24West Half of the Southeast Quarter, part of the Southeast Quarter of the N
West of the 5th P.M., Story County, lowa, and all together being more particularly described as follows: Commencing at the Northwest Coner Kange 24
Southeast Quarter of the Northwest Quarter: thence N89°47'58 E, 197.69 feet along the north line thereof to the centerineoStst Corner of saidhe
point of beginning; thence continuing N89 4758E, 1158.05 feet to the Northeast Corner of said Southeast Quarter of the Northwest Quarter thence e5600.31281 ofe Northeast Quarter; thence S00°30'29"W, 400.00 S01°55'29"W,
200.00 feet; thence S02°57'29"W, 373.00 feet; thence S07°24'38"E, 354.81 feet to the Northeast Corner of said Northwest Qaetence S01 5529"
N28°47'34"W. 300.4019'37"W, 694.89 feet alet, thence st line thereof thence N89°47'06"w 687.94 feet thence N63°23'40"W. 358.69 fe southeas0feet; thence N10°49'31"W, 290.91 feet to the North line of said Parcel A, thence Noo 0000W 2140W, 358.69 feet: nor gWN00°00'00"W, 218.07 feet; thence S86°33'19"W,
25.90 feet; thence S19°01'11"W, 78.26 feet; thence N79°04'09"W, 76.38 feet; thence N57°21'21"W, 207.84 feet; thence N62°30'35"W, 40.35 feet; thence
N37°16'05"W. 68 94 feet: thence N31°00'02"W. 208.54 feet: thence N39-5608"E, 42.85 teet; thence N89°47'19"W. 118.23 feet: thence S04°47'40"W, 51.24feet; thence S04 19'50"E, 88.01 feet; thence Southwesterly, 165.89 feet along a curve having a radius of 256.00 feet, concave to the West, a central angleof37°07'45" and being subtended by a chord bearing S14 14'02"W, 163.01 feet; thence S32 47'55"W, 64.37 feet; thence Southwesterly, 98.45 feet along a
curve having a radius of 106.00 feet, concave Northwesterly, a central angle of 53°12'45" and being subtended by a chord bearing S59 24'17"W. 94.95 feet:thence S8600'40"W, 95.07 feet to centerline of Stagecoach Road: thence following said centerline Northerly. 252.50 feetalo W, 94,95 reet;
2203.89 feet, concave to the West, a central angle of 6"33'52" and being subtended by a chord bearing NO714'35"W, 252.36 feet; thence N10-3834Wfeet0040 W, 95.07 teet to centerline of Stagecoach Road; thence said centeri
feet, concave Southwesterly, a central angle of 44°04'47" and being subtended by a chord bearing N36°20'59"W, 257.91 feet: thence N58°30'19"W. 49.46116.83 feet; thence N13°15'30"W, 332.26 feet; thence N14°43'08"W, 285.07 feet; thence Northwesterly, 264.38 feet along a curve having a radius of 343.65
feet to the point of beginning, all together containing 77.39 acres which includes 0.98 acres of existing public right of wa
Acess
Range 2
Corner
W, 49.
land 50.00 feet in width across that part of Parcel K lyinga 50.0feet in width across that part of Parcel K lying in the Southeast Quarter of the Northwest Quarter of Section 36, Township 84 North,West of the 5th P.M., lowa, being situated 25.00 feet on each side of the following centerline: Commencing at the SouthwestsoryC
her of said Parcel K; thence Northerly, 25.00 feet along a curve having a radius of 2203.89 feet, concave Westerly, a central angle of 0°39'00 and beingsubtended by a chord bearing N04°17'09"W, 25.00 feet; thence N86°00'40"E, 33.00 feet to the Easterly right of way line of Stagecoach Road and the pointof beginning: thence continuing N86°00'40"E. 62.20 feet: thence Northeasterlv. 75.23 feet along a curve baving a radius of 81.00 feet, concave
Northwesterly, a central angle of 53°12'45" and being subtended by a chord bearng scurve having a radius ef 1.0 teet, concavthenceNorthwesterly, a central angle of 53°12'45" and being subtended by a chord bearing N59°24'17"E, 72.55 feet; thence N32°47'55"E, 64.37 feet; thenceNortheasterly, 149.69 feet along a curve having a radius of 231.00 feet, concave Northwesterly, a central angle of 37°07'45" and being subtended by a
chord bearing N14°14'02"E, 147.09 feet; thence N04°19'50"W, 88.01 feet, and there terminating
PARCEL ACCESS EASEMENT
BOUNDARY LINES BOUNDARY LINES
L#/C#Rad Arc Delta Bearing Bearing Cho /C#Radius Arc Delta Bearing Bearing Chord
C1 106.00'98.45'53°12'45"|N59°24'17"E S59°24'17"W 94.95'C3 2203 892203.89 25.00'0°39'00"|N04°17'09"W 25.00'
C2 256.00256.00'165.89'37°07'45"N14°14'02"E S14°14'02"W 163.0116204 C4 81.00 75.23'53°12'45"72.55
L1 N86°00'40°Е 95.07 C5 231.00 149.69 37~0745 N14-14'02“E 147.09
L2 N32~4755 E S32-4755 M 64.37 L11
L3 04°19'50"W 9'50"E 88.0 L12
L4 N04°47'40"Е 7'40"51
L5 39°56'08"W N39°56'08"E 42.85'L14
86 004
N86°00'40"E
32°47'55"
N04°19'50"W
62.20'
33.
88.01
S37°16'05"E16'05"E N37°16'05"W 68.9468.94
L7 S62°30'35°E N62°30'35"W 40.35'
S79°04'09"E N79 04 06 76.38'
L9 N19-01'11"Е S19-01'11 78.2
L10 N86°33'19 E S86°33'19 И 25.90
The Ames City Council approved this Plat of Survey on
Planning & Housing Director
SADANSTRANDASSOCIATES
Strand Associates, Ir17th Street.414 South 17th Street, Suite 107
Ames, lowa 50010Phone: (515) 233-0000
FAX: (515) 233-0103
2025, with Resolution Number I certify that it conforms to all conditions of approval.
a of lowa.supervision and that I am a duly licensed Professional Land Surveyor under the laws of the Stateof
R. BRADLEY STUMBO, PLS
License number 17161
My license renewal date is December 31, 2025.
JOB# 7283.001 DATE: 7/16/25 FIELDWORK COMPLETED: 7/15/25 PAGE 1 OF 2
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