HomeMy WebLinkAboutA020 - Resolution accepting Dedication of Right-of-Way for 1717 E. Lincoln Way with a Plat of SurveyITEM #:20
DATE:09-22-26
DEPT:P&H
SUBJECT:RESOLUTION ACCEPTING DEDICATION OF RIGHT-OF-WAY FOR E.
LINCOLN WAY WITH A PLAT OF SURVEY
COUNCIL ACTION FORM
BACKGROUND:
The City's Subdivision Code in Chapter 23 of the Ames Municipal Code includes a process for
creating or modifying property boundaries and for determining if any improvements are
required in conjunction with the platting of property.
The subject, unplatted (conveyance) property is located at 1717 E. Lincoln Way, just
northwest of the intersection with Freel Drive (Attachment A). The property is home to First
Class Signs. The owners have submitted a Minor Site Development Plan to build an addition
to the north side of the existing building. In order to approve the addition, the conveyance
parcel must be surveyed and established as a parcel with a plat of survey. With a
conveyance parcel plat of survey, the City requires easements and dedications
consistent with standards of Chapter 23. Right-of-way has never been dedicated for this
property and is proposed for dedication at this time.
After dedication of 0.26 acres of right-of-way, the remaining parcel will be 1.50 acres. The
right-of-way dedication will not create any encroachments of private improvements into the
dedicated right-of-way. The front property line will align with the lot immediately to the west.
The property to the east is a conveyance parcel and right-of-way has not been formally
dedicated.
Plats of survey for conveyance parcels are not ordinarily presented to City Council for
review, but because this particular plat of survey involves right-of-way dedication the
City Council must approve accepting the dedication of approximately 180 linear feet of
right-of-way along E. Lincoln Way. This dedication must be accepted before the plat of
survey can be recorded (see Attachments B & C). Deeds conveying the right-of-way for each
original property are shown in Attachment D.
ALTERNATIVES:
1. Approve a resolution accepting the right-of-way dedication with the attached deeds,
thereby authorizing the Planning and Housing Director to approve the final Plat of
Survey.
2. Deny the acceptance of the right-of-way on the basis that the City Council finds that the
requirements for Plats of Survey and right-of-way dedication requirements as described
in Sec. 23.307 and 23.308 have not been satisfied.
3. Refer this request back to staff and/or the owners for additional information.
1
CITY MANAGER'S RECOMMENDED ACTION:
The Plat of Survey will create a surveyed parcel for the existing conveyance parcel and
will dedicate the right-of-way for E. Lincoln Way. No other changes to the boundary are
pro posed. Therefore, it is the recommendation of the City Manager that the City Council
adopt Alternative No. 1, as described above.
ATTACHMENT(S):
Attachment A - Location Map.pdf
Attachment B - Plat of Survey.pdf
Attachment C- Acquisition Plat.pdf
Attachment D - Warranty Deed.pdf
2
E LINCOLN WAY
FREEL DR
Legend
1717 E. Lincoln Way
0 100 20050Feet
¯Attachm ent A
Plat of SurveyRight-of-Way Dedication1717 E. Lincoln Way
3
CL
CL
CL
CLIRIPIP
IP
IP
IP IP
IPIP
S89°43'25"E
230.34'
S89°43'25"E
230.34'
S89°43'25"E
230.34'
N89°53'33"W
179.89'
S89°47'07"E
259.95'
12
1
.
6
0
'
24
1
.
8
8
'
18
1
.
5
0
'
S89°48'30"E
130.11'
18
1
.
5
4
'
N89°58'03"E
179.77'
S89°45'10"E
232.81'
S0
0
°
3
1
'
2
4
"
E
62
.
8
8
'
S89°45'10"E
179.76'
N0
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3
0
'
1
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W
63
.
7
6
'
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1
1
"
E
18
1
.
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3
'
S89°45'10"E
2203.17'
S89°45'10"E 2615.73'
SEC. COR. TO SEC. COR.
SW1
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S
E
1
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4
SEC
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0
1
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PARCEL "R"
65,326.62 SQ.FT.
1.50 ACRES
PROPOSED TRACT "R"
10
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(260.0')
POINT OF COMMENCEMENT
S 1/4 CORNER
SECTION 01-83-24
FND CUT "X"
10' WATERMAIN
EASEMENT
S89°45'10"E
179.76'
(230.24')
(230.24')
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2
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(180')
(180')
S89°45'10"E
130.25'
N89°42'37"W
197.57'
(197.59')
POINT OF BEGINNING
PARCEL "R"
SE CORNER
SECTION 01-83-24
FND CUT "X"
LOT 1
LOT 2
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1
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W
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4
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E
63
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7
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E. LINCOLN WAY E. LINCOLN WAY
FND CUT "X"FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 5/8" REBAR
FND 5/8" REBAR
DATE OF SURVEY:
N
SHEET
1 OF 3
Proprietor:
Return To:
INDEX LEGEND
Description:
AMESCity:
County:
PROJECT NO.9980
STORY COUNTY
MARC C. HOODJER, P.L.S.
WHKS & Co.
1421 S. BELL AVE., Suite 103
AMES, IA 50010-7710
mhoodjer@whks.com
PLAT OF SURVEY
7-15-2026
THAT PART OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 1, T83N,
R24W OF THE 5TH P.M., STORY COUNTY, IOWA
SCOTT TANNER & JULI TANNER
My license renewal date is December 31, 2026
MARC C. HOODJER P.L.S.
License Number #22634
Date
Pages or sheets covered by this seal:
FND - PARCEL OR LOT CORNER
FND - PLSS CORNER (as noted)
LEGEND:
TANNER SURVEY STORY COUNTY, IOWA
SET - 1/2" DIAMETER x 30" IRON REBAR w/YELLOW
PLASTIC ID CAP (#22634)
SET - PLSS CORNER - 1/2" DIAMETER x 30" IRON
REBAR w/YELLOW PLASTIC ID CAP (#22634)
WA SUIISOO
DNLLAAN
PRO
M
O
DENRCCIL
22634
S
FE
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DO
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VR
EYO
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0
FEET
50 100
I hereby certify that this land surveying document was
prepared and the related survey work was performed by
me or under my direct personal supervision and that I
am a duly Licensed Professional Land Surveyor under
the laws of the State of Iowa.
NOTE:
SEE PAGE 2 OF 3 FOR LEGAL DESCRIPTIONS
SEE PAGE 3 OF 3 FOR EASEMENT DETAILS
ALL BEARINGS AND DISTANCES ARE THE RESULT OF G.P.S. OBSERVATIONS
UTILIZING THE IOWA D.O.T. RTN AND THE IOWA REGIONAL COORDINATE
SYSTEM ZONE 8.( ) RECORDED AS
I HEREBY CERTIFY ON __________________ THAT THE PLAT OF SURVEY IS CONSISTENT WITH
CHAPTER 23 OF THE AMES MUNICIPAL CODE AND ANY CONDITIONS OF APPROVAL.
__________________________________________________________
PLANNING & HOUSING DIRECTOR
4
LEGAL DESCRIPTION:
PARCEL "R" LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 01, TOWNSHIP 83 NORTH, RANGE 24 WEST OF THE 5TH P. M., STORY
COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 01, TOWNSHIP 83 NORTH,
RANGE 24 WEST OF THE 5TH P.M., STORY COUNTY, IOWA; THENCE SOUTH 89°45'10"
EAST, 232.81 FEET ALONG THE SOUTHERLY LINE OF SOUTHEAST QUARTER OF SAID
SECTION 01 TO THE SOUTHWEST CORNER OF CERTAIN PARCEL DESCRIBED IN
INSTRUMENT #2018-00001251 IN THE OFFICE OF THE RECORDER, STORY COUNTY,
IOWA; THENCE CONTINUING SOUTH 89°45'10" EAST, 179.76 FEET TO THE SOUTHEAST
CORNER OF SAID CERTAIN PARCEL; THENCE NORTH 00°30'18" WEST, 63.76 FEET TO
THE POINT OF BEGINNING, THENCE NORTH 00°30'18" WEST 363.03 FEET TO THE
NORTHEAST CORNER OF SAID CERTAIN PARCEL; THENCE N89°53'33" WEST, 179.89
FEET TO THE NORTHWEST CORNER OF SAID CERTAIN PARCEL; THENCE SOUTH
00°31"24" EAST, 363.47 FEET ALONG THE WEST LINE OF SAID CERTAIN PARCEL;
THENCE NORTH 89°58'03" EAST 179.77 FEET TO THE POINT OF BEGINNING,
CONTAINING 1.50 ACRES/65,326.62 SQ. FEET. SUBJECT TO EASEMENTS AND
RESTRICTIONS OF RECORD, IF ANY.
DATE OF SURVEY:
N
SHEET
2 OF 3
PROJECT NO.9980
7-15-2026
10 FOOT WIDE PUBLIC UTILTY EASEMENT (PUE):
THE SOUTH 10 FEET OF PARCEL "R" AS SHOWN ON PAGE 3.
10 FOOT WIDE WATER MAIN EASEMENT:
THE EAST 10 FEET OF THE SOUTH 135 FEET OF PARCEL "R" AS SHOWN ON PAGE 3.
LEGAL DESCRIPTIONS
5
6
CL
CL
CL
CLIRIPIP
IP
IP
IP IP
IPIP
S89°43'25"E
230.34'
S89°43'25"E
230.34'
S89°43'25"E
230.34'
N89°53'33"W
179.89'
S89°47'07"E
259.95'
12
1
.
6
0
'
24
1
.
8
8
'
18
1
.
5
0
'
S89°48'30"E
130.11'
18
1
.
5
4
'
S89°58'03"W
179.77'
S89°45'10"E
232.81'
S0
0
°
3
1
'
2
4
"
E
62
.
8
8
'
S89°45'10"E
179.76'
N0
0
°
3
0
'
1
8
"
W
63
.
7
6
'
S0
0
°
3
2
'
1
1
"
E
18
1
.
6
3
'
S89°45'10"E
2203.17'
S89°45'10"E 2615.73'
SEC. COR. TO SEC. COR.
SW1
/
4
S
E
1
/
4
SEC
.
0
1
-
8
3
-
2
4
PROPOSED PARCEL "R"
65,326.62 SQ.FT.
1.50 ACRES
TRACT "R"
11382.41 SQ.FT.
0.26 ACRES
10
'
P
.
U
.
E
.
S0
0
°
3
1
'
2
4
"
E
36
3
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4
7
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3
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1
8
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36
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H & B
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2
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1
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-
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0
7
0
4
6
(130.0')
(1
8
1
.
5
'
)
(1
8
1
.
6
6
'
)
(1
2
1
.
5
1
'
)
(2
4
2
.
1
0
'
)
(1
8
1
.
5
'
)
(260.0')
POINT OF COMMENCEMENT
S 1/4 CORNER
SECTION 01-83-24
FND CUT "X"
10' WATERMAIN
EASEMENT
S89°58'03"W
179.77'
S89°45'10"E
179.76'
(230.24')
(230.24')(180')
(180')
S89°45'10"E
130.25'
N89°42'37"W
197.57'
(197.59')
POINT OF BEGINNING
SE CORNER
SECTION 01-83-24
FND CUT "X"
LOT 1
LOT 2
N0
0
°
1
1
'
3
2
"
W
42
6
.
4
5
'
S0
0
°
3
2
'
1
1
"
E
63
.
7
9
'
E. LINCOLN WAY E. LINCOLN WAY
FND CUT "X"FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 1/2" REBAR W/ YLW
PLASTIC CAP #8136
FND 5/8" REBAR
FND 5/8" REBAR
WAR
R
A
N
T
Y
D
E
E
D
INS
T
R
.
2
0
1
8
-
0
0
0
0
1
2
5
1
DATE OF SURVEY:
N
SHEET
1 OF 1
Proprietor:
Return To:
INDEX LEGEND
Description:
AMESCity:
County:
PROJECT NO.9980
STORY COUNTY
MARC C. HOODJER, P.L.S.
WHKS & Co.
1421 S. BELL AVE., Suite 103
AMES, IA 50010-7710
mhoodjer@whks.com
ACQUISITION PLAT
7-15-2026
THAT PART OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 1, T83N,
R24W OF THE 5TH P.M., STORY COUNTY, IOWA
SCOTT TANNER & JULI TANNER
My license renewal date is December 31, 2026
MARC C. HOODJER P.L.S.
License Number #22634
Date
Pages or sheets covered by this seal:
FND - PARCEL OR LOT CORNER
FND - PLSS CORNER (as noted)
LEGEND:
EAST LINCOLN WAY AQUISITION SURVEY STORY COUNTY, IOWA
SET - 1/2" DIAMETER x 30" IRON REBAR w/YELLOW
PLASTIC ID CAP (#22634)
SET - PLSS CORNER - 1/2" DIAMETER x 30" IRON
REBAR w/YELLOW PLASTIC ID CAP (#22634)
WA SUIISOO
DNLLAAN
PRO
M
O
DENRCCIL
22634
S
FE
A ES
C .H
DO
R
VR
EYO
JER
0
FEET
50 100
I hereby certify that this land surveying document was
prepared and the related survey work was performed by
me or under my direct personal supervision and that I
am a duly Licensed Professional Land Surveyor under
the laws of the State of Iowa.
LEGAL DESCRIPTION:
TRACT "R" LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 01, TOWNSHIP 83 NORTH, RANGE 24 WEST OF
THE 5TH P.M., STORY COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 01, TOWNSHIP 83 NORTH, RANGE 24 WEST OF THE 5TH P.M., STORY COUNTY, IOWA;
THENCE SOUTH 89°45'10" EAST, 232.81 FEET ALONG THE SOUTHERLY LINE OF SOUTHEAST QUARTER OF SAID SECTION 01 TO THE
SOUTHWEST CORNER OF CERTAIN PARCEL DESCRIBED IN INSTRUMENT #2018-01251 IN THE OFFICE OF THE RECORDER, STORY COUNTY,
IOWA AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89°45'10" EAST, 179.76 FEET ALONG SAID SOUTH LINE OF SECTION 01 TO
THE SOUTHEAST CORNER OF SAID CERTAIN PARCEL; THENCE NORTH 00°30'18" WEST 63.76 FEET ALONG SAID EAST LINE OF SAID CERTAIN
PARCEL; THENCE SOUTH 89°58'03" WEST 179.77 FEET TO THE WEST LINE OF SAID CERTAIN PARCEL; THENCE SOUTH 00°31'24" EAST 62.88
FEET ALONG THE WEST LINE OF SAID PARCEL TO THE POINT OF BEGINNING, CONTAINING 0.26 ACRES/11,382.41 SQ. FEET TOTAL. SUBJECT
TO EASEMENTS AND RESTRICTIONS OF RECORD, IF ANY.
NOTE:
THE PURPOSE OF THIS PLAT IS THE ACQUISITION OF EXISTING RIGHT OF WAY OF
EAST LINCOLN WAY.
ALL BEARINGS AND DISTANCES ARE THE RESULT OF G.P.S. OBSERVATIONS
UTILIZING THE IOWA D.O.T. RTN AND THE IOWA REGIONAL COORDINATE SYSTEM
ZONE 8.
( ) RECORDED AS
7
Page 1 of 3
Prepared By: Ryan L. Haaland, Fredrikson & Byron P.A., 111 E. Grand Ave., Ste. 301, Des Moines, IA 50309; (515) 242 -8900
Return & Tax Docs To: City Clerk, 515 Clark Avenue, Ames, Iowa 50010
WARRANTY DEED
For the consideration of One Dollar(s) and other valuable consideration, Scott Tanner and Juli
Tanner, a married couple (“Grantors”), do hereby convey to City of Ames, Iowa (“Grantee”), the
following described real estate, as more particularly described on Exhibit A attached hereto and
incorporated herein by this reference.
The Grantors hereby covenant with the Grantee, and successors in interest, that they hold the real
estate by title in fee simple; that Grantors have good and lawful authority to sell and convey the
real estate; that the real estate is free and clear of all liens and encumbrances, except as may be
above stated; and Grantors covenant to warrant and defend the real estate against the lawful claims
of all persons, except as may be above stated.
Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular
or plural number, according to the context.
This instrument is exempt pursuant to Iowa Code 428A.2(6).
There is no known private burial site, well, solid waste disposal site, underground storage
tank, hazardous waste, or private sewage disposal system on the property as described in
Iowa Code section 558.69, and therefore the transaction is exempt from the requirement to
submit a groundwater hazard statement.
Dated: ________________________, 2026
ATTACHMENT D
8
Page 2 of 3
Grantors:
____________________________ ____________________________
Scott Tanner Juli Tanner
STATE OF IOWA, COUNTY OF STORY:
This record was acknowledged before me on _________________________, 2026 by Scott Tanner and
Juli Tanner.
__________________________________
Signature of Notary Public
9
Page 3 of 3
EXHIBIT A
TRACT "R" LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 01, TOWNSHIP 83 NORTH, RANGE 24 WEST OF THE 5TH P.M., STORY COUNTY,
IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH 1/4
CORNER OF SECTION 01, TOWNSHIP 83 NORTH, RANGE 24 WEST OF THE 5TH P.M., STORY
COUNTY, IOWA; THENCE SOUTH 89°45'10" EAST, 232.81 FEET ALONG THE SOUTHERLY LINE
OF SOUTHEAST QUARTER OF SAID SECTION 01 TO THE SOUTHWEST CORNER OF CERTAIN
PARCEL DESCRIBED IN INSTRUMENT #2018-01251 IN THE OFFICE OF THE RECORDER,
STORY COUNTY, IOWA AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH
89°45'10" EAST, 179.76 FEET ALONG SAID SOUTH LINE OF SECTION 01 TO THE SOUTHEAST
CORNER OF SAID CERTAIN PARCEL; THENCE NORTH 00°30'18" WEST 63.76 FEET ALONG
SAID EAST LINE OF SAID CERTAIN PARCEL; THENCE SOUTH 89°58'03" WEST 179.77 FEET TO
THE WEST LINE OF SAID CERTAIN PARCEL; THENCE SOUTH 00°31'24" EAST 62.88 FEET
ALONG THE WEST LINE OF SAID PARCEL TO THE POINT OF BEGINNING, CONTAINING 0.26
ACRES/11,382.41 SQ. FEET TOTAL. SUBJECT TO EASEMENTS AND RESTRICTIONS OF
RECORD, IF ANY.
10