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01-07-08 PCITEM 3.1 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 U? son Me—niona. Highway. Suite 202. Golden Valley, MN 55422 Telephone+: 763.231 2.555 Facsimile: 763.231.2Fir-1' 1 pldnri�r:S rnaepl<innirig (.ow PLANNING REPORT TO: Otsego Planning Commission FROM: Laurie Smith / Daniel Licht RE: Otsego - Johnson Building Relocation CUP REPORT DATE: 28 December 2007 APPLICATION DATE NAC FILE BACKGROUND 176.02 — 07.26 ACTION DATE 12 December 2007 8 February 2007 William and Mary Johnson have submitted an application to relocate an existing detached garage building to 7041 Odell Circle NE (Lot 5, Block 3 Lin Bar Estates 2nd Addition). The site is presently developed with a single family home with an attached garage. The subject site is zoned Residential Planned Unit Development (PUD) based on the requirements of the R-3, Long Range Urban Service District. Single family dwellings are a permitted use and detached garages are a permitted accessory use in this District. Section 20-19-1 of the Zoning Ordinance requires consideration of a conditional use permit (CUP) for relocation of existing buildings to lots within the City. Exhibits: A. Site Location B. Site Plan C. New Garage Photos ANALYSIS Building Relocation. The relocation of existing structures to lots within the City of Otsego requires compliance with the performance standards outlined in Section 20-19- 2, as follows: A. Upon relocation, the building shall comply with applicable requirements of the State Uniform Building Code. Comment: A building permit is required prior to relocation of any structure. Review and approval of the Building Official for conformance with the Uniform Building Code shall be a condition of approval. B. The proposed relocated building shall comply with the character of the neighborhood in which it is being relocated, as determined by the City Council. Comment: The neighborhood is fully developed with single family dwellings consisting of a mix of primarily wood frame structures. The garage structure to be located on the property is wood framed and will be consistent with this character. C. The relocated use will not result in a depreciation of the neighborhood or adjacent property values. Comment: Provided the structure has a similar character as adjacent dwellings and is in conformance with applicable performance standards, no depreciation is anticipated. D. The relocated structure shall be similar to the market valuation of adjacent principal structures as determined by the City or County Assessor. Comment: Although no market valuation information was provided for the proposed structure to be relocated, it is not anticipated to decrease the market valuation of the subject property. E. The relocated structure shall be ready for occupancy within six (6) months from the date of location on site. Comment: This requirement shall be made a condition of approval. Garage Description. The applicant is proposing to place an existing detached garage within the west side yard of the property, west of the existing single family home. The garage is 24 feet by 48 feet for a total of 1,152 square feet. The garage has one double overhead garage door on the front side that will be oriented to the street. The garage also has an access door on one side. The garage has an asphalt shingled roof with a 4/12 pitch. The exterior is constructed of stucco. The applicant states that the garage's exterior, including the soffit and fascia will be updated to match the existing home on the site. The garage will be placed upon a new permanent foundation. Lot Area and Setback Requirements. The following table illustrates required performance standards for single family lots and accessory buildings in the residential PUD District. 2 Lot Requirements Accessory Setbacks Lot Area Lot Width Local Street Side Yard Rear Yard Required 1 acre 150 feet 35 feet 10 feet 20 feet The subject site has a total area of 64,120 square feet, or 1.47 acres. The applicant is proposing to locate the new garage in the side yard of the subject site. The site contains ample room for placement of the detached garage in the side yard. The garage must be placed within the required setbacks: 10 feet from the side lot line and 35 feet from the front lot line. Accessory Building Standards. Accessory buildings are limited to a height of no more than 16 feet in the Residential PUD District. The applicant states that the garage is 15 feet in height, which is consistent with accessory garage height requirements in this district. Single family lots within the R-3 District that are 1.01 to 2 acres in area are allowed to have up to 1,500 square feet of detached accessory structures, which the area of the building is less than. There is also to be no more than two (2) detached private garages or accessory structures for each detached single family dwelling. Utilities. The site plan does not indicate the location of the existing individual sewage treatment system. As a condition of approval, the locations of the septic tanks and drainfields must be verified in the field and final garage placement will be subject to approval of the Building Official. As required by MN Rules Chapter 7080, sewage tanks must be located at least 10 feet from occupied buildings and drainfields shall be located at least 20 feet from occupied buildings. CUP Criteria. When considering CUP applications, the Planning Commission and City Council must also take into account the possible impacts of the building relocation based upon, but not limited to, the following factors outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Comment: The subject site is guided for low density residential uses by the Comprehensive Plan. A detached garage is a permitted accessory use in the Residential PUD District and the use is consistent with the guided land use for the area. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The surrounding area is developed with low density, single family residential uses which are planned to continue as discussed in the Comprehensive Plan. As such, the proposed use will be compatible with present and future land uses. 3 3. The proposed use's conformity with all performance standards contained in the Zoning Ordinance and other provisions of the City Code. Comment: The relocated structure shall be required to comply with all applicable performance standards. The location of the existing sewage treatment system in relation to the proposed new garage shall be subject to the review and approval of the Building Official. 4. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Comment: The relocated structure will be used for storage of personal property of the property owner and is not anticipated to generate traffic beyond the capabilities of streets serving the subject property. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The proposed use is not anticipated to have a negative impact to the City's service capacity. Security. Section 20-19-3 of the Zoning Ordinance requires that a security be posted for the relocation of existing structures. This security is required in part to cover any costs that may be incurred due to damage during the relocation and to encourage completion of the project. The security amount shall be determined by the Building Official and will be required as a condition of approval. RECOMMENDATION The proposed relocation of a detached garage to 7041 Odell Circle NE is consistent with requirements for building relocations based on the information that has been provided by the applicant. Our office recommends approval of the requested building relocation CUP subject to the conditions outlined below. POSSIBLE ACTIONS A. Motion to approve the CUP, subject to the following conditions: A building permit is applied for and approved by the Building Official prior to relocation of the structure. 2. The relocated structure shall be ready for occupancy within six (6) months from the date of location on site, subject to approval of the Building Official. 4 3. The relocated structure shall be updated to match the existing principal building on the lot within six (6) months from the date a building permit is issued for the building on the site. 4. The applicant is to submit a detailed site plan or certificate of survey identifying the proposed garage location in relation to the existing septic system and well locations, subject to approval by City staff. 5. A security as required by Section 20-19-3 of the Zoning Ordinance as determined by City staff is posted. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan and/or Zoning Ordinance provisions. C. Motion to table the application. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Tim Rochel, Building Official Andy MacArthur, City Attorney Ron Wagner, City Engineer William and Mary Johnson Daniel Berning, Ziegler Custom Homes, Inc. W EXHIBIT A HY-LAND SURVEYING, 03 LAND SURVEYORS Proposed Top of Block n 8700 Jefferson Highway _i— Proposed Garage Floor Osseo, Minnesota 55369 i5 Proposed Lowest Floor 493-5761 Type of Building - bururyors F Vt' SCL 5etVte vt4 A 1+ N D) Y, =�qv, 9e C2c FIRST HOME BUILDERS —1041 S tarrtifirstr P.A. INVOICE N0, 14,246-69 F.B. NO. 210-23 SCALE I"= 40' O Denotes Iron Monument O Denotes Wood Hub Set For Excavation Only x000.0 Denotes Existing Elevation O Denotes Proposed Elevation -4U-- Denotes Surface Drainage 0a'jj C.•trClr N•E- / 4 97 - — — — 99.3 4 40 C41' loa,S ----- to , ItS -41 - 100.7 I006 ,° T In h � '; 99.10 20 101, 5 A 1-- Iol.e2 G a�aeo' Py 'q 7 to r,b 6-4 99,1 4 o I � x 141,4% ,/� �.:,y�Q� '°• 1 1 zr; ti Im o 101.0 7 ° o �U 1 1 I / 1 I 1 1 20 — ____—_-----_JS 0 --294.91-_ 93.39 [] G & " O'd eeo3 97,44 9.273 /01.08 LOT 5, BLOCK 3, LIN BAR ESTATES SECOND ADDITION The only easements shown are from plats of record of information provided by client. I hereby certify that this survey was prepared me or under •� C' ` m direct suervision, and that I am a duly Registered Land Surveyor under the lows of the State of Minnesota. Signed !�/i• �'i-, ��"W Surveyed by us this 22ND day of APRIL 19 98 Milton E. and, Mi tnr'1 eg. No. 20262 EXHIBIT B T3 IM - 4 law ITEM 3.2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, Mfg! 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners«nacplanning.corn PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP RE: Otsego — Pressure Control Station #1 REPORT DATE: 2 January 2008 NAC FILE: 176.08 — 07.17 BACKGROUND The City of Otsego is acquiring a 4,000 square foot parcel at the northwest corner of TH 101 and 65th ,Street for the purpose of constructing Pressure Control Station #1 that will connect the 100,000 gallon water tower #1 with the 1,000,000 gallon water tower #3 both serving the east sewer district. The booster station is required due to the different elevations between the two water towers and will also allow for the future connection of existing water tower #2 (in the west sewer district) and future water towers as part of a City wide system. The parcel to be acquired is to be subdivided from Outlot A, Winter Addition with the cooperation of the propert� owner to allow for future extension of Quaday Avenue between CSAH 37 and 60t Street to abut TH 101 avoiding wetlands and maximize the developable area of the Winter property for future industrial land uses. The property is currently zoned A-1, Agriculture Rural Service District. The subdivision of the parcel and construction of the booster station requires a rezoning to INS District, a CUP for reduced lot requirements within the INS District and a preliminary/final plat. Exhibits: A. Site location B. Site Plan C. Preliminary/Final Plat D. Area Concept Plan ANALYSIS Use. The proposed parcel is being established to provide a location for a City utility structure necessary for the operation of the municipal water system. The proposed Pressure Control Station #1 will be located adjacent to existing trunk water lines is not related to the availability of services to the immediate area. Sanitary sewer service is not currently available. Utility structures such as Pressure Control Station #1 are defined as essential services by the Zoning Ordinance and allowed in all Zoning Districts. The proposed rezoning of the subject site to INS District reflects City ownership and operation of the essential service and provides greater flexibility in lot requirements and setbacks related to the size of the structure and site activity than provided for by the current A-1 District zoning. Lot Requirements. The INS District establishes provisions allowing the lot requirements for essential structures to be reduced based on the specific facility needs as a conditional use. As the proposed pressure control station is an enclosed, unmanned facility with almost no site activity, the spatial needs are minimal. The subject site has an area of 4,000 square feet. The proposed building is to be setback 40 feet from the existing right-of-way for 65th Street, 10 feet from the west lot line and five feet from the north line. The setback from the east property line is 20 feet, which will allow for a 30 foot setback in the future when Quaday Avenue is extended (as the right-of-way for Quaday Avenue will be less than required for the existing cul-de-sac). The proposed area of the site is adequate to accommodate the proposed use. Building Construction. The proposed building is approximately 392 square feet in area and 11 feet tall. The building will be constructed with a brick fagade and consistent with the design of other City utility buildings. The proposed building meets the requirements of Section 20-17-4.13 of the Zoning Ordinance regarding building materials and is within the height allowances of the INS District. Fence. There is to be a fence at the perimeter of the proposed parcel for the security of the facility. Section 20-16-6.K of the Zoning Ordinance would allow for this fence to be constructed of chain link and a maximum height of eight feet. Barbed wire security arms are also allowed provided that they are a minimum of seven feet above ground. Access. The subject site will be accessed from the cul-de-sac at the existing terminus of 65th Street. A gravel driveway is proposed to between the public street (also gravel) and the fenced portion of the site. The gravel driveway will likely be turned to access 65th Street and paved at such time as Quaday Avenue is constructed. Off -Street Parking. Pressure Control Station #1 will not be regularly staffed so there is no need for off-street parking beyond occasional service vehicle access. The area of the site within the fence and south of the building is shown on the site plan to be paved. The area is sufficient to allow parking and turnaround of typical service vehicles. Criteria. The proposed Zoning Map amendment and conditional use permit is to be evaluated based upon (but not limited to) the criteria set forth by Sections 20-3-2.F and 20-4-21 of the Zoning Ordinance: 061 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The need for the proposed pressure control station is consistent with the implementation of the Water System Plan to provide municipal water service adequate to accommodate existing and future land uses guided by the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The proposed use is an essential service incidental to an urban area that generates minimal site activity and/or traffic. The area surrounding the subject site is currently rural residential and planned for future industrial uses by the Comprehensive Plan. The location, design and construction of the proposed facility will be compatible with existing and future land uses in the area. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed use will comply with all applicable requirements of the Zoning Ordinance. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment. The proposed use will not generate traffic beyond occasional service vehicles as it is not a manned facility. Access to existing and future streets street is adequate. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The proposed facility is necessary for the operation of the municipal water system and provides for future capacity expansion. RECOMMENDATION Our office recommends approval of the proposed Zoning Map amendment, CUP and preliminary/final plat to provide for construction of Pressure Control Station #1. 3 POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve a Zoning Map amendment rezoning the subject site from A-1 District to INS, Institutional District based on a finding that the action is consistent with the Comprehensive Plan. B. Motion to deny the request based on a finding that the action would be inconsistent with the Comprehensive Plan. C. Motion to Table. Decision 2 — CUP and Preliminary/Final Plat A. Motion to approve a CUP and Preliminary/Final Plat for Otsego Pressure Control Station #1 Addition based on a finding that the request is consistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. B. Motion to deny the request based on a finding that the action would be inconsistent with the Comprehensive Plan. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Rod Winter, Winter Family Limited Partnership 11 m x EKWW 16" DW CL 52 v RNA INTOEXISTING 16" DIP CL 52 TRUNK TRUNK MATFRYAW�N, INSTALL (2)-16"X16" WYES, 16'"I BUTT Y' VANES, (2) 16"-45' SILT FENCE , 1)fN RNA HOLE, AND / AP ER MA EL 2EPLF116" DIP CL 52 PRASED TYPICAL BITUMINOUS PARKING AREA SECTION / %�tEERRII�AAIINN I I \ 16"-1 45' ND ) / i I I I FP�ROPOSED STETSON E CONTRO 927 — v / / I A 92 0 ,x a ::__ w ..x TYPICAL GRAVEL ENTRANCE SECTION ^� e.t.s. ��axumo anx0 cta • ,w. x I )SE6 WATER I I MAN HOLE I \ u) tG _ B (SEE DETAIL ON I \ No GRAVEL 1' aN 97) 9$bI�ET G-4)\6 1 I O Qth EEE ' F ENCE UNE SID OF F CE PROPOSED 3' 60 OPNCRETE APRON \ 1 926.00 SEd -W �6"- 45 -__LLII---------- p�P06EW HINDUS PARKING BENDS Eb ROPOSED 20' SLIDING GATE 1A\ Grovel PROPOSE \ Jst�—� / /PROPOSED EKISTxNc 6• l'wG-� 16"--45 GRAVEL �R9RANE DRIVE sig. Gravel -65TH STREET _�. N.E. DOmNC 1 .— ONw_-aNw ONw 1 ro loco n (Loo PRESS—) eoos,rrt uErzn rt\ ��,s•E,e• n,E nnw ,e• ar a az ,r eu,roEtr vM..e f,e•• eurrzEr vwvE R0� IV Do Q ex �"e•xe•.rE lei I FLOW DIAGRAM Ws ro roea P (wa PFIESSA0 SITE PLAN iVPOSF<D \ \ Z 16 I'm I "f AI \I l�E MC I plCOMM `OPO;ED I I )�d11AA I �UTUIIIE CUL-DE-SAC = I \ I I I Flosrals el, "C c_a G � � I— N M 0 0 b £NE M iF£f Hakonson Anderson nc. Assoc.,' ewe; A Enp,% enc k Smrgen Uu Se01 7Meebn Aw., Mpx4 wnnexeM N=427 -WO FAX 765-{77-0670 ...lakaua,-adwrw.oan NOTE: 1. CONTRACTOR SHALL COORDINATE CONNECTION TO THE EXISTING 16e TRUNK WATERMUN WITH THE CITY WATER AND WASTEWATER DEPARTMENT. THIS WORK MUST BE PERFORMED BETWEEN THE HOURS OF 12:00 AM AND 4:00 AM, WITH A MAXIMUM SHUT DOWN PERIOD OF 2-4 HOURS. ALL FITTINGS NECESSARY TO MAKE THE CONNECTION SHALL BE THOROUGHLY CLEANED AND DISINFECTED PRIOR TO INSTALLATION $O THE WATER MAY BE TURNED ON AS QUICKLY AS POSSIBLE. A� or SITE PLAN AND FLOW DIAGRAM V a vF" PRESSURE CONTROL STATION /1 CITY OF OTSEGO, MINNESOTA M OTSEGO BOOSTER STATION NO. 1 IDNOW ALL PERSONS BY THEY PRE M- Thal Wt Nr Fanly Molted Por, -Old. c MMewta pv 10, M o— of the ...N deealbW property a Oted In Me Canty of Wdght. State of Minnewta to rR'. Thal ppeartt / ODUot h WINTER ADDITION. Canty. MhnewM dwMOW as f.1- a", hq M,=t "- ,oardng to LINNESOTA DEPARTMENT OF TRANSPORu 0 RIGHT a WAY PIAT N0. 88-100 Mena S 0, a degrees 59 minatp 32 wcoiMe Wpt. awned baorh9 donq tfn -1 Ilne of wld Ou A o d•twa of 8!1.00 fat: Mena — 00 day-& SS mhalw 26 second& E- o 'R.— M SOW /wt M tM hlOwcNan r8h a the bwdn9 SwM SO d•g- S9 hut- 52 &wand& West hon mau t Mw :fT;8 M •aM MINNESOTA DEPARTMENT OF iRANSPdtTARON RNMT OF WAY PUT W. 86-108: -000 No- - degree• 59 mhulw W esead• Ful a dbb,c& of 50.00 iwt to -M Mnnumwt B4•'; Mena SaM 00 30 mYwtw 28 •&cad& Eat da9 M• r-frlY Ih• of M MINNESOTA DEPARTMENT OF IRANSPORTARON RICHT OF WAY PUT W. 66-106 o d&taa o SO ME to Z pont of bghnhµ Hae w- Me — to De -Ow d ar,d pbltW u OTSE00 BOOSTER STATION NO. 1. In Wt- —of. Bald Whtw Fomlly Limited PartneMip, boe cawed Mau pawnle to be elgned by ih proper ONlcar Mb _ day of 2DO& j WINTER FAMILY IIMITEO PARTNERSRP R -Y Q W1nls, MaagM, ON,- P-. STATE OF MINNESOTA OOMTY OF The O ryohy —wt roe odmoMWgOd b•fae me thb _ day of 2008 by Rodney G Mnta, Maa9h9 GOOD P -M of Wht•r FamgY I 1- Partnership. a —f of L por ov ip. Notary Pudlq ulmwob NY Cwnmi•&l,n Epbw: h..by aOtMy Mat wrwyea ad pbtlW a beetl wpON&W nN wrveylrp ad I. -%of Me IoM e..vleea a M4 pkt a OTSEW BOOSTER STATION NO, 1: Mb gat b a overeat raprantatbn of Bw Dandvy wrv&y, a� m&tl,0nvliod dot, and lobah arerMlyy drlp,atW: oN maummb dpi a Me pit have bwn or rTl M a0 y rt MMh a& ywr, W &Rlr beuWari&& ad -1100& ae of Mb data a deMW h Mlnne&ob Stalutw 51)5.01. Subd 3, are shorn d IabNa6 aW dl Pp [, -y w &no&n ad Idr&bd. uu, �a Iailu2l� Surveyv STATE OF NNNESOTA COUNTY OF TM A*9oh9 h&trummt ra& ,aNrwMW9W before me Mb day o/ 2008 by Chaffee R Clrbtopharean, Land Surveyor, Mlnn W IkW,w No, 1842& Notary Pudk. Wnnwota My COmnlwbn E,OL-: OTT APP 0R & R,b pot of OTSEGO BOOSTER STARON NO. 1 ra• approved ad 00-- by Me CRY Cane) of M. aty of Oow . Mhnwola at a mwnng hod an th4 day of 200& Mayo C sk DAINTY Sl WYOR ExanMW ad recanmWW for appro Mb _do, of 2008. W,eght Canty neyar OOUNTY AUOITDR Taw pod M a ywn lhrwgh yw/ _and IranNw — Mb _ dOY of 2008. WNgM County N dNa COUNTY TREASURER I hereby os Ky Mat taw w Ob4 h Me yea _ a lade herein de•Ulbed ee p,W Mb doy of 20C& "'t Canty Troaurr couhTry REwRDER M1 duly r�,y wt W ecMt MW M Cobhel Swro -�Mw Dow If n County R•cardW oo lar record tM& _ day It 2008 gt _ o'dgck �N., ad W,Vt Canty Rw . Preliminary Copy 12/11/07 CITY OF OTSEGO COUNTY OF BRIGHT SECTION 35, T. 121, R. 23 1 I I () I •C s I VICINITY MAP I V) I00 ♦ � � ♦ 11'f o a) ♦J' ♦J' < Ir N89'59'52'Er j 50.00- - Ld �♦J f M O L01 1 O m p{ Ld :n O g 00 g �•p o o - ♦ Block 1 i �; t- - - T { 50.00 .a -- -- R I / I t .�... 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