HomeMy WebLinkAboutA001 - Council Action Form dated August 9, 2016 ITEM # 26
DATE: 08-09-16
COUNCIL ACTION FORM
SUBJECT: 5752 GEORGE WASHINGTON CARVER AVENUE PLAT OF SURVEY
BACKGROUND:
The City's subdivision regulations in Chapter 23 of the Ames Municipal Code include a
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 is for a boundary line adjustment of land owned by
the Ames Golf and Country Club (AGCC) in unincorporated Story County. The
Plat of Survey creates a separate lot for the majority of the developable area
associated with the AGCC.
The existing site is four quarter-quarter sections (minus rights-of-way) comprising
154.51 acres. It is the site of the recently approved The Irons subdivision. With the
approval of the subdivision, the Ames Golf and Country Club now wishes to transfer
ownership of the bulk of the developable land to the developer. This plat of survey
divides the four existing parcels into two parcels. Parcel M contains the bulk of the site
intended for single-family and twin homes, and Parcel N is the portion retained by the
AGCC. The three lots along 190th Street are not a part of this plat. These lots require no
public improvements and will likely be transferred at the time of final plat. The Plat of
Survey does not create additional buildable lots, and development of the site still
requires a final plat to be approved that complies with the preliminary plat.
Approval of this plat of survey (Attachment B) 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 County Recorder.
ALTERNATIVES:
1. The City Council can approve the proposed plat of survey.
2. The City Council can deny the proposed plat of survey if the City Council finds that
the requirements for plats of survey as described in Section 23.308 have not been
satisfied.
1
3. The City Council can refer this back to staff and/or the owner for additional
information.
MANAGER'S RECOMMENDATION:
Staff has determined that the proposed plat of survey for a boundary line adjustment
does not trigger City infrastructure requirements. The proposed plat of survey is a
precursor to implementing an approved preliminary plat. Additionally, covenants
agreeing to voluntary annexation, water territory buyouts, and waiver of protest of
assessments have already been received by the City as part of the preliminary plat and
subdivision waiver process.
Therefore, it is the recommendation of the City Manager that the City Council accept
Alternative #1 as described above.
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ADDENDUM
PLAT OF SURVEY FOR 202 SE 5T" STREET
Application for a proposed plat of survey has been submitted for:
❑ Conveyance parcel (per Section 23.307)
® Boundary line adjustment (per Section 23.309)
❑ Re-plat to correct error (per Section 23.310)
❑ Auditor's plat (per Code of Iowa Section 354.15)
The site is located at:
Owners: Ames Golf and Country Club
Existing Street Address: 5752 George Washington Carver Avenue
Assessor's Parcel #: 05-21-100-105
Legal Description: The NW % of Section 21, Township 84 North, Range
24 West of the Fifth Principle Meridian, Story County,
Iowa, except railroad right of way.
Public Improvements:
The preliminary decision of the Planning Director finds that approval requires all public
improvements associated with and required for the proposed plat of survey be:
❑ Installed prior to creation and recordation of the official plat of survey and
prior to issuance of zoning or building permits.
❑ Delayed, subject to an improvement guarantee as described in Section
23,409.
® Not Applicable. (no additional improvements required as a boundary line
adjustment)
Note: The official plat of survey is not recognized as a binding plat of survey for
permitting purposes until a copy of the signed and recorded plat of survey is filed with
the Ames City Clerk's office and a digital image in Adobe PDF format has been
submitted to the Planning & Housing Department.
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Attachment A- Existing Conditions
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RETURN To,CML DESIGN ADVANTAGE.3405 BE CROSSROADS DRAB SURE G.GRIMES,UL 50111,PH 3804400 FAK;369-410
PLAT OF SURVEY
LEGAL DESCRIPTION: AREA SUMMARY
G> AP PARCEL
ART OF THE NORTHWEST ARTER OF SECTION 21.TOWNSHIP 84 NORTH,RANGE 24 WEST OF THE FIFTH PRINCIPAL MERIDIAN,STORY COUNTY, NWI/
A QUARTER 4 NWI/4 140.393 SOFT.
IOWA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS; ROW IN PM/4NWi 14 31.518 SOFT. 8�LL
SWI/4 NWT/4 569,000 SOFT. !!
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 21;THENCE SOUTH DV6'48'EAST ALONG THE WEST LINE OF SAID SECTION 21.A ROW IN SWI/4 N'YA/4 72,945 SOFT.
DISTANCE OF 7116.25 FEET TO THE POINT OF BEGINNING;THENCE NORM 895S12'EAST,177.50 FEET;THENCE SOUTH 2E'4&49'EAST,524.88 TOTAL 913.846 SOFT.
N FEET,THENCE SOUTH BWSS12'WEST.307.23 FEET:THENCE SOUTH OVB'49'EAST.181.89 FEET;THENCE NORTH 895S12*EAST.74.DO FEET;
THENCE SOUTH OOB'48'EAST.196.65 FEET;THENCE NORTH 895SI2'EAST.11000 FEET;THENCE SOUTH OMS'48'EAST,127.76 FEET;THENCE PARCH.'N': G
NORTH 89'4Y33'EAST.286.DD FEET;THENCE SOUTH 07Y37'EAST,796.10 FEET TO THE SOUTH LINE OF SAID NORTHWEST OUARTER;THENCE NWI/4 NWII/4 1.474,30B SOFT.
Q SOUTH B9'47*33'WEST ALONG SAID SOUTH LINE,641.37 FEET TO THE WEST QUARTER CORNEA OF SAID SECTION 21;THENCE NORTH O'OW48' ROW IN NW1/4 NW1/4 M707 SOFT. W E.
WEST ALONG THE WEST LINE OF SAID SECTION 21.A DISTANCE OF 1631.13 FEET TO THE Pow OF BEGINNING AND CONTAINING 18.68 ACRES SW,/4 NW1/4 1.090.858 SOFT. xci
(813.046 SO ARE FEET).THE PROPERTY IS SUE IECT TO ANY AND ALL EASEMENTS OF RECORD. NE1/4 NWI/4 1.687.6014 SO.FT.
^ PARCEL ROW IN NE7/4 NWI/4 43.512 SOFT.
SF1/4 NWf/4 1.724.779 SOFT.
(L A PART,OF THE NORTHWEST QUARTER OF SECTION 21.TOWNSHIP 84 NORTH,RANGE 24 WEST OF THE FIFTH PRINOOAL L NDIAN,STORY COUNTY. TOTAL 6,109,768 SOFT. 7�
/yT IOWA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS; Ln
W BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 21;THENCE SOUTH 8956'35'EAST ALONG THE NORTH LANE R;SAID SECTION 21,A OWNE
� DISTANCE OF 2637.33 FEET 70 NORTHEAST CORNER OF SAID NORTHWEST QUARTER ALSO KNOWN AS THE NORTH QUARTER CORNER OF SAID AMES COIF&COUNTRY QUB
SECTION 21:THENCE SOUTH 005'29'WEST ALONG THE EAST UNE OF SAID NORTHWEST QUARTER.151&36 FEET:THENCE SOUTH 072VW WFSL 5752 GW CARVER AVENUE
C 1108.94 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER;THENCE SOUTH 89YY33'WEST ALONG SAID SOUTH LINE.198ODO FEET. THENCE 5752 IV A RVER 0
NORTH 09Y37'WES7.796.10 FEET; THENCE SOUTH 89'4733'WEST.2B&DO FEET;THENCE NORTH OV6'48'WEST,127.7B FEET.THENCE SOUTH
895Y12'WEST,110.00 FEET;THENCE NORTH OVB'48'WEST,198.85 FEET;THENCE SOUTH 8953'12'WEST.74.00 FEET;THENCE NORTH OV6'48' n
EWEST.131.69 FEET;THENCE NORTH 9953'12'EAST.301.25 FEET;THENCE NORTH 284549'WEST.624.85 FEET;THENCE SOUTH 895712'WEST. DATE OF SURVEY:
177.68 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER;THENCE NORTH OV6487 WEST ALONG SAID WEST LINE.786.25 FEET TO THE POINT
OF BEGINNING AND CONTAINING 140.26 ACRES(6,109.768 SQUARE FEET).THE PROPERTY IS SUBJECT TO ANY AND ALL EASEMENNIS OF RECORD. FEBRUARY 23.2016 3
LEGEND: FOUND SET a
Q SECTION CORNER AS NOTED Z
1 REBAR YELLOW CAP/6747 • O
THE AMES CITY COUNCIL APPROVED THIS PUT OF SURVEY ON 2016.WITH (NIE55 OTHERWISE NOTED)
RESOLUTION NUMBER I CERTIFY THAT IT CONFORMS TO ALL CONDITIONS OF APPROVAL PLATTED BEARING&DISTANCE P
MEASURED BEARING&DISTANCE M N
PLANNING&HOUSING DIRECTOR RECORDED BEARING&DISTANCE R c
DEEDED SEARING&DISTANCE 0 i W y
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RETURN TO:CIVIL DESIGN ADVANTAGE,3405 SE CROSSROADS DRIVE.SUITE Q GRIMES,IA.50111,PR 3M 4400 FAX 3694410 PLAT OF SURVEY
1 FND PK NAIL S89'5935"E 2637.33'(M) 3,w W 190TH STREET °
NW CDR N90°QO'00'E 2637.18'(R) ROW VARIES
SEC 21-84-74
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I N1/4 COR
SO'06'48'E 78625 I SEC 21-a4-24
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s E DETAIL I N LEGEND: FOUND SET V Jn
' I SECTION CORNER AS NOTED A Z
" I FND 1/2-REBAR /2 RWAR,YELLOW CM 16747
( I I W/YFLLOW CAP UNLESS OTHERNISE NOTED) • O CLI-'
S89°4T33"W 641.3T S89°4T33"W 1980 (�Q CENTER PLATTED BEARING&DISTANCE P d SEC 21-84-24
MEASURED BEARING&DISTANCE M
pi SO'04'54-E 1314.42'(M) RECORDED BEARING&DISTANCE R
,Vi SO0'21'27"E 1314.42'(R) I K89-47.33-E 2627.94'(M) DEEDED BEARING&DISTANCE D
^ FND PK NAIL N89.47'OrE 2627.94'(R) CENTERLINE =-
SW CDR SCALE FEET SECTION LINE
NWI/4 SW1/4 EASEMENT LINE
SEC 21-84-24 0 250 '®