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PL 05/07/2003 - 6975CITY OF FRIDLEY AGENDA � PLANNING COMMISSION MEETING WEDNESDAY, MAY 7, 2003, 7:30 P.M. ---------------------------------------------------------------------- ---------------------------------------------------------------------- LOCATION: CITY COUNCIL CHAMBERS FRIDLEY MUNICIPAL CENTER, 6431 UNIVERSITY AVENUE NE CALL TO ORDER: ROLL CALL: APPROVE PLANNING COMMISSION MEETING MINUTES: April 16, 2003 1. PUBLIC HEARING: Consideration of a Special Use Permit, SP #03-07, by RJ Ryan Construction Inc., for the purpose of a rock crushing operation on the no�th side of the property, generally located at 8170 Hickory Street NE. (Tabled from the 4-16-03, Planning Commission meeting.) 2. PUBLIC HEARING: Consideration of a Special Use Permit, SP #03-08, by Michael Malone, to construct a second accessory structure (attached garage), generally located at 635 Ely Street NE. 3. PUBLIC HEARING: Consideration of a Special Use Permit, SP #03-09, by Michael Wojcik, to construct a second • accessory structure (garage), generally located at 109-76th Way NE. 4. RECEIVE THE MINUTES OF THE APRIL 15. 2003. ENVIRONMENTAL QUALITY & ENERGY COMMISSION MEETING. 5. RECEIVE THE MINUTES OF THE MARCH 6. HOUSING AND REDEVELOPMENT AUTHORITY MEETING. OTHER BUSINESS: ADJOURN • � � � � DATE: TO: COMMUNITY DEVELOPMENT DEPARTMENT PLANNtNG DIVtS10N Memorandum April 30, 2003 The Planning Commission FROM: Scott Hickok, Community Development Director Paul Bolin, Planning Coordinator Stacy Stromberg, Planner SUBJECT: Special Use Permit Request #03-07, RJ Ryan Construction Company As you will recall, at the April 16, 2003 Planning Commission meeting, special use permit #03-07 was tabled to al4ow staff additiona{ time to review and analyze the stipulations that were presented by Malcolm Mitchell, President of the Springbrook foundation. Upon review and meeting with Frank Frattalone, CEO of Frattalone Excavating, the following are the changes and responses to those suggested stipulation changes: Springbrook Foundation Recommends: Stipulation #2 change to read: "Crushing shall occur no more than 60 days a year, with not more than 20 days being during the months of May through September." Staff s Response: Staff has changed the stipulation to read "Crushing shall occur no more than 72 days a year, with not more than 36 days being during the months of May through September." The crushing operation will be allowed Monday through Saturday which is a six day week, thus the 72 days and the 36 days. The stipulation was changed to reflect days versus weeks as requested by the Springbrook Foundation. However, the petitioner has stressed the necessity of additional time during the months of May through September and has requested an additional 12 days. After thoroughly reviewing the request and understanding that summer months are when most construction takes place, staff agreed to change the stipulation. Springbrook Foundation Recommends: Stipulation #4 change to read: "The maximum height of any stockpile shall never exceed 15 feet." • Staff's Response: The change to this stipulation would require the addition of the word "never." When City staff words stipulations, we look at them from an enforcement perspective. Staff is aware that occasionally the pile (or a portion ofl may exceed the 15 feet requirement; however, the petitioner will be required to ensure that the pile doesn't exceed 15 feet at the end of a shift or the end of the crushing day. We have to be reasonable in our enforcement and the wording of the existing stipulation is sufficient. Springbrook Foundation Recommends: Stipulation #10 add a clause that stipulates the � minimum total gallons per minute of water flow required to settle the dust during operation. Staff's Response: There isn't a magic number to determine the minimum total gallons of water required to settle dust during the crushing operation. The amount of water used to settle the dust is dependent upon the type and moisture of the material being crushed as well as the weather. Frattalone has indicated that their experience has proven that different days, with different atmosphere conditions wil! require different watering techniques and volumes. They have committed to controlling dust and understand the danger to their special use permit and exis#ence on the site if they do not do so. Staff recommends that we leave the volume of water and watering techniques to them, and simply monitor to assure dust control success. Springbrook Foundation Recommends: Stipulation #11 change to read: The petitioner shall obtain all the necessary permits and approvals that are required by the Minnesota Pollution Control Agency. This may include, but not be limited to, an NPDES permit, a certification of a condition of no exposure, a stormwater phase 1 or phase 2 permit, air emission permit regarding particulates, Environmental Assessment Worksheet, etc." Staff's Response: City staff had contacted the Minnesota Pollution Control Agency prior to the report you received before the April 16, 2003 Planning • Commission meeting. An environmenta! assessment worksheet (EAW) is not required, as it doesn't meet the criteria. Frattalone Excavating and Grading Inc., has an air emission permit from the MPCA, which authorizes the construction, modification, and operation of nonmetatlic mineral processing. A stormwater phase 2 permit is incorporated with an NPDES permit for construction and industrial activities, if the MPCA deems that the project requires one. Staff would recommend leaving the stipulation as it is worded, as it puts the responsibility on the petitioner to work with the MPCA to get an NPDES permit or a certification of a condition of no exposure prior to commencement of operation. Springbrook Foundation Recommends: Stipulation #13 change to read: "Noise level _ shall comply totally with the Fridley noise ordinance, including the decibel measurements and the location at which the measurements are to be taken, provided that the noise levels shall not exceed 66 decibels at the north boundary." Staff s Response: City Code requires that noise in the industrial districts cannot exceed 80 decibels at the property line. In response to the Foundation's concern, the petitioner intends to move the crushing equipment an additional 80 feet from the northern property line. So, the equipment will be placed around 180 feet from the northern property line, which is 669 feet from the nearest trail in the Springbrook Nature Center. Springbrook Foundation Inquire: Stipulation #17: What does "ensure compatibility" • mean? Compatibility with what? Staff s Response: The purpose of staff's wording is to ensure that the stipulations are being adhered to and that neighboring property owners aren't negatively impacted as a result of granting this special use permit. � Springbrook Foundation Recommends: Add Stipulation #18: "The petitioner shall determine and document the pH of the creeks/streams into which runoff water from the property will enter. This shall include any cyclical variations in pH that may occur on a daily, weekly, monthly, seasonal or other basis. The runoff and/or discharge from the petitioner's property shall be maintained with a pH range of 6.5 — 8.5, as measured 20 feet downstream of the discharge point." Staff's Response: Jon Haukaas, Public Works Director submitted this statement regarding this proposed stipulation addition: � I don't believe there is any basis to support the stipulation requiring monitoring the pH associated with the storm water runoff from a rock and concrete crushing facility. 1 cannot find anything from the MPCA relating to this issue. While I can understand the concerns in this area, without sound reasoning and information to benchmark against or technical data showing what the limits should be, 1 don't see how we can justify a requirement like that. • The second issue is the enforcement. Again, without some kind of limits to measure against, what do we enforce? Also, who does the monitoring, testing, reporting, etc? What is the penalty? Without answers to these questions and hard evidence to back it up, we do not � have any business trying to impose these requirements on any facility. Therefore, staff would not recommend adding this stipulation. Springbrook Foundation Recommends; Add Stipulation #19: "The petitioner shall furnish sound measuring equipment to the Springbrook Nature Center as follows: 1 portable battery-operated decibel meter with a capacity to document sound level readings over at least a 24 hour period and sufficiently accurate and sensitive to determine compliance with the City of Fridley ordinance that specifies sound levels. If and when either portable device has operational difficulties that would render it unable to meet the above requirements at any time in the future, the petitioner shall provide a fully operational portable device of equat or greater functionality within a short period of time, meaning days, not weeks." Staff s Response: The intent of the Foundation's request is clear; however, it is illegal, inappropriate, and unethical to request money or goods from a petitioner as a condition of approval of a land use request. STIPULATIONS The following are the stipulations staff recommends if the special use permit is granted. 1. Hours and days of the rock crushing operation shall be limited to 7:00 a.m. to • 7:00 p.m., Monday through Saturday. 2. Crushing shall occur 72 days a year, with not more than 36 days being during the months of May through September. 3. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17 Each year, the petitioner shall provide the City with a tentative calendar in which the weeks of crushing will occur; a one-week notification is required to modify the calendar. The maximum height of all stockpiles shall not exceed 15 feet. The final landscape and screening plan shall meet code requirements and be reviewed and approved by City staff prior to issuance of a building permit. An 8 foot screening fence shall be installed on the west, north and east perimeters of the site and shall be properly maintained. A storm pond maintenance agreement shall be filed with the City prior to commencement of operation. Drive aisle to be paved and concrete curbing installed as indicated on site plan. Crushing of limestone shall be prohibited. Water service and use shall be through a permanently installed water meter. The petitioner shall obtain a NPDES industrial discharge permit or certify a condition of no exposure from the Minnesota Pollution Control Agency prior to commencement of operation. All State and City regulations shall be met for noise, dust and air quality. Noise le�el shall not exceed 80 decibels at the property line. Truck traffic shall be routed on 81 St Avenue to and from University Avenue. Site to be watered as needed to keep dust down. All loads to be watered when leaving the site and streets to be cleaned daily if necessary. Specia! use permit shall be reviewed in one year to ensure compatibility. � � . � City of Fridley Land Use Application SP #03-07 April 16, 2003 GENERAL INFORMATION SPECIAL INFORMATION Applicant: RJ Ryan Construction Inc. 1100 Mendota Heights Mendota Heights MN 55120 Requested Action: Special Use Permit to allow a rock crushing facility in M-3, Heavy Industrial. Outdoor Intensive District. Existing Zoning: M-3 (Heavy Industrial, Outdoor Intensive District) � Location: 8170 Hickory Street Size: 819,290 sq. ft. 18.80 acres Existing Land Use: Vacant . Surrounding Land Use & Zoning: N: Vacant & M-3 E: ANR Freight System & M-3 S: Park Construction & M-3 W: Railroad Tracks & RR Comprehensive Plan Conformance: Consistent with Plan Zoning Ordinance Conformance: Sec. 205.19.02.C.2 requires a special use permit to allow rock crushing. Zoning History: 1965 — Lot is platted. 1968 — Building is constructed. Legal Description of Property: See attached survey. Public Utilities: Utilities are available in the street. Transportation: Hickory Street would provide access to the site. . Physical Characteristics: Grass and tree covered, relatively flat. SUMMARY OF PROJECT The petitioner, RJ Ryan Construction Inc., who is representing Frattalone Excavating, is seeking a special use permit to allow a rock crushing and recycling facility at 8170 Hickory Street. SUMMARY OF ANALYSIS City Staff recommends approval of this special use permit, with stipulations. Rock crushing facilities are a permitted special use in the M-3, Outdoor Intensive Heavy Industrial zoning district. CITY COUNCIL ACTION/ 60 DAY DATE City Council — April 28, 2003 60 Day — May 12, 2003 Existing Property Staff Report Prepared by: Stacy Stromberg �`��IIC�1�] REQUEST The petitioner, RJ Ryan Construction Company, who is representing Frattalone Excavating and Grading, Inc., is seeking a special use permit to allow a rock crushing and recycling facility on the northern 325 feet of the property located at 8170 Hickory Street. Dahlke Trailer Sales Company will occupy the southern portion of the property. ANALYSIS The subject property is located on Hickory Street and is vacant and has never been developed. The property is zoned M-3, Outdoor Intensive Heavy Industrial. The properties to the north, east and south are also zoned M-3, Outdoor Intensive Heavy Industrial. To the direct west of the property are tf�e railroad tracks and the property beyond the railroad tracks is zoned M-1, Light Industrial and M-4, Manufacturing only. Existing Property • � In late 1992, the M-3, Outdoor Intensive Heavy Industrial zoning district was created and approved by the City Council with little discussion. The intent of this new industrial district was to control the location of outdoor intensive uses to assure compatibility with adjacent uses. The purpose was to allow the location of trucking terminals and intensive outdoor uses, such as crushing and recycling facilities. The prope�ties in which the M-3 zoning applied to are generally located between 79th and 83`d Avenues, the Railroad and Main Street. • The crushing operation will be 489 feet from the nearesf trail in Springbrook Nature Center and 745 feet from the nearest single-family home. The closest neighbors are industrial properties. • City Code allows the operation of a rock crushing facility with a special use permit in the M-3, Outdoor Intensive Heavy Industrial zoning district. As stated above, the petitioner is requesting to allow the location of a rock crushing and recycling operation on the northern 325 feet of the property located at 8170 Hickory Street. A rock crushing and recycling operation involves taking used concrete and asphalt materials and recycling it into high quality Class 5 or Class 6 gravel base product. • . _ .�3�-{ Left Photo - Raw material Right Photo — Pile on the right is the finished product, Pile on the left is scrap metal pulled from the raw material to be recycled. Noise —In order to prepare for this request, staff conducted an on-site inspection of Frattalone's rock crushing operation. The equipment staff viewed and heard will be the same equipment that is used on the proposed site. The decibel levels given to staff by Mr. Frattaione in his narrative are the same numbers staff witnessed on the inspection. When we were sitting in a vehicle with the windows shut, 200 feet from the equipment, the decibel level is around 54. When we opened the windows the decibel level went up to around 70. At 100 feet from the equipment, the level with the windows closed was still around 54 and with the windows open it went up to around 75. With the windows open, 50 feet from the equipment, the decibel level was at 76. The City's noise ordinance states that noise in the industrial districts cannot exceed 80 decibels at the property line. Rock Crushing Equipment Dust/Dirt — Frattalone Excavating has a permit from the Minnesota Pollution Control Agency for dust control. They have an air emissions permit, which authorizes the construction, modification and operation of nonmetallic mineral processing. When staff conducted their site visit we also observed how the dust operation is controlled. Throughout the rock crushing process there are several water sprinkling devices that keep the material wet, which aides in reducing the dust level. As a result there is minimal dust created from the machine and process. To prepare for operation on this site, Frattalone Excavating will be required to pave their driveway and install curbing. They will also be required to sweep and clean the streets daily or more if necessary to rid the street of any dirt and debris. City staff has not received any comments from neighboring property owners. RECOMMENDATIONS City Staff recommends approval of fhis special use permif, with stipulations as the stipulations on this request should reduce any adverse effects experienced by neighboring properfy owners. STIPULATIONS Staff recommends that if the special use permit is granted, the following stipulations be attached. 1. Hours and Days of the rock crushing operation shall be limited to 7:00 a.m. to 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 7:00 p.m., Monday through Saturday. Crushing shall occur 72 days a year, with not more than 36 days being during the months of May through September. Each year, the petitioner shall provide the City with a tentative calendar in which the weeks of crushing will occur, a one-week notification is required to modify the calendar. The maximum height of all stockpiles shal( not exceed 15 feet. The final landscape and screening plan shall meet code requirements and be reviewed and approved by City staff prior to issuance of a building permit. An 8 foot screening fence shalf be installed on the west, north and east perimeters of the site and shall be properly maintained. A storm pond maintenance agreement shall be filed with the City prior to commencement of operation. Drive aisle to be paved and concrete curbing installed as indicated on site plan. Crushing of limestone shall be prohibited. Water service and use shall be through a permanently installed water meter. The petitioner shall obtain a NPDES industrial discharge permit or certify a condition of no exposure from the Minnesota Pollution Control Agency. All State and City regulations shall be met for noise, dust and air quality. Noise level shall not exceed 80 decibels at the property line. Truck traffic shall be routed on 89 S` Avenue to and from University Avenue. Site to be watered as needed to keep dust down. All loads to be watered when leaving the site and streets to be cleaned daily if necessary. Special use permit shall be reviewed in one year to ensure compatibility. • � �� March 18, 2003 Stacy Stromberg, Planner CITY of FRIDLEY Fridley Municipal Center 6431 University Avenue, NE Fridley, NIN 55432 F. M. FRATTALONE FXCA1rAT1HG dc GRADING� Il1iC. 306G Spruce Street • St Paul, MN 55117 (651) 484-0448 • Fax {G51) 484-7839 www.fmfrattalone.com Re: Frattalone Rock Crushing Facility At 8170 Hickory Street NE, Fridley, MN 55432 Dear Stacy: Pursuant to your request, we are pleased to provide the following information: . . Type of Business/Operation Recycling concrete and asphalt ma.teriaLs into high quality gravel base product. We stockpile the recyclable concrete and asphalt until we have a quantity of approxirriately 25,000 to 50,000 cubic yazds. We then move our portable crushing equipment to the site and crush the material into the finished product. We expect to do this one time during our first year of operation, and l�cely twice each subsequent yeaz. The crushing operation yields roughly 3,000 tons per day. Depending upon market demand, crushing opera.tions would only take place between 6 and 12 weeks during the year. In addition to the gravel operation, we would process and sell black dirt. • Hours of Operation Retail operations: 7:00 A.M. to 5:30 P.M. Crushing and material handling operations: Per City code for type of zoning. • Months of Operation Twelve. • Anticipated Longevity at this Site Due to the lazge start-up investment, we would hope to make this a permanent operation. � • Volume to be crushed 90,000 to 180,000 tons per yeaz. COMMERCIAL •(NDUSTRIAL • MItNICfPAL • t1TiLIT1E5 • DEMOLITiON • ENVIRONMENTAL �� Stacy Stromberg Mazch 18, 2003 Page Two • Height and number of stockpiles Four (4) stockpiles; each approxirrlately fifty (50) feet high. • Egplanation of all equipment and equipment locations Our equipment woutd consist of primary and secondary crushers, a front-end loader, conveyors, magnets and a generator. The location of the equipment is dependent on the location of the rubble piles, however we will make every effort to be least intrusive. • Type of screening, buffering and landscaping on site The total site will be screen fenced, have a berm, trees and grass on the street side. The large stockpile, once established, will be covered with soil on the west end • and the north and south sides, and then seeded with natural grasses. • Description of truck watering and street cleaning practices Truck watering of the roadways as needed (generally twice per da.y). Street cleaning will be performed on a daily basis or more frequently if necessary. • How are the city and state environmental regulations going to be met, monitored, reported, including but not Gmited to; noise, dust and air quality Frattalone Excavating has a permit for dust control from the Minnesota Pollution Control Agency, which is kept current, and is monitored by the MPCA. Also, we have tested the noise levels during crushing operations, and offer the follow�ing: at a distance of 200 feet, while sitting in a pickup truck with the windows shut, the decbel level is less than 54, with the windows opened it is 66 to 73 with the front end loader operating. At 100 feet, the level with the windows closed is at 54; with the windows opened it rose to 75 (loader operation did not increase the level beyond 75). Stacy, we very much look forwazd to working with you as we move forward with this new operation, and we feel it will be a benefit to the city and its residents to ha.ve a solid source of quality gravel and black dirt available locally. Our operation in Little Canada is well received by the public, and we have a strong partnership with city officials. � • CJ � Stacy Stromberg March 18, 2003 Page Three Should you have questions, or if you require further information, please do not hesitate to contact me. Sincerely. F. M. FRATTALONE EXCAVATING & GRADING, INC. .�C��1 ' Frank M. Frattalone CEO __ _`� 1 Z.f1J IZ �;.' � VJ'�.:VIiY �AI �'I \ �: 4 i, �, 4L< �� . FP.OM :R.J. Ryan FAx N0. :6516810235 � SF;N�2 i-a083 1 a �^se RROM - C I TY OF FRI Dt.E1' CITY 0� FRIDLEY G431 �lNIVEEtSITY AV�NU� F�ot.�r, MN sgasa (763) s?Z�592 .� �G. ;4'.� P. � Feb. 1 ��3 1�0'��23AM . � j� COMMUN�TY DEYELOPMEN7 DEPARTM�NT SPEClAL USE PE!lM1T APPLICATIDN FOR: Residential Socond Accessory Others Propetty Iden�io�tion Humoer.. . 6oga1 pascrtptlon: Lot,,_;!'� Sto�k �._ .. , . . Current Zonina:,_w� Raason for 3pecisl U��: ; ,� � ,.._,,.,.. � Have you opereted a busin�es in � Qiq► whfoh hquir�d s businsu Ikenae9 Y� �, No ,r„ tL If Y�s, whiah City't � If Y4s, Mfiet typs of buslt�s? Mles that licenas svar dAnled or %vokvd? Ye�,�.� No �.— ..,....,..... (a it app�ar� on tlro proporty d!h) tContr��ct ou�hitsers: �ve owMts must s1Att lhit � p�for to proeossinp.j „ DAYTIfYlE ADDR�S9:, DAYTI�+AE F , .,...r.,..�,��...M.�.,.,.....�.....�..� .,,.�.�.,.,�.�-� Sectbn af CI�I Code: , Fe�e.� ;100.00 Rosid�n!!�! �ooetd i�00.00 t�en� APpUouUon Number: •-d Rttoi *' � Rsoelvsd Br: — - d., schedt�led P�anninp CanMiuio� oato: : �pr�� i�,� � -� � ��_�. ,i.,. _� Saheduied Clty C�ncll Da�s: �.: a. ;' 10 Day Appiias�tion Complet� Netl vn �a�: _�r =� �+y� ��- ^ 60 Dp�► Dste; � ()') ��- !' �L.�Cr' � � �J � • CITY OF FRIDLEY PUBLIC HEARING NOTICE BEFORE THE PLANNING COMMISSION TO: All property owners/residents within 350 feet of property generally located at 8170 Hickory Street NE. CASE NUMBER: S ecial Use Permit, SP #03-07 APPLICANT: RJ Ryan Construction Inc. Petitioner or re resentative must attend the Plannin Commission meetin . PURPOSE: For the purpose of a rock crushing operation on the north side of the property. The above item was heard at the April 16, Planning Commission meeting, and was tabled until May 7, 2003, for further review. LOCATION OF 8170 Hickory Street NE. PROPERTYAND LEGAL The South 844 feet of that part of the Southwest of the DESCR/PTION: Northeast Quarter of Section 3, Township, 30, Range 24, which lies East of the Railroad right-of-way. And That part of the Southwest Quarter of the Northeast Quarter of Section 3, Township 30, Range 24, which lies East of the Railroad right-of-way. Southerly of the Northerly 135 feet of said Southwest Quarter of the Northeast Quarter and Northerly of the South 844 feet of said Southwest Quacter of the Northeast Quarter. DATEAND TIME OF Planning Commission Meeting: HEAR/NG: Wednesday, May 7, 2003, at 7:30 p.m. The Planning Commission Meetings are televised live the night of the meeting an Channel 17. PLACE OF HEAR/NG: Fridley Municipal Center, City Council Chambers 6431 University Avenue N.E., Fridley, MN HOW TO 1. You may attend hearings and testify. PARTICIPATE: 2. You may send a letter before the hearing to Paul Bolin, Planning Coordinator, at 6431 University Avenue N.E., Fridley, MN 55432 or FAX at 763-571-1287. SPECIAL Hearing impaired persons planning to attend who need an ACCOMODATIONS: Interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 763-572-3500 no later than May 1, 2003. The TDD # is 763-572-3534. ANY QUESTIONS: Contact Paul Bolin, Planning Coordinator, at 763-572-3599 or Stacy Stromberg, Planner, at 763-572-3595. Publish: April 3, 2003 April 10, 2003 � °=:� City of Fridley ►�� I � s♦ �1 ♦ I ♦� t ♦ . Special Use Permit Request #03-07 '=1 , � � � L ,W^+ V/ � L � Y U _ 81 st Avenue RJ Ryan Construction Company 8170 Hickory Street Fridley MN 55432 � / so��S: Fridley Engineering Fridley GIS Anoka County GIS Map Date: 4/2/03 3ad Address 10 � 3ad Address 5 =RIDLEY,MN 55432 ;I (�F FRIDLEY 3a ddress 1 =RID�EY,MN 55432 �URRENT RESIDENT S1 81STAVE NE =RIDLEY,MN 55432 :URRENT SIDENT 3170 HICI��RY ST NES� =RIDLEY,MN 55432 � ��ENT ESIDENT 3250 HI�ORY ST NE,,,�� =RIDLEY,MN 55432(�;'� �URREN � SIDENT 3293 ASHT N AVE IV� =RIDLEY 5432� -CASBOHM DONALD �012 BERNE CIR =DINA,MN 55436 �11CHA L fNV TMENTS 2665 L LK RD #120 ROSE IL ,MN 55113 R C/O NOR-ELL INC 3 ress 7 S ,MN 55104 Bad Address 11 Bad Address 6 FRIDLEY,MN 55432 CON-WAY CENTRAL EXPRESS PO BOX 4138 PORTLAND,OR 97208 CURRE T ESIDENT 7900 BE H ST NE u;��i FRIDL , N 55432 CURREI�T ESIDENT 8199 HI ORY ST NE FRIDLEY, N 55432 �� CURRENT RESIDENT 8251 ASHTON AVE NE FRIDLEY,MN 55432 FRIQLEY CITY OF Badr�ddress 4 FRIDLEY,MN 55432 LAND & SCHILLE PARTNERS 15179 BLUEBIRD ST NW ANDOVER,MN 55304 PAR ONSTRUCTION Bad dress 13 FRIDL Y,MN 55432 RKI INC C O NOR-ELL INC Bad A ess 8 ST PAU MN 55104 Bad Address 12 BROWN WILLIAM T& RANDY A 161 ELY ST NE FRIDLEY,MN 55432 CURRENT RESIDENT 181 ELY ST NE FRIDLEY,MN 55432 CURRE'Ny RESIDENT 8161 �TON AVE NE �) FRIDLE ,MN 55432 N ��" CURRENT RESIDENT 8201 HICKORY ST NE FRIDLEY,MN 55432 CURRENT RESIDENT 8290 MAIN ST NE FRIDLEY,MN 55432 KADLEC PETER J& RICHARD G 160 ELY ST NE FRIDLEY,MN 55432 GuYr�nf P{9dP� 8101 ASHTON AVE NE FRIDLEY,MN 55432 RICHARD N CARLSON 2238 FERRIS LN ROSEVILLE,MN 55113 RKI 1 C C/O NOR-ELL INC Bad dress 9 ST PA L,MN 55104 � _ _ CITYOf FRIDLEY FRIDLEY �I�NICIPaL CEV"I'ER • 6-t31 G�I�+'ERSITY .��'E. N.E. FRIDLEY. �iN 55�13= • (763) �?l-3-150 • F.�`C (763) �7 (-! ?87 April 21, 2003 RJ Ryan Construction inc. 110 Mendota Heights Mendota Heights MN 55120 Dear Petitioner: This letter is in regards to your Special Use Permit request, SP #03-07. The Planning Commission tabled your Special Use Permit on April 16, 2003 to allow staff additionaf time to analyze additional stipulations that were presented at the meeting. As a result, the City is exercising it's right to extend the 60 day agency action rule until June 21, 2003 for your Special Use Permit request. • Your Special Use Permit request will now go before the City Council for final action on May 19, 2003. If you have any questions, please feel free to contact me at 763-572- 3595. Sincerely, :� ; � �:'�;�5 ,� ��.��n,,�,� ��c1 Stacy � mberg Planner cc: Dahlke Trailer Sales 1150 Old Highway 8 _. New Brighton MN 55112 C-02-38 � Frattalone Excavating Attn: Frank Frattalone 3066 Spruce Street Little Canada MN 55117 ' D A H L K E T R A 1 L E R S A L E 5, I N C. F. M. FRATTALONE EXCAVATING, INC. ' (northern portion of property) �II m� ; � i •� i ^i -`k •I �� v a i o° � � - BAq(FlLL W/ NEW � GOOD OUAt1tt lOPSqI Ac SEED NEW --, BINMINOUS -��:;,�-i:� PA�EMENT I. � � E%ISTING -'� B�n S SUBGRAOE SOIL q�qE�,q� %�86-12 CONCRETE CURB A1 Nor ro Sc��E \,� � � L� � i � �� ' �� •- 6'0 571. PIPE FlLL N/ CONC, ROUND TOP PAINT BOLLARD 30 LB FELT JOINT NATERIAL NP. CONC. SLAB t_� iz'� roonNc I 12'i 3 6"0 STEEL BOLLARD A1 ScALE: t 2" � t'-o�- 6'-0' � b � a� i 'I� a^ X ��i SLOPE UP .a o � MAX. 1:12 � i p Y � 6'-O� \ a �+ �^. 6� I � < �\ s � �{ m I � �a1 ACCESSIBLE CURB CUT A1 scn�E: � ♦ _ ��_or- 91TUMINWS PANNC MOUNTABLE CURB� �TM � C � -�`-- � - -_ __ � � � �� ; \ � � \\ � �� \ �\ '\ � ` �� \�� '\� � \ �� ' 1� \ �. � ' \ `\ , � � �'�\ ,�\ \ -STOpCPILE` s;�` \- ` \\ ,. \ .\ � � � � �� `\� �_ \ \\� \ \ ~\ , � \ � �� \ \ ` \ \ �, �G \ � -� \ �� '. �, � � 2 � � ' \ ��"�, �\ ��2 �� \� \\� \ \��, \\ � Z � � ' � � � ��,�� PROPOSE7i �� 0 �� 1 � PONOINq •. �� C�� CATION �\ � � � \�\� � � " \\\ \ 0 AMINCS-j %\ `�� ! y � � �. � i � \ 5 � I �J . ,O � NG � . � �� ' 1 ' A �� O �'so �,E3'��`' � � �-� � �Q � r�-EXISIING � IIANHOL� ,. � Z\ \ � \ \ ��EFtIIF'Y EFi \�oc�,naN � o 1/2''RPA0.15 � � w`. �.rp\� `'� . 1... � �TOP SqL� � ��'':� t\\ \��..�`��\�\ s � /� a 6 MOUNTABLE CURB A1 sc�uE: i° - t =o . , e• � 1 � � / \ � - I �� \l cWi REtNfiREO � � \ uFOR OUPON / y \ / °m ? � \ / �Y i a ON STALLS ADJACENT . � TO�B'-0' AISLES ONLV i :o �� i � I I I �51 ACCESSIBLE PARKING SIGN A1 scn�E: 7' - t _^o E s�\\ �\\ a �� `�`\�' \ � \ \\,, •. \ � �` \ � �_� � `� , ,,\\ � � \\ L � \\ \_\ ' � � � \_ �\ � � \ �\ �� \ � � / - � � \ \\� � � ` � �`�� \ , �� -.-�_ NSS'11'39�W 789.24 '_� .�- - - - � ` � i I , �-�.---=z � ~\ __ --- -� - -- __ __ . � - � . �IXISTING � ( � I � ,, � ' CHAIN-UNN i Ii �� i i � FENCE � � ! NEW 6'-0' HICH -- Ir--ic � i CHNN-UNK � � ,; I _ FENCE W/ I I �� I I SI..ATS O EAST, I; � � � NORTH 4 MIEST I ; x �� -EDGE OF I/ 90E5 OF PROPp2TYi j j I I. i BITUMINOUSI ST�%�� . I x � I I i I I ;�1 i �� I i � I x . ' � ° �'�' i I -es-u , e, cona cuRa � ! �� / � z/n� ; x I� ,� ' --BB-12 � CONC. CURB SEE 2/At Md1NTABlE-�� CONG CURB SEE 6/nt I � � � , I I �l i '� 1 � I , 1 I I II � ! •t b I' �!,� � I,' II ' i � I I I i�il�l i � �_ I 10'-0� TfP.J � C L&NIIINOUS � PAMNC- \ � 6'-0� lNGFI qINN-LINK O iRU K STAt15 � ! 1BIlUMINWS o ' PANNC� jl' � I I � C-0 Hldi qiA1N-UNK ROWNG CA� I B6- y con � SEE TRASN -- � WN'�' �� ENCLOSURE 't I IENGlH W/ SEE I/AS QVIL �WGS _^ 86-12 � CONG CURB ' " '� � � DOC sEE z/�t � L�� L.J L•J L•J I L�� L•J 1 Bt'-d� ROOf ORAIN Ac- OVERFLOW DRAIN, Z9NMINOUS `�RIfY LOCATION PAVNC� a aANTITY W/ CON7FiACTOR oarnr+c iRANAA1590N TOWERS. VERIFY B.e LOCATON BOII , (SEE PROPOSED w� BURDING ° R�F � 4/A7 23.488 S.F. ^ gppE ACCESSIBLE E"-- PRKC. 5CN .. . . ^ SEE 4�A1 8•� (2 THUS) lrR1iD.lr.jl ro.�r.� 78 i � CONC, �NG Y PAliO WRB. ^ '�� SEE 2 o� 'I bi o � �BINMINOl15 N PAYING� , �x (�Y seeroe'1a'w soass o?< °?< :i<m N9� au�i m�n NoaTM 1 SITE PLAN �' pi SCALE: 1 - 50 - I I �/ ' I ( H I W o' W r � x ml N x� WI } �f � I � Y I °o (J x k \�b' f = �� ` n' I �� j��o �� II ,75•_p• II'�. BUILOINC sE,ei q x � m I L20'-0"1 x� I 33'-0' �� Z x U ENT �A� x �I � � I I X Y� I � DOSIING `- qiAIN-LINK FENCE O SOUIH SIDE Of PROPERTY PERMIT -8'-0' MICH CWUN-IINN SNING CATE 81ST AVE. NE CUMMt1tC�A� F'�AN Ftt VItW F O R� C O O E C O M P l 1 A N C E A. GEN�RAL INFORMATION � Prajst Nunc Uawu TruAr Sdq, Inc v�arn �rorwc F�aq uhn..ota lot 3zs t253 aaa (515.818 st.) Zmng Md LanC 'Jae MS - Mawy Indntrld . BuAaing Co�arags 73,�88 at/Sr5,818 :L = 4.Jx a. �aauc,� cmES: t. Unikrm BuMm4 wds 1997 Edltlan (UBC 199� 2. Frj�y Za�inq Y,�Fmica Curm! Edtiai 3. Mhnaota Stuts 3ulINnq Coas 1998 Edtim a. 4iinaota Diaaoiitip WAe 1999 EEIHon 5. MMxota Plurei+g Cod� 1998 EEINan 6. 4F.nmota Daeakel roCa NEC 1999 Edidon 7. 4hnaota ina ,ry :maerwtim CoES 1999-?A00 Edifion 8. tMiform Firo .,aH 1997 EQtlan 9. 4imaaota Pn aE� 1998 Edtlan 70. Nim�aota N.VA� 4 R. Cod� 199a Editlen 11. Un�f'arm MeMmkd CoAe 1991 Edittan 12 ��wta Safsty :otl� � 1999 Edtlan C. OCCLfPANCY GROUP OMa - 3.729 :!. (UBC .101) Qoup B . Parta Maa - 2,9'_9 af. (tIBC 31�) Grvup S-1 �C F+ro - t43G0 at (UBC 707) Croup X-4 Sfaray' (hia 11oar) - 3,908 af. (UBC 311) Craup S-t 0. TYPE OF CONSTRUCTION T�p� i�-N - �II Nats�d� h b� Nm-CanbuatbN -(UBC 603) Fu1y �frvddx�d 'n anplimc� viU UBC �tmdvd 9-1 md 9-2 E. BUIIQING ARE� HEIGHT Totd 6quus Paet 23,r88 xf. + J,908 s.t (2�A M.) � Z7.396 if.. 2 Storise F. ALLOMJABIE HaCHT ANO BU�DING AREA 1. Alb.eble Heipnt ;tRC 505. 504 Ta01s �B} SS'-0' H-4 �- 1 Stor}; 8! 5-1 - 2 SWitea 2�mpaaW Naqit - 14'-C, N-{ dc 8- 1 StarX 5-1 - 1 Stalu S. AAowahls Np - N-4. Tps 11-N �.!��o .r. : s�aranon (uec sos) � m �e.. (�oux� . i4aoo :� t5,000 sf. + i Story /�ypro�ed Spmtl�r (UBC 505.1 - 3001h � 45.000 af. A AIu�aAN Aro - 9� 5-t. T�p� X-N �ziwo .r. . �,s� �uac sas) o� a .id. (iomq . 2+,aoa s�. zs.aaa �c . z scar Ma�..d s�: (uec sos..t - mop -�a,000 :r. S � Araa �Chxk - 76.900 sf./�5,000 aE - 37.B.L 10,�% aL/�B4OOU af. - 21.97G n.ss + zi.sx - sa.ss < ioox & OCCUPANCY SEPARAl10N (UBC 3024) t Xour Separvtion 9�t�sen B! H-a peapandr 1 Nour sepamHon 9etosn 5-1 1� 1{-4 Ocapandas � H. aREn s�nrtanar (uec sa4.s.4) Not ReaukeC � I. fIRE RE5S11VE RAlINCS (U8C TABIE 8-A) 1. Extwia Ba�ip Wdb No Requirsmanb 2. Intriw 2.aring �Mdla No R�quVamanh 3. Exteria Non-beving WnYS No R�quhwnnta ♦. Strueturd Fram� No Raquirems�ts 5. Per,nonmt Tortitiana No Rpuiremenb 6. Shntt Endosas I 1/t. 7. Flmn Ana Ftoar ;e1M9� No Rpuksmmb B. Rocfa nnd Raof Gii�qe No Rsqu'v�mwib � 9. EvtMa Daan MA YMdows Not Pamfttad lo Thm S Fsat ProbdM Lw� lAm YO ist J. GENERAI FlRE PROTEC110N k UfE SAFE'fY FOR HIGH-PIIED CONBUS118LE STOR. (U.F.C. TABIE B1-A) IAateAa Sturaq� Hi�t At 1!'-0' co�h ao. �-n a rnyn H�«a 1. �utematk Fln Ext Spt�n No RpuFanaib 2. Fra 6etscttm S�t�n No RpuYamanL S. BWCIn9 l�.ass No Rqutamnb 4. Smoi�e sd Heot RsnoW No Rq�inmsib � 9. Cucoin Bovdf Ne 0.pulr�n�b 6. Smal Hof� Vdw k Statlom Na R�quhn�nb 7. NmAnum P9� Oin�naian Ne RpuHm�nb & Nmdnum Pemiseak Height No RpuMmmb 9. Nadmum PA��VOM�ns No RpuFananb K. OCCUPANCY lOAD (U8C TABLE 10-A) Occupanc� LoaC To Ba CdWotaC On A Pr/Tnmt Baale. � L p(Il1NG i. tae}�es a exro (uee toa.2�) �. 601 Omqmta . 2 RpuiW, 2 Providd 2 Oiatance To Eata (UBC 100{.i$) lm fian 250'-0' 7. Car�Nar Wldfh (UBC tOW.3.4) 4�' At Oea0�1 load Qnat� TAm 49 4. Iqrcnppnmt p Ecih (UBC 100424) Nat Lw Twn 1/2 Woqand O�nra1 Buil3ng DYmnian� 5. Ec't WMU (UBC 1WS.23) 4h. daar MiCM JY Pr poor 6. Ow v11EN (UBC 7003.11.3) NI ut! Ooon Are YM. T-0' In Ylidth - - �. oa� s.ry (uec ioo3.�.ts) Doen Svkq Out Yha� Requke0 8. T�pe of Lod� a latM (UBC 1003.11.8) oP.�on�. o-,m :,.�e. .iab�i u. �.. oe a w.r. wanudr apaated edgr a wrtarmantaC IMM OdU and arface bdta ar any oNr t�p� M deNcs Uct rtwy 0� urd N do�s a tMfuin Na dow shdl not M uwd M. an�eR 1. BWWing la Aecav0le 2. Roat--Acca� (N�C 13041500) �� , ��. 3. Roof Hotd� (NSEL 1300.1500) Nat�Lns Than 9 SF. NItA MM. Dknanabn Of 7-0" ♦. OruA �Stcpa (UBC 70a� Not Requved . � 5. Recyc(Fq Spau - EzkaAa Tmah Endaaue (115EC 1300.4700) N. PLUMBING Fl7f111RES - INCLUOING ACCES5181E (U8C APP. CHPT. 29) R�QU'M ProvWad � Based On 30 Ocapmte 1. Wotr� qosets 2 2 1 2 z. u,�ai. _ _ i _ J. Lcwtoriaa 1 1 I 1 •. :antaina - - 5. SaNce Snk - � 0. PARKINC i. orrt� 20,000 ..r. o i/2so sr. = eo sp,�., 2. Shop M'ea: 20,000 xE O 1/SW sf. = 20 Sparn 3. Tatd Spacee Raqu'vad . I00 Spom � � 4. Tatd Paking Pro.idad : 70 Spmn 5. Proof. af Pmktnq � _ �p �e . 6. Tatd��Pakfnq � ipp $yptts � 7. Std! �9zs : 9' x 20' Stda . 8. Str04�9 - 4' YAdL Strbes P. PAVEMENT DESIGN: 1. VMfy pavemant dedgn Mth con4octa ma. aN r�qe�r. � L A M P E R T A R C H I T E C T S � S?37 NE Lin<oin Sfreet � :�om La4a, NN 5530d �� °�e ��'65.155.�1�t .ar.lif.,"S).:M9 � 'amo.rtebmo..�-aron.can ARCHIiECT CERTIFlCATICN: 1 NEREBY QR1FY iN�i TXR A.�W, �OdFlCA1W11 OR REPONT MMS WtPMED !Y 1K OR tX1DF]t YY OMIECT aRmNSa �va nar i .r ou�r �n��rw Pna,e as�) as�-a2oa Fo� 651J 8H1-OZ33 R�Ryan Construction, Inc. nao r.wee. n wd N�WaN N�14�tR 35110 V L � O.^ � � v ' W J C Q.^ � V J y � � � W S J � � Q � N Li � Q � Li fl' W � Y ^i J 1..� � \ ceov��M zcas� _ �.n �amo..� �.a�u.�+.. •a. Wawn By. ECO, BJ2 Cheeked BX LL. Ll.� Rav6lms 0210.03 PRELMINPRY SITE PLAN, CODE REVIEW & DETAILS Sheet Number � A1 Project No. 021218-1 City of Fridley Land Use Application � SP #03-08 May 5, 2003 GENERAL INFORMATION SPECIAL INFORMATION Applicant: Michael Malone 635 Ely Street Fridley MN 55432 Requested Action: To buiid an attached garage to a home which is located in a Flood Fringe District. Permit is specifically required for structures proposed to be elevated, but not built on fill. Existing Zoning: - R-1 (Single Family Residential) Location: 635 Ely Street Size: 11,000 sq. ft. .25 acres Existing Land Use: Single Family Home. ! Surrounding Land Use & Zoning: N: Single Family & R-1 E: Singfe Family & R-1 S: Single Family & R-1 W: Single Family & R-1 Comprehensive Plan Conformance: Consistent with Plan � Zoning Ordinance Conformance: Section 205.27.4.D requires a special use permit for structures proposed to be elevated, but not built on fill. Zoning History: 1922 - Lot is platted. Home built prior to 1949. 1959 - Alteration to foundation. 1960 - Entry addition. 1963 - Home addition. 1984 - Home addition. Legal Description of Property: Lots 5-8, Block U, Riverview Heights Public Utilities: � Home is connected. Transportation: Ely Street provides access to residence. Physical Characteristics Typical suburban landscaping. SUMMARY OF PROJECT The petitioner, Mr. Malone, is requesting a special use permit to construct an attached garage, not elevated on fill, in the Flood Fringe District. SUMMARY OF ANALYSIS City Staff recommends approval of this specia/ use permit, with sfipulations. Structures that are not elevated on fill are a permitted special use in the flood fringe district provided that all FEMA and State flood-proofing regulations and standards provided in the City Code requirements are met. CITY COUNCIL ACTION/ 60 DAY DATE City Council - May 19, 2003 60 Day - June 2, 2003 (Proposed Location of Garage) Staff Report Prepared by: Stacy Stromberg SP #03-08 REQUEST � The petitioner, Michael Malone, is seeking a special use permit to construct an attached garage to his home, which is located in the CRP-2, Flood Fringe District. The petitioner's home is located at 635 Ely Street. No structures or buildings can be constructed in the CRP-2, Flood Fringe District, without a special use permit. ANALYSIS The property is located on Ely Street, east of the Mississippi River, with the home being "squared up" to and fronting on Ely Street. The property is zoned, R-1, Single Family as are all adjacent properties. The existing home and garage were constructed prior to 1949. There have been three additions to the home since 1949, in 1960, 1963, and 1984. The petitioner received a special use permit in 1984 to allow for the construction of a 16 ft. by 22 ft. addition in the flood fringe district. The existing home is 1,028 square feet, the existing single sta41 garage is 250 square feet, and the proposed garage will be 761 square feet. The existing single stall garage will be removed and replaced with the proposed double stall garage. Existing home and singfe stall garage � City Code states that no buildings or structures can be placed within the CRP-2, Flood Fringe District, unless a special use permit is granted. The proposed structure must be designed and certified by a registered engineer or architect as being in compliance with applicable building codes, including federal standards for flooding. The petitioner has submitted all the necessary information needed to meet these requirements, including a • certificate of survey, and the elevations and structural notes on the proposed structure. On this particular property, there can be no living area below 824.27 feet in elevation. � The proposed garage slab will be located at 822.9 feet in elevation. A garage is allowed to be below the required elevation for living area because it's uninhabitable (not living space) space. The foundation, footing and garage slab have all been engineered to meet FEMA requirements. The garage floor is also designed to drain. The garage slab will be located at 822.9 feet in elevation, the top of the block elevation will be 824.3 feet, and then the wood garage structure will start above the 824.3 feet elevation. � Existing garage and Location of proposed garage The proposed garage addition meets all setback and lot coverage requirements. The existing garage slab is also located at 822.9 feet in elevation, so there shouldn't be any adverse effects to neighboring property owners. City staff has not received any comments from neighboring property owners. RECOMMENDATIONS City Staff recommends approval of this special use permit, with stipulations. Homes that are not elevated on fill are a permitted special use in the flood fringe district provided that all Federal and State flood proofing and standards are met. STIPULATIONS Staff recommends approval of this special use permit with the following stipulations. 1. Petitioner shall obtain all necessary permits prior to construction. 2. The structure shail not be used for a home occupation or living area. 3. Total square footage of all accessory structures shall not exceed 1,400 square feet. • 4. The accessory structure shall be architecturally compatible with existing home and finished with complementary siding and color scheme. 5. The petitioner shall submit an elevation certificate as part of a verifying survey prior to the foundation being capped, which shall verify that the minimum garage floor a elevation is 822.9 feet. 6. The petitioner shall flood-proof the garage in accordance with current Federal and State flood-proofing requirements to a minimum of the 100-year flood elevation. � C� GENERAL STRUCTURAL NOTES SCOPE OF WORK SCOPE INCLUDES THE DESIGN AND DETAILING OF A FOUNDATION SYSTEM FOR A PROPOSED GARAGE ADDITION LOCATED IN A FLOOD PLAIN. FOUNDATION SYSTEM IS TO BE FLOOD-PROOFED IN ACCORDANCE WITH THE CODE REQUIREMENTS FOR A TYPE FP3 SPACE. CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH THESE DOCUMENTS AND STANDARD INDUSTRY PRACTICE. FLOOD-PROOFING PROVISIONS WILL BE PROVIDED IN ACCORDANCE WITH THE CODE: WATERPROOFING: TYPE C STRUCTURAL LOADS: CLASS 3 CLOSURE OF OPENlNGS: TYPE 4 WALLS, CEILINGS, & CONTENTS: CLASS 4 GARAGE SPACE WILL BE CLASSIFIED AS W4 (FLOODED WITH FLOOD WATER) IN ACCORDANCE WITH SECTION 402.2, THE GARAGE SPACE AND HOUSE STRUCTURE ARE TO HAVE A BARRIER MEETING THE REQUIREMENTS OF THE HOUSE STRUCTURE. THE PLACARD, AS FURNISHED BY THE BUILDING OFFiCiAL, IS TO BE INSTALLED BY THE OWNER IN A VISIBLE PLACE ABOVE THE RFD. DESIGN DATA STRESSES F'c = 2500 PSI - COMPRESSIVE STRENGTH AT 28 DAYS FOR CAST-IN- PLACE CONCRETE FOOTINGS F'c = 3000 PSI - COMPRESSIVE STRENGTH AT 28 DAYS FOR ALL OTHER CAST-IN-PLACE CONCRETE Fy = 60 KSI - REINFORCING STEEL - ASTM A615 - GRADE 60 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A �ULY LICENSED PROFES510NAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DA7E 02/ 0/0 N0. 4 41 aig L. ❑swell SHEETS S1 - S4 �1L�NE RESIDENCE R35 ELY STREET NE FRIDLEY, MN f or MIKE MAL�NE �INEERS INC, East R�ver Road Surte npolls, MN 55421 F� S-1 02/20/03 LOADINGS SNOW LOAD = FLOOR LOAD = WIND LOAD = GENERAL NOTES CONTINUED 35 PSF 50 PSF PER ASCE 7-98 F�OOD-PROOFlNG LOADS: HYDROSTATIC LOAD PRESSURE = 62.5 PCF/FT HYDRODYNAMIC LOAD VELOCITY =10 FT/SECOND BASED ON SECTION 602.3.1 UPLIFT AS CALCULATED IMPACT LOADS = 1000 LBS TRAVELING AT 10 FT/SECOND ON 1 SQUARE FOOT. OTHER LOADS ARE CALCULATED IN ACCORDANCE WITH CHAPTER 6 OF THE FLOOD-PR04FING REGULATIONS. SOIL BEARING . ALLOWABLE SOIL PRESSURE = 2000 PSF ASSUMED CODES BUILDING CODE — STATE OF MINNESOTA AND IBC 2000 FILL PLACEMENT REMOVE AND REPLACE ALL UNSUITABLE MATERIAL BELOW ALL SLABS ON GRADE AND FOOTINGS, INCLUDlNG OVERSIZING, AS REQUIRED. ALL FILL TO BE ENGINEERED GRANULAR MATERIAL MEETING 95% STANDARD PROCTER DENSITY (ASTM D698). FILL TO BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED ONE FOOT IN HEIGHT. PLUMBING DRAINS AND SUMPS, AS REQUIRED, ARE TO BE DESIGNED AND SIZED PER SECTION 1302 BY A LISCENSED PLUMBER. MALONE RESIDENCE 635 ELY STREET NE FRIDLEY, MN f or MIKE MALONE C: �INEERS INC, East R�ver Road Surte apotts, MN 55421 S - 2 02/20/03 0 I if) 0 1 � 0 I f") � O I i� � 0 ih � 0 1 (") 0 i o� S4 A/B TYP. ALL WALLS 26' -3" 16' -0" � �1'N�'I�iG 4' CONCRETE SLAB SL�PE GARAGE SLAB PER CODE TO DRAINS RO�F TRUSSES ABOVE T _ 10'-3" 0 � � 1 ('7 FLOOR DRAIN DRAIN TO DAYLIGHT OR SUMP, TYP. 0 I if) � 0 I N O 1 � NI O i 'v� 0 I N 4� _p�� 3� _p�� 4� _9�� 3� _�� 4, _6„ 3� _�� 4� _�� P� NOT TO SCALE rALDNE RESIDENCE �''"�°" "°� ULTEIG REVisEn 03-644s ENGINEERS INC, � 635 ELY STREET NE ow+wr� er 02/28/03 F R I D L E Y, M N TA 5201 East Rwer Road Sulte 30 S— 3 f M K �Ea�o er M�nneapoUs, MN 55421 Or I E MALONE CQ � Phone 763-571-2500 Fax 763-571-1168 02/20/03 �� 1. MAXIMUM WALL l.ENGTH ALLOWED WITHDUT A CONTROL JOINT IS 50 FEET. 2. CARE IS TO BE TAKEN DURING BACKFILLING T❑ MAINTAIN A P�UMB WALL A�IGNMENT. BRACE AS REQUIRED. 3. DRAIN TILE, DAMPPRODFING AND/OR WATERPR�OFING, AND INSULATION, AS WELL AS 7HEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 4. MEAN ANNUAL FLOOD LEVEL IS AT ELEVATION 823.25 FEET, TOP OF CONCRETE FOUNDATI[]N WALL MUST BE A MINIMUM OF 12" ABOVE THIS ELEVATION. 1/z "W x 10" LONG - ANCHOR BOLTS w/ <1> NUT & HEAVY DUTY WASHER C7" MIN. EMBED) OR SIMPSON MAB15 e 72" O.C. DR APPROVED EQUAL ELEV. = 824,3' - �4 HORIZONTAL� BARS E 36" O.C. DRIVE WAY SL�PE GRAD� AWAY FROM F�UNDATION � 0 �4 x 4'-0" HOOKS- 8 48" �,C. TYP. A�L GARAGE WALLS 24�� 24" � MALONE RESIDENCE 635 ELY STREET NE FRIDLEY, MN for MIKE MALONE WOOD FRAME WALL BY OTHERS 8" MIN. THICK C.I.P, CONCRETE WALL, w/ �4 VERTICAI BARS E 48° O.C. CENTERED IN WALL 4" PVC OPENING w/ SCREENS AT EACH END E 36" O.C. 4" SLAB ON GRADE w/ �4 e 18" O.C. E.W. SLOPE TO DRAINS � _ ELEV, = 822,9' 2" CLR '�4 x 2'-0" DOWELS C 48" O.C. 8" THICK x 20" WIDE MIN. STRIP F�OTING PROVIDE MINIMUM OF 42" FROST COVER TO FO�TING BOTTOM GARAGE WALL SECTI[7N CONCRETE OPTION - `" NGINEERS INC. A 5201 East Rtver Road Swte er Minneapolls, MN 55421 Fax CUSHION S-4A -571-1�68 02/20/03 � - 1. MAXIMUM WALL LENGTH AL�OWED WITH�UT A CONTROL JOINT IS 50 FEET. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. BRACE AS RERUIRED. 3. DRAIN TILE, DAMPPROOFING AND/DR WATERPR�OFING, AND iNSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CDDE. 4, MEAN ANNUAL FLODD LEVEL IS AT ELEVATIDN 823.25 FEET. TOP OF MASONRY FOUNDATION WA�L MUST BE A MINIMUM OF 12" ABOVE THIS ELEVATIDN, ALL MASONRY FOUNDATION WALLS TO BE GROUTED SOLID. WOOD FRAME WALL BY OTHERS � 8" THICK MASONRY WALL GROUTED SDLID DRIVE WAY SL�PE GRADE AWAY FROM FOUNDATIDN - — � 0 4c 12" THICK - MASONRY WALL GRDUTED SDLID 1�2 �� x 16" LONG ANCHOR BOLTS w/ <i) NUT & HEAVY DUTY WASHER OR SIMPSON MAB15 2 72" D.C. CiR APPROVED EQUAL TREA7ED 2 x 4 MIN. SILL PLATE �4 VERTICAL BARS 2 48" O.C. CENTERED IN WALL — ELEV. = 824,3' �4" PVC OPENING w/ SCREENS AT EACH END E 36" �.C. SEAL AROUND PVC AS REQ'D �SEE S4 FOR SLAB ---� ELEV. = 822,9' CUSHI�N �4 x 2'=0" D�WELS e 48" O.C. 8" DEEP x 20" WIDE , , PROVIDE MINIMUM OF STRIP FDOTING w/ . 42 FROST COVER (2>_�5 CONTINUDUS ' ° �' TO FOOTING BOTT�M HORIZONTAL BARS GARAGE WALL SECTIDN MAS�NRY OPTI�N LONE RESIDENCE �"M'�'°" "°� ULTEIG � 03-6448 NGINEERS INC. 5 ELY STREET NE ow�w►� er F R I D L E Y, M N TA 5201 East R�ver Rond Swte a+�cKm er Mlnneapol�s, MN 55421 for MIKE MAL�NE rn __ n�___ -,.., ��. .,�..,, �_ " S-4B �3-571-1168 02/20/03 CITY �F FRIDLEY 6431 UNIVERSITY AVENUE FRIDLEY, MN 55432 (763) 572-3592 COMMUNITY DEVELOPMENT DEPARTMENT SPECIAL USE PERMIT APPLICATION FOR: Residential Second Accessory Others PROPERTY 1NFORMATION: (site plan required for submittal, see attached) Address: - ,. ,- ,_ . „ . a„ ---� -- - Prope�ty Identification umber: Legal Description: Lot S"-8 Block �_ Tract/Addition,� Current Zoning: Square footage/acreage: Reason for Special Use: �c, �i�c; /� a fj`�r c�e� � a�m.e �+ Have you operated a bu in a city which re usiness license? Yes No If Yes, If Yes, what type of business? - Was that license ever or revoked? Yes No r�r..r�r.�.�.r.�rr.�r.�.r.r.r�r.�r�r.�..�r.�rrr.�..�r�rrwrwrrw..r.�r.�r.v.�rwrw�..v.�r...wr.�.r+.�r+.�rrr�rr�r�rrrr.o.�r�.r/rrrwr�ww�r.�rw..�..�.�.�rr �E OWNER INFORMATION (as it appears on the property titie) (Contract purchasers: Fee owners must sign this form prior to processing.) NAME: ADDRESS: DAYTIME PHONE: � SIGNATURE/DAT • NAME: /�iC/, ADDRESS: (�o DAYTtME PHONE: SIGNATU 7-•: r�r.��.r�nn�.r.�rr�r.r.r r�....r.�r.r �rr.�rr wr r w..�rr �r.�rr....wrr.�r�.r�rrwr.�..�..�..o.�r�r.r.�r..rn�r�r.�rti..�wr.�.�r.�.r.rrrr.�rr�wr.�r+nvr.�..�..�r�v.�r.�rr.�.wr.►r�v.�.�r+..r�vr�vw..�rrwr Section of City Code: FEES Fee: $100.00 Residentiai Second Accessory 400.00 Others Application Number: 5P �3�08 Receipt #: �0� Received By: Scheduled Planning Commission Date: ��'3-�=•� Scheduled City Council Date: - - � 90 Day Application Complete Notification Date: -/ -c � 60 Dav Date: f�-�- C-� 3 � • . CITY OF FRIDLEY PUBLIC HEARING NOTICE BEFORE THE PLANNING COMMISSION TO: AI{ property owners/residents within 350 feet of property generaily located at 635 Ely Street NE. CASE NUMBER: S ecial Use Permit, SP #03-08 APPLICANT: Michael Mafone Petitioner or re resentative must attend the Plannin Commission meetin . PURPOSE: To construct a second accessory structure {attached garage). LOCAT/ON OF 635 Ely Street NE PROPERTY AND LEGAL Lots 5-8, Block U, Riverview Heights DESCR/PTION: DATE AND l/ME OF Planning Commission Meeting: HEAR/NG: Wednesday, May 7, 2003, at 7:30 p.m. The Planning Commission Meetings are televised live the night of the meeting on Channel 17. PLACE OF Fridley Municipal Center, City Council Chambers HEAR/NG: 6431 University Avenue N.E., Fridley, MN HOW TO 1. You may attend hearings and testify. PART/CIPATE: 2. You may send a letter before the hearing to Paul Bolin, Planning Coordinator, at 6431 University Avenue N.E., Fridley, MN 55432 or FAX at 763-571-1287. SPEC/AL Hearing impaired persons planning to attend who need an ACCOMODAT/ONS: Interpreter or other persons with disabilities who require auxiliary aids should co�tact Roberta Collins at 763-572-3500 no later than May 1, 2003. The TDD # is 763-572-3534. ANY QUESTIONS: Contact Paul Bolin, Planning Coordinator, at 763-572-3599 or Stacy Stromberg, Planner, at 763-572-3595. Publish: April 24, 2003 � ��..�; �lty Of Fridley LEGEND Special Use Permit Request #03-08 v--y- , �� '��, ,� Michael Malone 635 Ely Street Fridley MN 55432 � , :� � � � ' .�� , �� so�t�s: Fridley Engineering Fridley GIS Anoka Counly GIS Map Date: 4/23/03 =RICKSON W{LLIAM E �50 ELY ST NE =RIDLEY,MN 55432 HADI.EY ROBERT A& MARDELL R HILSON MARTIN D 593 FAIRMONT ST NE 645 FAIRMONT ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 � �iRA IN AND FOR CITY OF FRIDLEY KELLER T P& VAN WAGNER SARA L KOCZUR J(JHN JR ;431 UNIVERSITY AVE NE 625 DOVER ST NE 680 ELY ST NE =RfDLEY,MN 55432 FRIDLEY,MN 55432 FR{DLEY,MN 55432 <UDLA ROBERT J KUENSTING TIMOTHY J LAFAVE MICHAEL A& JUDITH A 388 FAIRMONT ST NE 655 ELY ST NE 640 DOVER ST NE =RIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 �1AHADEO COMAL P & RAJWANTI '36 71 1/2 WAY NE =RIDLEY,MN 55432 ,�ARTH DAWN M ;41 DOVER ST NE =RIDLEY,MN 55432 �ISON KENNETH G & LINDA M �3 AIRMONT ST NE =RIDLEY,MN 55432 MALONE MICHAEL J 8� KATHLEEN 635 ELY ST NE FRIDLEY,MN 55432 MILLER SCOTT D& CHRISTINE M 615 FAfRMONT ST NE FRIDLEY,MN 55432 MOUNTIN BRIAN R& TONIA M 67U GLENCOE ST NE FRIDLEY,MN 55432 'ETERSON MARK A& RlCCAMARIE M PfERSAK MICHAEL E& SUZANNE M i20 DOVER ST NE 1446 EAST LAKE DR =RIDLEY,MN 55432 CHASKA,MN 55318 2ANDOLPH RAE L �80 GLENCOE ST NE =RIDLEY,MN 55432 �UTHERFORD ROBERT & NANCY �10 DOVER ST NE =RIDLEY,MN 55432 �WARD DENISE A � VER ST NE " EY,MN 55432 REITER DONALD 684 ELY ST NE FRIDLEY,MN 55432 SCARCELLA STACEY D 8090 BROAD AVE NE FRIDLEY,MN 55432 TONNESON JOHN R& BETTY L 8065 RIVERVIEW TER NE FRIDLEY,MN 55432 MALOY JOHN E 8051 BROAD AVE NE FRIDLEY,MN 55432 MILLER TIMOTHY 591 DOVER ST NE FRIDLEY,MN 55432 PAINTER SCOTT D� SUSAN M 541 DOVER ST NE FRIDLEY,MN 55432 PRINCE DENNfS R& DIANE K 8031 RIVERVIEW TER NE FRlDLEY,MN 55432 RICE JOHN M JR 8� KARLEEN V 8041 RIVERVIEW TER NE FRIDLEY,MN 55432 STAHLBERG ALLAN B 8055 RIVERVIEW TER NE FRIDLEY,MN 55432 WAGNER WILLIAM A& DEBRA J 681 ELY ST NE FRIDLEY,MN 55432 Bad Address 1 �RIDLEY,MN 55432 Bad Address 4 �DELMAN STEVEN R 3080 BROAD AVE NE �RIDLEY,MN 55432 3ANNOCHiE GARY P R SALLY K �65 DOVER ST NE =RIDLEY,MN 55432 3ROLIN CRAlG M& RACHEL C i87 DOVER ST NE =RIDLEY,MN 55432 :,HMIEL ANDREW J 3001 RIVERViEW TER NE =RIDLEY,MN 55432 :URRENT RESIDEN7 320 GLENCOE ST NE =RIDLEY,MN :URRENT RESiDENT �30 ELY ST NE =RIDLEY,MN 55432 �URRENT RESIDENT i95 FAIRMONT ST NE =RIDLEY,MN 55432 �EMAREE THOMAS M �40 GLENCOE ST NE =RIDLEY,MN 55432 Bad Address 2 , Bad Address 5 Bad Address 3 ACKER VIRGIL J& JEANNE B 630 GLENCOE ST NE FRIDLEY,MN 55432 ANDERSON JAMES JR & ROSEMARIE AVERY ROGER A& LAVONNE 610 GLENC4E ST NE 600 GLENCOE ST NE FRIDLEY,MN 55432 FRlDLEY,MN 55432 BRECOUNT CHERYL E 580 FAIRMONT ST NE ERIDLEY,MN 55432 BRUMBACK LANIER C& ALTO S L 640 FAIRMONT ST NE FRIDLEY,MN 55432 COOK NORMA E 690 FAlRMONT ST NE FRIDLEY,MN 55432 CURRENT REStDENT 625 ELY ST NE FRIDLEY,MN 55432 CURRENT RESIDENT 650 DOVER ST NE FRtDLEY,MN DAVIS NICHOLAS J 670 DOVER ST NE FRIDLEY,MN 55432 DICKSON SHARON L 600 E�Y ST NE FRIDLEY,MN 55432 BREYFOGLE THOMAS J 8081 BROAD AVE NE FRIDLEY,MN 55432 CARDER EVERETT M 616 GLENCOE ST NE FRIDLEY,MN 55432 CURRENT RESIDENT 590 FAtRMONT ST NE FRiDLEY,MN 55432 CURRENT RESIDENT 625 FAIRMONT ST NE FRIDLEY,MN 55432 CURRENT RESIDENT 675 FAIRMONT ST NE FRIDLEY,MN DEARING BRUCE T 651 ELY ST NE FRIDLEY,MN 55432 DORMOH TANNEH 7995 BROAD AVE NE FRIDLEY,MN 55432 � � � 0 PUBLIC HEARING BEFORE THE PLANNING COMMISSION Notice is hereby given that there will be a public hearing of the Fridley Planning Commission at the Fridley Municipal Cen�er, 6431 University Avenue N.E. on Wednesday, May 7,2003, at 7z30 p.m. for the purpose of: Consideration of a Special Use Permit, SP #03-08, by Michael Malone, to construct a second accessory structure (attached garage?, legally described as Lots 5-8, Block U, Riverview Heights, generally located at 635 Ely Street NE. Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. Any questions related to this item may be referred to Paul Bolin, Planning Coordinator at 763-572-3599. � Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 763-572-3500 no later than May 1, . 2003. The TDD number is 763-572-3534. DIANE SAVAGE CHAIR PLANNING COMMISSION Pub�ish: April 24, 2003 � L� � _ CI� OF FR�DL�.Y FRIDLEY �iL'�ICIP.aL CE�TER • b-E_ l L"tiI`'ERSITY".�VE. �+.E. FRIDLEY: �t� ��-�3� •�763� 571-3-�50 • E.-�X �,;63, �,1-i=�' April 14, 2003 Michael J. Malone 635 E!y Street Fridley, MN 55432 Dear Mr. Malone: Per Minnesota Statute 15.99, focal govemment uniis are required to notify iand use applicants within 10 days if their fand use applications are complete. We o�cially received your appiication for a speciai use permit on Aprii 4, 2003. This letter serves to inform you that your application is complete. � Your application hearing and discussion will take place at the City of Fridley Planning Commission Meeting on May 7, 2003 at 7:30 P.M. in the City Council Chambers at 6431 University Avenue. Final action on your request wifl be taken by the City of Fridley City Council at 7:30 P.M. on May 19, 2Q03. If you have any questions regarding this letter or the process, piease feel free to contact me at 572-3599. Sincerely, J, ,- , - - � ;c,�. : . , _ � - Paul Bolin, AICP Planning Coordinator �B c-a3-so � JOB NO. 03-6348 DA TE 02/07/03 822.9 l!L TE/G EHG/HEERS, /l�. 5201 EAST R/VER ROAD SU/TE 308 M/NNEAPOLIS, AMNNESOTA 55421 °`rei� °�"' PHONE (7631 57f-2500 FAX �763/ 571-1f88 www.u/telg.com ... � � � � . . -. .. Scale: 1 Inch = 20 Feet EWD - EXISTING WOOD DECK � � �`�ry �ti� 100. 0 e� �, _ _ <� , � ' _ \ �, , , � � � `' `822.0 � �•.� , x 82 .4 r .� i N �� , � � . . oi � x 821.8 � � � N � �. . ro '� � � — `�8P2.0 — --j i r ` ,�„ � � �. i ♦ . \�� SETBA d ;/ i " 10 � � LINES ^� � � \ � � � \• � , � � � � �i821.9 � x 821.8 � �� i � 1 W � C9 � a ,ezz ' �` a ' v I c� i ^ry • ' S9.9 � �� x 821.8 I x 21.9 I � I / �23.3 � 10 1� � V � � � I _ � I ` ! , N �� 1 � 821.7 �� Z? po' � x B21.7 � o � ,- t�`� . .� ry�0 �R21.00, � . .'.'.'.'.'.'.'.'.� . .. .�. .�� . .{ . . . . . . �.�. . � 2z,2: � 3, ; . .'.'.'� �.'. ....m0• .' �.�'>g .'.�.'.�.�. .'.Ic'�'Op� ..... . ,�.�.�. . .��. �� ti ,- , -�' �� , ,- ,' , ' i� I � i r N I g2a.oa- - - � � c;..� I�' � _ . �� `�.\ — r— — - � � � •',x8�24.2 •` � � � ' � ' z az4.5 ' �10 �k� ' ,y� � __ _--'� � �ti 5.2 I 9.1— �oPOSEO c,�►c� un�aas�oNs 2s.00 g m � � � 'S' n z�.00 a � 0`l'��. � a�� .� � i i 1 i i � � t � � � . . .` 1 � x 823.3 � i � i^�� i / � t � � 1 \ W , rv ► ,,, EXISTING i • . , , ' i � STUCCO / � � � � � HOUSE � � ' ' � ' � � � � � x 8Y2.8 �1 2 j 1 � \ � ' ' N , \` 1 \ � p r, � � 4 ,� �� 3 �� _ N �1 p��, \ i ��` �` � ��0.� � 1 X 822:8 � �` `� � � � I \ 7 i i � i i � � r � �� . 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PAVEM�I�T.'.'.'.'.�.'.'.'.'.�.'.'.'.'.�.'.'.'.'.'.'.'.'.'.�.'.�.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.�.'.'.�.'.'.'.'.'.'.'.': .�.'.'.�.'.'.'.'.'.'.'.'.�.'.' ............................................................................................................................................................... . . .'.�. . . . . . . .'. .- . . . . . . .'. . . . . . .' . . . . . . . . . . . . . . . . . . .�.'-:'.�. . . �-- — . . . . . . . . . . . . . . .— .'.'.�.'.��'. . . . .^. . . . . . . . . . . . . . . a : : : � : : �: : :�: �: � :�:� :�:�:�:�:�:�:E:L::Y: :�:�S:fi R�E�E�T:�:�: :� �:� � �:� �: �� '��.:.��:�� .:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:. ... ... .. ... . . .................... .... . ................................................. ..o..:.. N .:. .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . ..'.'.'.'.'.'.�.'.'.'.�.'.'.'.�.'.".�.'.'. .'.'.'.'.'.(V'.'.'.�.'. .......................................................................................................................................................... ............................................................................................................................................................ escription of Propertx Lots 5, 6, 7, and 8, Block U, RIVER VIEW HE(GHTS, Anoka County, Minnesota. Propertv Address: 635 EL.Y ST NE FRIDLEY MN 55432 CERTIFICATE 4F SURVEY FOR: MIKE MALONE PROPERTY ANOKA COUNTY, MINNESOTA SEC 03, T 34 N, R 24 W Table of Floor Elevations House Highest Floor - 826.94 House Lowest Floor — 824.93 Garage �loor — 822.9 Proposed Garage Floor — 822.9 REVISED 02/28/03 I HEREBY CERTiFY THAT THIS SURVEY. PLAN� OR REPORT WAS PREPARED 8Y ME OR UNDER MY DIRECT SUPERVISION AND THAT t AM A DULY LtCENSED LANQ SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Walt J. Gre ry LIC. N0. 14889 DA� O 0 • s • � � � City of Fridley Land Use Application • SP #03-09 May 7, 2003 GENERAL INFORMATION SPECIAL INFORMATION • Applicant: Michael Wojcik 109 76'h Way Fridlev MN 55432 Requested Action: Special Use Permit to allow a second accessory structure over 240 square feet. Existing Zoning: R-1 (Single Family Residential) Location: 109 76`h Way Size: 19,175 sq. ft. .44 acres Existing Land Use: Single family home. Surrounding Land Use & Zoning: N: Single Family & R-1 E: East River Road & ROW S: Single Family & R-1 W: Single Family & R-1 Comprehensive Plan Conformance: Consistent with Plan Zoning Ordinance Conformance: Sec. 205.07.1.C.(1) requires a special use permit to allow accessory buildings other than the first accessory building, over 240 square feet. Zoning History: 1985 — Lot is platted. 1987 — Home and Garage are built. Legal Description of Property: Lot 7. Block 1. Oak River Estates Public Utilities: Home is connected. Transportation: 76`h Way provides access to the residence. • Physical Characteristics: Typical suburban landscaping. SUMMARY OF PROJECT The petitioner, Mr. Wojcik is seeking a special use permit to allow the construction of a 600 square foot accessory structure in the southeast corner of his property. SUMMARY OF ANALYSIS City Staff recommends approval of this special use permit, with stipulations. Second accessory buildings over 240 square feet are a permitted special use in the R-1 zoning district, provided the total square footage of all accessory buildings doesn't exceed 1,400 square feet. The existing three-stall garage is 704 square feet and the proposed accessory structure is 600 square feet. The total of all accessory building, existing and proposed is 1,304 square feet. CITY COUNCIL ACTION/ 60 DAY DATE City Council — May 19, 2003 60 Day — June 2, 2003 (Location of Proposed Garage) Staff Report Prepared by: Stacy Stromberg � SP #03-09 REQUEST The petitioner, I�itike Wojcik, is seeking a special use permit to allow the construction of a 600 square foot second accessory building in the southeast corner of his double frontage property located at 124 Glen Creek Road. The structure will be used to store recreational vehicles and equipment, such as 4 wheelers, snowmobiles and lawn equipment. ANALYSIS The property is located on and fronts on 76`h Way, at the end of the cul-de-sae. The existing home and garage were constructed in 1987. East River Road borders the property on the eastern side. Therefore, this property is considered to have a double frontage. Properties with frontages on both sides of their lots need to meet front yard setback requirements fo� garages and accessory structures located in their "rear yard." The petitioner is also applying for a variance to locate the accessory structure within 11 feet of his eastern property line instead of the required 35 feet. Existing home and attached garage � • Accessory structures over 240 square feet are a permitted special use in the R-1 zoning district. The existing three-stal! garage is 704 square feet and the proposed accessory structure is 600 square feet. The total square footage of the existing garage and the proposed accessory structure are a total of 1,304 square feet, which is 96 square feet less than the total allowed by Code. • The proposed garage location meets lot coverage requirements. The petitioner is requesting that the hard surface driveway requirements be waived for the proposed � second accessory structure. Since, the primary use of the structure is going to be for storage, City staff would be in support of the petitioner's request. However, if at anytime, evidence of use of the yard as a driveway is observed, a hard surface driveway will be required. � City staff hasn't received any comments from neighboring property owners. Proposed Garage Location in southeast corner of the property RECOMMENDATIONS City Staff recommends approval as second accessory structures are permitted under special use permit in the R-1 Single Family District. STIPULATIONS Staff recommends that if the special use permit is granted, the following stipulations be attached. 1. Staff shall conduct regular inspections of the site. If, at any time, a trail simulating a driveway is present, a hard surface driveway as approved by the City will need to be installed within 90 days. 2. Petitioner shall obtain all necessary building permits prior to construction. 3. The structure shall not be used for a home occupation or living area. 4. Total square footage of all accessory structures shall not exceed 1,400 square feet. 5. The accessory structure shall be architecturally compatible with existing home and finished with complementary siding and color scheme. 6. Special use permit approval is dependent upon approval of the petitioner's variance request. • MARCH 31 , 2003 • SECOND ACCESSORY STRUCTURE City of Fridley, I need the additional storage for trailers, 4 wheeler, snowmobiles, snowblowers, wood chipper, lawn vac, and other articles that need to be stored. I would also like to be able to park my pick up in the garage for the first time in 16 years since we lived here. Thank You - Michael J. Wojcik 109-76th Way N.E. Fridley, Mn. 55432 763-574-9684 • � Design #003938 � _ � � � 3/28/2003 *** Take fhis sheet fo the Buildinq Materials counter to purchase your materials. *** �ou selected a ara e with these o tions: 9 9 P 20' 1Nide X 3t� Dee� X 8' Nigh 6able roof w/ 8/12 �itch raffers 2' O.C. 12" gable/12" eave overhangs 1/2" Pine Plywood INall Sheathing 1/2" Pine Plywood Roof Sheathing Tan Vinyl 4" Dutch-IaP Siding Tan P�emium Steel Roofing B�own Steel Roof Trim � Colored roof screws insfalled in flat 6rown Steel Soffit � Fascia Brown Steel Roof Edge Cedar overhead door jamb � . � (�1., �; ' �'. �., � � � 'i ' Front View Buk Viaw Today's cost for materials estimated in this design: $ 3768.66 � 6ase garage without opfions: $1926.27 *the 6�se price ineludes: 0" E�va/Ou 6�ble Overh�ng:, Fr�minq M�teri�l:, 7/16 OSB Roof She�thiag, 20 y�. Fi6erglus Cussi� - Qayx Bluk Shinyles, Pine F�sei�, 6�Iwnized Regulu Roof Edys, E" Te�ured Yertial H�rdbard Sidiny, No SeNiee Doon, No Overhe�d Doon, No Windoirs, or Any Other Options. CITY OF FRIDLEY 6431 UNIVERSITY AVENUE FRIDLEY, MN 55432 (763) 572-3592 COMMUNITY DEVELOPMENT DEPARTMENT SPECtAL USE PERMIT APPLICATION FOR: , Residential Second Accessory Others PROPERTY INFOR ATION: (site plan required for submittal, see attached) Address: ! `. : - �"—"� � Property Identification Nu r: Legal Description: Lot� Siock �_ TracUAddition t,C�S Current Zoning: 11� .� � Reason fo� Special Use: Square footage/acreage:_ .� -� .�.��,�.,�: i , , :.L1,1 �..:�-, , 1.� � Have you operated a l�siness in a city which required a business license? Yes No V if Yes, which City? If Yes, what type of business? 1Nas that license ever denied or revoked? Yes No � rr.�....r�r... r.�rr.�..r.rrwr.�..w..�....n.n.wr�rr�r�..r.�r.or�v..nr.�r...r.�r.�rrwrrr.rn.rrrrrrr�rrrrrrr�rr.�rw.wrrwrw,rr.vwr.r.�.n..rn.r�rw.r�rr FEE OWNER INFORMATION (as it appears on the property title) � (Contract p rch sers: Fee owners must sign this form prior to processing.) NAME: I C�' i�. ��. K. � ADDRESS: � , � � DAYTIME PHONE: ' - " SIGNATURE/DATE: _ , . � i�-�-o 3 _ _ _, , : ._ _ �V/b/�r/�r/1//rl/�r/r/Y/V,V/V �V/V�V �Y^r/r/1r,V�V�V/V�V/YAM/�Y�/�V�Y/Yr.ViV�VA//V/V�VI�r1Y�V�Y/VN�VN/V�V�1/,Y�YAI1V1V�V/V/V�V/V/V/V/Y.V�IN�Y�V�VtiA//Y�V�V/V PETITIONER INFORMA ION ., NAME: � 0 (�C . ADDRESS: , � �. DAYTIME PHONE:�11r3 S� �°i b SIGNATURE/DATE: . � y � .p� .�r.�.rr.�r.�r.�r.�r.�r.�r.�r.rr.rrr.rr.o...rr�.wr.�.wwn.rnr.rr.i.r.�r....�r.�rr.�r.�r..r.�rrwr.�rwr....�r.r�+rr...w.w.r�rwr.�rwrrrrorrrwr�r�.rwrnri+.w.n.irrrr�.n..rr Section of City Code: FEES Fee: $100.00 �_ Residential Second s ory $400.00 Others Application Number: '-#� ��' Receipt #: Received By: Scheduled Planning Commission Date: a u �;', �(k� � Scheduled City Council Date: /Yfa.�i 1� 1Ul�� 10 Day Application Complete Notification Date: ,��;�i //c/, �,�, 60 Dav Date: Si.cn. � � . �o � � .. • • • CITY OF FRIDLEY PUBLIC HEARING NOTICE BEFORE THE PLANNING COMMISSION TO: All property owners/residents within 350 feet of property generally located at 109-76`h Way NE. CASE NUMBER: S ecial Use Permit, SP #03-09 APPLICANT: Michael Wojcik Petitioner or re resentative must attend the Plannin Commission meetin . PURPOSE: To construct a 20 ft. x 30 ft. second accessory structure (garage), in the south east corner of the lot. LOCATION OF 109-76�' Way NE. PROPERTY AND LEGAL Lots 5-8, Block U, Riverview Heights DESCRIPTION: DATE AND T/ME OF Planning Commission Meeting: HEARING: Wednesday, May 7, 2003, at 7:30 p.m. The Planning Commission Meetings are televised live the night of the meeting on Channel 17. PLACE OF Fridley Municipal Center, City Council Chambers HEAR/NG: 6431 University Avenue N.E., Fridley, MN HOW TO 1. You may attend hearings and testify. PART/C/PATE: 2. You may send a letter before the hearing to Paul Bolin, Planning Coordinator, at 6431 University Avenue N.E., Fridley, MN 55432 or FAX at 763-571-1287. SPEC/AL Hearing impaired persons planning to attend who need an ACCOMODAT/ONS: {nterpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at 763-572-3500 no later than May 1, 2003. The TDD # is 763-572-3534. ANY QUESTIONS: Contact Paul Bolin, Planning Coordinator, at 763-572-3599 or Stacy Stromberg, Planner, at 763-572-3595. Publish: April 24, 2003 __ _ s_� ��"�� City Of Special Use Permit Request Fridley #03-09 �� u � � ■ LEGEND Michael Wojcik 109 76th W ay Fridley MN 55432 � so�«S: Fridley Engineering Fridley GIS Anoka County GIS Map Date: 4/23/03 Bad Address 2 Bad Address 5 ANOKA COUNTY OF FRIDLEY,MN 55432 , 325 EAST MAIN ANOKA,MN 55303 . ARBOUR FREDERICK M& SHIRLEY A 125 76TH WAY NE FRIDLEY,MN 55432 BERNARDS PAUL B& CAMILLE G 124 RICKARD RD NE FRIDLEY,MN 55432 BORN MICHAEL W& BONITA K 105 75TH WAY NE FRIDLEY,MN 55432 CITY OF FRIDLEY 7479 E RIVER RD NE FRIDLEY,MN 55432 �ENT RESIDENT 109 76TH WAY NE FRIDLEY,MN CUTLER MARK E& SUSAN J 7513 E RIVER RD NE FRIDLEY,MN 55432 HERLOFSKY PETER J III & N R 129 RICKARD RD NE FRIDLEY,MN 55432 JOHNSON DAVID S& CYNTHIA M 7501 E RIVER RD NE FRIDLEY,MN 55432 BARKER BEVERLY D 141 76TH WAY NE FRIDLEY,MN 55432 BOEDIGHEIMER JEROME & MARY 117 76TH WAY NE FRIDLEY,MN 55432 BROWN WI�LIAM F& M ELIZABETH 133 76TH WAY N E FRIDLEY,MN 55432 CORBETT ALLAN A& ELENA G 90 CRA{G WAY NE FRIDLEY,MN 55432 CURRENT RESIDENT 41 OSBORNE WAY NE FRIDLEY,MN 55432 DUEBER ROBERT L& KAY S 108 RICKARD RD NE FRIDLEY,MN 55432 HOGEN ANTHONY J & FLORENCE 133 75TH WAY NE FRIDLEY,MN 55432 MCDONALD JAMES S 7619 E RIVER RD NE FRIDLEY,MN 55432 BAUMGARTNER WILLIAM & P I 7517 E RIVER RD NE FRIDLEY,MN 55432 BOEDIGHEIMER JEROME & MARY Bad Address 1 FRIDLEY,MN 55432 C S COOK BLDRS INC 8833 CENTRAL AVE NE BLAINE,MN 55434 CURRENT RESIDE►VT ALDEN WAY NE �'FY FRIDLEY,MN 55432 CURRENT RESIDENT 45 75TH WAY NE FRIDLEY,MN 55432 HAANPAA LESLIE G& BARBARA J 149 76TH AVE NE FRIDLEY,MN 55432 JENSEN ROBERT E 8� BRIDGET M 140 RICKARD RD NE FRIDLEY,MN 55432 MCGINN JON P& JEANE L 7600 E RIVER RD NE FRIDLEY,MN 55432 M EARNEY KEVIN J& JULINA M OLSON MARY J PECKHAM STEPHEN J& JOYCE E E RIVER RD NE 119 RICKARD RD NE 91 75TH WAY NE F LEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 PETERSEN RALPH S& KATHRYN PRICE ROSE M TRUSTEE 116 RICKARD RD NE 77 75TH WAY NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 ROGNE RANDY L& BRENDA J ST PAUL BRD OF WATER COMM 7505 E RIVER RD NE 25 W 4TH ST FRIDLEY,MN 55432 ST PAUL,MN 55102 ST PAUL BRD OF WATER COMM STIFLE JOHN L& JANE D Bad Address 4 119 75TH WAY NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 TAPPE HOWARD R JR TYGE JEFFREY A& VICKI S 7601 E RIVER RD NE 7509 E RIVER RD NE FRIDLEY,MN 55432 fRIDLEY,MN 55432 �NAGNER MICHAEL A& LADE S L WALDORF MICHAEL G 65 75TH WAY NE 31 OSBORNE WAY NE FRIDLEY,MN 85432 FRIDLEY,MN 55432 WITKOWSKI WILLIAM J & LINDA 100 RICKARD RD NE FRIDLEY,MN 55432 PROOST BARBARA W 139 RICKARD RD NE FRIDLEY,MN 55432 � ST PAUL BRD OF WATER COMM Bad Address 3 FRIDLEY,MN 55432 TALVITIE ARTHUR L& LINDA D 132 RICKARD RD NE FRIDLEY,MN 55432 WADEL JEFFREY L& NANCY K 55 75TH WAY NE FRIDLEY,MN 55432 WILSON TERESA G 51 OS80RNE WAY NE FRIDLEY,MN 55432 • • � PUBLIC HEARING BEFORE THE PLANNING COI�IISSION Notice is hereb�r given that there will be a public hearing of the Fridley Planning Commission at the Fridley Municipal Center, 6431 University Avenue N.E. on Wednesday, May 7,2003, at 7:30 p.m. for the purpose of: Consideration of a Special Use Permit, SP #03-09 by Michael Wojcik, to construct a second accessory structure (garage), legally described as Lot 8, Block 1, Oak River Estates, generally located at 109-76"' Way NE. Any and all persons desiring to be heard shall be given an opportunity at the above stated time and place. Any questions related to this item may be referred to Paul Bolin, Planning Coordinator at 763-572-3599. Hearing impaired persons planning to attend who need an interpreter or other persons with disabilities who require auxiliary aids �should contact Roberta Collins at 763-572-3500 no later than May 1, 2003. The TDD number is 763-572-3534. Publish: April 24, 2003 . DIANE SAVAGE CHAIR PLANNING COMMISSION _ _ C�� FRlDLFY • FRIDLEY �IL��ICIP.-�L CE�TER • b-t31 L'�I`'ERSI"i�".a�"E. v.E. FRIDLE�r: _�tN 55-�3'_ •� rti3) S?[-�-t�!i • F.�� i'h.; ��"':-:�:3' Aprii 14, 2003 Nlichael J. Wojcik 109 76`h Way Fridley, MN 55432 Dear Mr. Wojcik: Per Minnesota Statute 15.99, local government units are required to notify land use applicants within 10 days if their land use applications are complete. We o�cially received your application for a special use permit on April 4, 2003. This letter serves to inform you that your application is compiete. Your application hearing and discussion will take place at the City of Fridley Planning Commission Meeting on May 7, 2003 at 7:30 P.M. in the City Council Chambers at 6431 University Avenue. Final action on your request will be taken by the City of Fridley City Council at 7:30 P.M. on May 19, 2003. !f you have any questions regarding this letter or the process, please feel free to contact me at 572-3599. Sincerely, � . �- , � _-. - - ; h-- - i � - Paul Bolin, AICP Planning Coordinator PB C-03-51 �� t�nuL ncrt�zscxv ��:c;r��:��;��t�:i� uri��.it �,�,tiv.� o� s�a�n,��•�, u� n�ita��,�u��a 7G01 - 73rd Avenue North 660-3093 Minneapolis, Minnesota 65428 l3�trur�ar� ��r�i#�ru#� � �. � � O 1�,,,.---�-''�r � �, � � � _. - - ,s, G �� _ � � _l. . O • � /.�' ,I'�. �L e . Q 1 � �-F '_ � G n 5 e.�n ° N e t. _ f�_. __� . _ _ �' p�p , n o a � � F ;,x <� ; �I { � � ' �'� 5 � \ � (\ (� m d; � ��. /�"- � � ' � � ; � , �, `�own are Irom'E:''�`�:., ui Ihis 1s a true and correc e descrlbed land and tt any, (rom or on sald lai �ii�r dayof__L� � � s� -� � .� � � � .� ' ` 2S o �� •� �- \ '� — =< � �� _� v' � c� o, � o? � � � I � �� '� � _ .. , , 9g cy _ ._.. � _ �-� .� _� �-�� _�}, • � / _ � . ` :d .,nd � befo : .ructian. .,ed Top of ,posed Gorage , �::� �'roposed Lowest � " Type of Building .� � \\ ': ' . . .�m � � (� � � ' � \ / :: . \� \ i�z s- S,� �. � I � ve /`' � � � � �; a� �� \ � \ �o � � ` ',S�� Q / -1" �\ \ ✓�� o �/ " ` � }. �\\ � � .r / � -� ' /�i�\ - �,�► . � i `?� /� — � � o ! �i \\ / �, o � � \ � � '�� O� � ' '" \� . d � �� i i � � �� INood Fence � � � _� � \�� . /1-� � --� �/ �� vo_ �� \ \ %6t1� Way N. �;�' _._.�` �� , ":, \ '� \ n �. � o \� h �, � G � / � � \� x Q \\ � ��. .' \. t. N _ \ . .. � �a: = � ,' � �cp ,� � �p � /� / � / �� '� � � �\ � p �' ,� `S �� Drvinay� �Yc .._� � �•��° r � Ut ili ty � � \ \ \ � \ \\ v � �� 1 � � � �� j'� ' `�r �- ' � i V ' I � �-' i � __�_ _— I I !' � ��'-` (�-� -��"J � 1 , . .. �� — Overhead Wires p"� ! / __ : _ ,� .-- �� . � � �h�\� � �� 0 � � \ \ ��1 : �� 1 � '.... �. �-,' • i _.--` �' ;%'� ��, \ \\ t i�` .� �� s �y � . �*_ � �. ( �, -� .a�o� � C .� t� Lot 8, Block 1, OAK RIVER ESTATFS, exce�t that part embraced within Anoka Gounty IiighWay Plat Nn. 28 The only easements shown are from plats of record or information provided by client. We hereby certify that this is o true ond correct�resentation of ��urvey of the hour�dori�s oi the OhOVP, dP.SCfIhP. id and the . . .. . .. . . • � � .. . . � . _ ..�._ 7r ... . r. ..._. ... .._. (_...` � ,� �.