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HomeMy WebLinkAboutA001 - Council Action Form dated November 10, 2014 i ITEM # 19 DATE: 11-10-14 COUNCIL ACTION FORM SUBJECT: PLAT OF SURVEY FOR 5318 & 5500 2401" STREET (SW GROWTH AREA) BACKGROUND: The City's subdivision regulations are part of Chapter 23 of the Ames Municipal Code. The Subdivision Code includes the process for creating or modifying property boundaries and for determining if any improvements are required in conjunction with the platting of property. The City also uses the Subdivision Code as means of reviewing the status of conveyance parcels, which are non-conforming lots created through a private conveyance of land, to determine if the lot is indeed a buildable lot. A Plat of Survey is a single-step review within Section 23.308 for City Council approval of minor activities, such as boundary line adjustments and conformance determination of conveyance parcels. These parcels are located outside the Ames corporate limits in the Urban Fringe, approximately one-half mile west of the intersection of U.S. Highway 30 and South Dakota Avenue (see Attachment A, Location Map). This particular Plat of Survey is for a proposed boundary line adjustment of two existing parcels, as shown on Attachment B, Existing Conditions. Both parcels contain a single-family home. In this instance, the property owners seek to adjust the boundary between the two parcels by enlarging the existing parcel (proposed Parcel G) from 2.56 acres to 3.58 acres. The size of the other existing parcel (proposed Parcel F) would be reduced from 75.78 acres to 74.76 acres. The two parcels are located in the "Urban Service Area (USA)" of the Urban Fringe. This particular area is designated in the LUPP as part of the SW Growth Area. Story County has waived the exercise of its subdivision authority in areas designated as USA. The USA is the area adjacent to the city limits and is planned for urban development. Land in the USA should be protected from any form of development that would constrain the efficient growth of the community. Inappropriate development in USA would include low-density development lots served by on-site wastewater treatment systems and other forms of rural development. The proposed Plat of Survey is not for the purpose of additional, or development that would be inconsistent with the USA. Approval of this plat of survey will allow the applicant to prepare the official plat of survey, and the Planning and Housing Director to review and 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, making it the official plat of survey, which may then be recorded in the office of the County Recorder. 1 ALTERNATIVES: 1. The City Council can adopt the resolution approving 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. 3. The City Council can refer this 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 code requirements for a boundary line adjustment of existing lots with principal structures and has made a preliminary decision of approval. Therefore, it is the recommendation of the City Manager that the City Council accept Alternative #1, thereby adopting the resolution approving the proposed plat of survey. 2 ADDENDUM PLAT OF SURVEY FOR 5318 & 5500 2401h 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: John R. Moore & Wanda McCay Chaffin Trust Existing Street Addresses: 5318 & 5500 240th Street Assessor's Parcel #: 0918100235 and 0918100210 Legal Description: Parcels D and Parcel E, which is part of the Northeast Quarter of the Northwest Quarter of Section 18, Township 83 North, Range 24 west of the 5th P.M., Story County. 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. 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. 3 ATTACHMENT A: LOCATION MAP WEB TER ST Priority Transitional Residential E1 T4�nIPJ �T w Urban.Residential^ CL C,t e ,z c7 J w P+�tx7 �D ti r, JIPG, 4V.Y .j ill,? _- 4SP ,i c uItLire and Faris Service 2401 H 5 zi T t t { Urban Residential X . { r r tial Natural Areas LU j r z D U DARTC;7OOR RCS i �Agri cult re and Farm Service Urban Resides iat c Naturil Areas ZUMWALT STATION RD Legend General Location of = sLPl;pctSite, Proposed Plat of Survey �► N Ames Ciry Boundary Miles 4 ATTACHMENT B: EXISTING CONDITIONS RECEIVED OCT 17 2014 CRY OFAMESJOWA WL Of PLANNING&HOUSING R. BRADLEY STUMBO P.C. BOX 1664 AMES, TOWA 50010 54-5-233-366S SKETCH OF EXISTING PARCELS 240TH ST. (66') 100. 8 N114 CORNER FOUND BOAT SEC. 18-83-24 Nw CORNEA--- PIKE 359.94' FOUND 60d NAIL NEI/4NWI/4 ..N89'30 47"F B61.55 S69'30'47^W SEC ,8-83-24 FOUND 3 14" SMOOTH BAR 4 'E SOO'14'45"E 315.GS 303.4 PARCEL E PID 0918109235 0 111616.15 S.F. 2.56 ACRES TOTAL 027 ACRES ROAD ---SOO'li'4C"E 2:29 ACRES NET 38 7,72 N.S EASEMENT _­N89'31'06"E 101.41' 300 t4'49*E 144.35 f_,N89 i7'42"E . 9 . FOUND 1/2 --S00'03'15'W REBAR (TYP.) 30.44' "-SB9'17'4'"W 98.44' PARCEL D PID 0918100210 3300916.00 S.F. 75.78 ACRES TOTAL 0.65 ACRES ROAD io 75.13 ACRES NET SE CORNEA NEI/4. NWJ/4 SEC. 18-63-24 FOUND 5/8- REBAR W/YELLOW CAP 07434 2.51' EAST OF LINE vi O O sag 38 w 1319.99, CENTER SW0N C R ER�— SEC 16-B -24 SEI/4, NW /4 FOUND 3/4 REBAR SEC 18-83-24 FOUND 1/2 EBAR ELLOW/Y CAP uOr #16263SKA Date: J0110114 W #6566 GRAPHIC SCALE I"=30 PROPRIETORS: PARCEL D WANDA CHAFFIN MCCAY TRUST PARCEL r; 300 600 900 JOHN R. MOORE 0 ATTACHMENT C: PROPOSED PLAT OF SURVEY RECEIVED OCT 17 2914 1TY OF AMES OF &�HO WA OUT US114C, R. BRADLEY STUMBO P.O. BOX 1664 AMES, IOWA 50010 515-233-3689 PLAT OF SURVEY .—NW COR. PARCEL E ' FOUND BOAT SPIKE N89'3047"E 240TH ST. (66') 0.26' N. OF LINE + 100.78' NW CORNER-- N09 30' 47'E Pbi 55' N89"30 47'E ..... Al NE1 J4. NWI/4 SEC. 16-83-24 FOUND 3J4' -Ni/4 CORNER SMOOTH BAR 1b 5 1.14 S �" SEC. 18-83 24 F.ASF.MeN a i - U n FOUND 600 NAIL m o v o h aN2 PARCEL 6 (889.30 47"W) 1 v 155839.36 SO FT N89'30'47"E 3.58 ACRESTOTAL 359.55' w 0.27 ACRES ROAD 3.31 ACRES NET `r o IIIw n 'FOUND 1/2" REBAR 0.28' W. OF CORNER 0 —SOO'14'45"E 144.35' N89'31'06'E'' ..-N89'17'42`E 101.41' 98.60' ' --S00'O3'i5"W FOUND 1/2' 30.44' REBAR 0.46 W. OF CORNER `-S89'17'42"W 98.44' ,N +r h m m - N ij4. 1 s I NI.- __ v PARCEL F `'SSE CORNER NES14. NWS/4 0 1` 3256692.78 SO FT SEC. i8-83-24 p FOUND 5/8' REBAR 0 74.76 ACRES TOTAL W/YELLOW CAP o 0 0.65 ACRES ROAD Y7434 2.51' EAST m z 74.11 ACRES NET OF LINE It w 0 w © N U7 v Ul a ._.I o m U UO G U t--f FOUND 1/N DEBAR a= PROPRIETORS: O (UNLESS- SEETT1/2' REBAR wJ NOTED). PARCEL D: WANDA CHAFFIN MCCAY TRUST /2 Q PARCEL E: JOHN R. MOORE YELLOW CAP i'171o'1 (L SURVEY REQUESTED BY: DOUG MCCAY O SW CORNER SEI/4, NW1/4 SEC. 18-83-24 CENTER FOUNO 1/2" REBAR SEC. 18-83-24 W/YELLOW CAP / FOUND 3/4' ! •6586 REBAR 589'35'38'W 131g.99' Certification: I hereby certify that this land surveying LEY document was prepared and the related survey work was performed QP SrG by me or under my direct personal Supervision and that I am El � YGENSCc� ii� (July licensed Land Surveyor under the laws of the State of Iowa. Q. a 17161 Date: �, R. Bradley S'tumbo License N17161 <6 ga My license renewal date is December 31, 2015 . 1OWN Jab #16263A Date: 10/10/14 Page i of 2 w4L LA Fieldwork Completed: 10/07/14 6