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SP03-08 r-- GiTY t,�F FRIDLEY �6431 UNIVERSlTY AVENUE FRIDLEY, MN 55432 (763) 572-3592 COMMUNITY DEVELOPMENT DEP�4RTMENT SPECIAL USE PERMIT APPLICATION FOR: Residential Second Accessory Others � PR�PERTY iNFORMATION: (site plan required for submitta�l, see attached) � Address: �, �" ,� /I/. ,E� f ,� �� _ � Property iclentification umber: Legal Description: Lot 5-8 �lock C�C TracUAddition,��`e� f�,'e.,r,c� !-�P.�;h fs . I�Current Zoning: Square footage/acreage:� I CYX��C�� tia`� � Reason for Special Use: �v /a�,`/� �t,�� clec� G c�.rrra� � /lo�n.e � . . . I �Haye you operated a bus' in a city which re a usiness license? I Yes No If Yes, w ' �f Yes, what t�pe of business? �4Nas that license ever or revoked? Yes No _ �., � ��_��w_��..��..��_��.._�_�_.._..,..�.,.��.��......�_��.._��.r.��..�_�.._,.�. E QWNER INFORMATION (as it appears on the property title) (�ontract purchasers: Fee owners must sigri this form prior to processing.) NAME: IADDRESS: DAYTIME PHONE: SIGNATURE/DAT • '' .�..,..,��..._�.......,.�..,...,��....��..,..��,.,�....��.,,��,..�,.,..,..,.,,.,,..,�..,�_..,.,,��.,,��,..��..��.._w...,��.,,.�w.,..�.., ' �TITIONER INFORMATION i�AME: i��GiS� �✓ �I. ��la`> �' � ADDRESS: ("o .3 S �T. N.�. ��` / /yJ/Y. .55`�'/.32 DAYTIME PHONE:,�v3-��'�� /9 SIGNATURE/D E• �.z o 3 _�,��_�_��__��..��_��..��_��__�.,��....��_�_.._�_��.�� Section of City Code: _ FEES Fee: $100.00 Residential Second Accessory 400.00 Others i Application Number: �P C'��-�� Receipt #: �t7�� Received By: _ I Scheduled Planning Commission Date: ��i-�>_� Scheduled City Council Date: `�- �''-r: -� 10 Day Application Complete Notification Date: -/ -� _> 60 Day Date: �,,�-� �-- r_>_�� .:.µ�:w�: : �� SPECIAL USE PERMIT PROCESS . � :Y4.:��'�:�...�.::Y°�:_:.:.:;•:..:`'_ K. �'i:i;,,<.>. �.,,., ��. � .� �''C � � .,:.,;.�;:,..��::�::::�:<.::<;�� Pur se: A s ial use rmit allows the City with the discretion to r::' ..��;�;u>�{ � }�� :��':�.� -�r..�.�.�, determine the suitabili of certcrin uses on the general health, 3�.a:£c��:w3: � x..,,.';� � `7 $a=:..,..xµ;>, :��.�.;;:iw.i::;: x"e.a::..: cit��.n€Qr�t � �;a;�.,>,�.;. welfcu�e cmd ublic safety. �?.....�:.:..:`:z;::,<::;c;,;:;:�<:;z: P i;a�;�.:a�::�#as�otsx:�i...;<�.��V� �:::..�.`:L:�. ' 'ioS:`.\`Vv"l�.\:aT'F.M j� . ::ftedevelopr;,erri �i ��'��«�K s Considerations: The City may consider the following to deterniine the _ �:�� `"`�°�'"` suitability of a certcun use: ... ^ACttot`00 Joa.�q.�_� . � � - • 1. the nature of the lcmd on which the use is to be located, 2. the nature of the adjacent lcmd or buildings, 3. the effect on trc�fic into%ut of the site, or on adjacent roads, 4. any other factors the City shall identify as appropriate to determine the effect of such use. The Special Use Permit process begins by filling out a SPECIAL USE PERMIT APPLICATION. This, with a site plcm, cmd other appropriate drawings, must be submitted to the Plcuu�ing staff. A fee is c�ssociated with the application; $100 for second accessoiy building applications, �400 for cr�l other applications. Fees are non-refundable. Once the appliecrtion is received, the appliccrtion is reviewed by stcuf from the Plcmning; Engineering, Assessing, Fire, cmd Police Depcu�tments. The impacts to adjac�nt properties cse discussed, cmd stipulations cu�e developed. Simultcmeously, a mcdling list of all properties within a 350 foot radius of the property is genercrted. Notices of the request aa�e sent to thes�property owners. There is approximcrtely four weeks between the application due date cmd the Plc�.ning Commission meeting. . Prior to the meeting of the Plcmning Commission, a stc�f report is written, cmd the petitioner called regcarding the stc�f recommendation. The Plcmning Commission is made up of seven residents of the community. The meetings cffe held the first cmd third Wednesdays of the month at 7:30 pm in the Council Chambers in the Municipal Center. The Plcmrung Commission is cm advisory co�aurussion to the City Council. It is th.e responsibility of the Plcmning Commission to eonduct a public hecrring, gather testimony cmd mcrke a recommendation to the City Council regcu�ding all special use permit requests. Additional information regcu�ding the Special Use Permit Process may be obtcuned by calling the City of Fridley Plcmning Department at 572-3599 or 572-3593. � 26 _ _ ��F FI�DLEY FRIDLEY MliNICIP,aL CENTER•b�31 liNIVERSITY"�VE. N.E.FRIDLEY,M��5�32 •(763) �71-3�1�0• FAX(?63)571-i28? April 14, 2003 Michael J. Malone 635 Ely Street Fridley, MN 55432 Dear Mr. Malone: 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 officially received your application for a special use permit on April 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 will be taken by the City of Fridley City Council at 7:30 P.M. on May 19, 2003. If you have any questions regarding this letter or the process, please feel free to contact me at 572-3599. Sincerely, . , • �''/�,,.1.. •. .. � 1 Paul Bolin, AICP Planning Coordinator PB C-03-50 �' fv bu.r't�. cc� �t.��ht�-,�u��.�,.fty %�' �G'Q"��j�'I�� GirhG�n�, wh��.h is /o�-��t� /�/� Gc. Fy�vyOe�. �'vt'n�:� ;�%S�� -c.Y'✓rls f'/S SF't'L�rfy'C�%l�f' _._----- I'"e�tli/��aC ��.5�'IZl L��ts" �r2�/�'�..sc'c� 'fD lC,� f'_.�'C'UiL7't�s�:�f ��.,��f �,��,��f nn �,-/�� CITY OF FRIDLEY PUBLIC HEARING NOTICE BEFORE THE PLANNING COMMISSION TO: All property owners/residents within 350 feet of property generally located at 635 Ely Street NE. CASE NUMBER: S ecial Use Permit, SP #03-08 APPLICANT: Michael Malone Petitioner or re resentative must attend the Plannin Commission meetin . PURPOSE: w�n�' To construct a second accessory structure (attached garage). dcsc�z`pN -� LOCATION OF 635 Ely Street NE PROPERTY AND LEGAL Lots 5-8, Block U, Riverview Heights DESCR/PTION: DATE AND 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 on Channel 17. PLACE OF Fridley Municipal Center, City Council Chambers HEARING: 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 24, 2003 -� (,�t.11 �7C t-�S "' L.�"�L�-G.� City of Fridley (Legal Publication) PUBLIC HEARING BEFORE THE PLANNING COMMiSS10N Notice is hereby given that there will be a public hearing of the Fridiey 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 ''�� #03-08, by Michael Malone, to construct a �y�y;, second accessory structure (attached � garage),legally described as Lots 5-8,Bbck U, Riverview Heights, generally located at . 635 Ely Street NE. Any and all persons desiring to be heard � 4 ' � shall be given an opportunity at the above stated time and place. Any questions related ��^) .}�, to this item may be referred to Paul Bolin, "r� �pt11�� GL1Z �:�1 L�'J K�9�`��' l`�� Planning Coordinator at 763-572-3599. /� Hearing impaired persons planning to I,��G� f,�1',v�f(� /S �(�Gci�'Y'dG �hGt"" attend who need an interpreter or other per- P r�/t. sons with disabilities who require auxiliary � �'h�� js�(�"r, �t-' aids should contact Roberta Collins at 763- ��°� �(� 572-3500 no later than May 1, 2003. The �� /Jo�y"(�-ICRI�� '�p+-�r�'�"� �� TDD number is 763-572-3534.:. r �� CHAIR SAVAGE J-I 'N L�;�S �rjjT"CS f'�'tD �""Q— t PLANNING COMMISSION � �f'�L'tf—{�� 7L-(-�""/�V� �`�� l�Ln (April 24,2003)F2/Malone .��f,. 2 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 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 #03-08, by Michael ��' Malone, to construct a second accessory structure (attached �f.S��C.� 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 l, 2003 . The TDD number is 763-572-3534 . DIANE SAVAGE CHAIR ' PLANNING COMMISSION ' Publish: April 24 , 2003 � �� b��7�- �� Q,t�z�c�l�r� �z,.n��.�. f� ��- h era�� I.JI��'� i�5� 1 U c u.�'�c�. i/� �—�I ac�'e:L. FVt��.- ��S��L� ��`�' i S S��L�'�'�u.�ly�- �'c� � u,`�e� f�/"`�te��2'S/I. � r r��Z �� b�. �le��.t�� - r��t ��ii�-� �r ��F � � 1 o,., i��'�� Clty Of Special Use Permit Request Fridley #o3-os � �y ,, �, �i �, ; ��z��; � � � � � N � � _ � '� � � '; �l � �� Fa�rr�° �@ � �r \�� ' � j.. ,� �cL E� St<eeti , � ___ , � _...._ � \ �� r,: ,� � ,� '� �� _� � l � � .. . l ....� \\ .\ \ ��\ ; ,, � C , . �. �� , , 3 � i, `� � _ � � ��.� � � � '�� I I ' ,��4 �,� 1� � � � �� 3, ,�`� •��[� �, � �1�3� � � � �� w .. i L � � � � � ��+�a�� a�0�� F�dleyEngineering 635 Ely Street � ��`�'ey�'s Anoka County GIS Fridley MN 55432 Map Date: 4/23/03 ERICKSON WILLIAM E HADLEY ROBERT A& MARDELL R HILSON MARTIN D 650 ELY ST NE 593 FAIRMONT ST NE 645 FAIRMONT ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 HRA IN ND FOR CITY OF FRIDLEY KELLER T P &VAN WAGNER SARA L KOCZUR JOHN JR 6431 U VERSITY AVE NE 625 DOVER ST NE 680 ELY ST NE FRIDLE ,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 KUDLA ROBERT J KUENSTING TIMOTHY J LAFAVE MICHAEL A&JUDITH A 688 FAIRMONT ST NE 655 ELY ST NE 640 DOVER ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 MAHADEO COMAL P & RAJWANTI MALONE MICHAEL J & KATHLEEN MALOY JOHN E 136 71 1/2 WAY NE 635 ELY ST NE 8051 BROAD AVE NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 MARTH DAWN M MILLER SCOTT D & CHRISTINE M MILLER TIMOTHY 641 DOVER ST NE 615 FAIRMONT ST NE 591 DOVER ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 MORRISON KENNETH G & LINDA M MOUNTfN BRIAN R&TONIA M PAINTER SCOTT D &SUSAN M 635 FAIRMONT ST NE 670 GLENCOE ST NE 541 DOVER ST NE FRIDLEY,MN 55432 FRiDLEY,MN 55432 FRIDLEY,MN 55432 PETERSON MARK A& RICCAMARIE M PIERSAK MICHAEL E &SUZANNE M PRINCE DENNIS R& DIANE K 620 DOVER ST NE 1446 EAST LAKE DR 8031 RIVERVIEW TER NE FRIDLEY,MN 55432 CHASKA,MN 55318 FRIDLEY,MN 55432 RANDOLPH RAE L REITER DONALD RICE JOHN M JR& KARLEEN V 380 GLENCOE ST NE 684 ELY ST NE 8041 RIVERVIEW TER NE =RIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 �UTHERFORD ROBERT& NANCY SCARCELLA STACEY D STAHLBERG ALLAN B i10 DOVER ST NE 8090 BROAD AVE NE 8055 RIVERVIEW TER NE =RIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 3WARD DENISE A TONNESON JOHN R& BETTY L WAGNER WILLIAM A& DEBRA J i31 DOVER ST NE 8065 RIVERVIEW TER NE 681 ELY ST NE =RIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 Bad Address 1 Bad Address 2 Bad Address 3 FRIDLEY,MN 55432 , , Bad Address 4 Bad Address 5 ACKER VIRGIL J &JEANNE B � , 630 GLENCOE ST NE FRIDLEY,MN 55432 ADELMAN STEVEN R ANDERSON JAMES JR& ROSEMARIE AVERY ROGER A& LAVONNE 8080 BROAD AVE NE 610 GLENCOE ST NE 600 GLENCOE ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 BANNOCHIE GARY P &SALLY K BRECOUNT CHERYL E BREYFOGLE THOMAS J 665 DOVER ST NE 580 FAIRMONT ST NE 8081 BROAD AVE NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 BROLIN CRAIG M & RACHEL C BRUMBACK LANIER C &ALTO S L CARDER EVERETT M 687 DOVER ST NE 640 FAIRMONT ST NE 616 GLENCOE ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 CHMIEL ANDREW J COOK NORMA E CURRENT RESIDENT 8001 RIVERVIEW TER NE 690 FAIRMONT ST NE 590 FAIRMONT ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 CURRENT RESIDENT CU RENT RESIQEf�T CURRENT RESIDENT 620 GLENCOE ST NE 625 LY ST NE �`� 625 FAIRMONT ST NE FRIDLEY,MN FRID EY,MN 55432 FRIDLEY,MN 55432 CURRENT RESIDENT CU ENT RESIDENT CURRENT RESIDENT 630 EL�T NE ��.�'� 650 VER ST�E 675 FAIRMONT ST NE FRIDLEY',MN 55432 FRIDL ,MN�`�� FRIDLEY,MN CURRENT RESIDENT DAVIS NICHOLAS J DEARING BRUCE T 395 FAIRMONT ST NE 670 DOVER ST NE 651 ELY ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 �EMAREE THOMAS M DICKSON SHARON L DORMOH TANNEH i40 GLENCOE ST NE 600 ELY ST NE 7995 BROAD AVE NE =RIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 WALL MICHAEL T WEST JADE D WIGREN JOHN R& LORETTA M 8021 RIVERVIEW TER NE 689 FAIRMONT ST NE 567 ELY ST NE FRIDLEY,MN 55432 FRIDLEY,MN 55432 FRIDLEY,MN 55432 ZEGLEN RICHARD S & PATRICIA 540 ELY ST NE FRIDLEY,MN 55432 `�G t,.�`Y10 �� Yv�G�-�.� CC)r�C e��►rl - � �'�k'�r �h��.s� ��k�vi �o�' t��e ci �h�l� U _ J • ��, � �0..� �v wLU e. ls�e c�c�c� ��e �c�� w c� c��nev�� ,�'�� - '� ��k�e. b u�r �1��.s� � c��►� � r�.��bG��c� �r.� ��- n��r.�`�lbcxs , ��' �� t�ec� ��e C�v�� J('we��.� �`�ec��S . �l� � �,e.� �r ea t��, n�e� �s a c��-c��5�. �1�� :-�. c��, .�� _ � � �c�� ' �c�.r S �`►n ° 1�n�� 5 la:�L� t�=�. c..�� c� ,�� c�. c,� n�e� ��°��`�,c��- .�-- %��=�� , �;�� 1� �� , FRIDLEY CITY CODE SECTION 205.27. 0-1 CREEK AND RIVER PRESERVATION DISTRICT REGL?LATI0�1S (Ref Ord 10�6) l. PLTRPOSE The purpose of this district is to A. Regulate and ensure orderly development of Fridley's flood plain and fringe lands. B. Presen�e and protect the natural state of creeks and rivers in Fridlev. C. Protect surface and ground water quality and quantity. D. Minimize the losses due to periodic flooding and eliminate obstructions of flood flow that would cause hazards to life and property. 2. LANDS SUBJECT TO THIS DISTRICT A. Establishment Of Boundaries. The boundaries of the Creek and River Preservation District are hereby established as shown on the official zoning map of the City of Fridley. This boundary is made up of rivo (2) protection zones (CRP-1 "Floodway" and CRP-2 "Flood Fringe") which contain all lands within the jurisdiction of the City �vhich are subject to periodic flooding by a regional flood and which lie below the regulatory flood protection elevation on the Official Creek and River Profile (hereinafter called the Profile) contained within the Flood Insurance Study prepared for the City of Fridley. The Flood Insurance Study for the City of Fridley prepared by the Federal Insurance Administration dated September 2, 1980, and the Flood Boundary and Floodway Maps and Flood Insurance Rate Maps therein are adopted by reference. B. Location Of Boundaries. The elevations as shown on the Profile and other available technical data contained in the Flood Insurance Study shall be the governing factor in locating creek and river protection boundaries. 3. DEFII�TITIONS For the purpose of this district the following definitions shall apply: A. Accessory Building. � A subordinate building or use which is located on the same lot as the principal building or use and is necessary or incidental to the conduct of the principal building or use. f Fridley City Code Section 205.273.K. � B. Channel. A natural or artificial depression with definite beds and banks to confine and conduct either c�ntinuouslv or periodically the water in creeks and rivers. C. Commission. The City of Fridley Plannin� Commission. D. Commissioner. The Commissioner of the Department of Natural Resources of the State of Minnesota. E. Council. The Fridley City Council. F. CRP-1. Creek and River Protection Zone 1. This zone is synonymous with the term "Floodway", 100 year flood. G. CRP-2. Creek and River Protection Zone 2. This zone is synonymous with the term "Flood Fringe", 500 year flood. H. Equal Degree Of Encroachment. A method of determining the location of floodway boundaries so that flood plain land on both sides of a stream are capable of conveying a proportionate share oi flaod flows. I. Flood Or Flooding. A temporary rise in creek and river flow or stage that results ir� inundation of the areas adjacent to the channel. J. Flood Fringe. That portion of the flood plain outside of the floodway. Flood fringe is synonymous with the term "Floodway Fringe" used in the Flood Insurance Study. K. Flood Plain. The areas adjoining a channel which have been or hereafter may be covered by regional flood. � Fridley City Code Section 205.27.3.S. L. Flood Profile. A graph or lon�itudinal plot of water surface elevations of a flood event alon� a creek or a river. M. Flood Proofing. Any combination of provisions, changes or adjustments to properties and structures subject to flooding that are required for the reduction or elimination of flood damage. N. Floodway. The channel and those portions of the adjoining flood plain which is required to carry and discharge a re�ional flood. O. Obstruction. Any dam, wall, wharf, embankment, levee, road, dike, pile, abutment, projection, excavation, channel rectification, culvert, building, wire, fence, stockpile, storage of material or equipment, refuse, fill, deposit, clearing of trees or vegetation or structure in, along, across or projecting, in whole or in part, into any flood plain. p. Preservation District. The Creek and River Preservation District boundaries shall be contiguous with the regional flood boundaries identified as a part of the Flood Insurance Study. Q. Profile. Official Creek and River Profile. R. Regulatory Flood Protection Datum. A point of not less than one (1) foot above the regional flood Ievel. S. Regional Flood. A flood which is representative of large floods known to have occurred in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency in the magnitude of the 100 year recurrence interval. Regional flood is synonymous with the term "base flood" used in the Flood Insurance Study. r Fridley City Code Section 205.27.4.B.(1)(b)((4)) T. Structure. Anythin� constructed or erected which requires location on or underground or attachment to something havina location on or underground. This includes an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner, whether of a temporary or permanent character. U. linnumbered A-Zone. A special flood hazard area inundated by the 100-year flood, deter�nined by approximate methods; no base flood elevations are shown or flood hazard factor determined by the Flood Insurance Study. 4. DISTRICT USES, PERNIITS AND STAI�TDARDS A. District Use. The intent of this Section is to provide a supplementary overlay district which is made up of two (2) protection zones; CRP-1 and CRP-2 w�ithin any of the existing zoning districts. �Development of this district will follow the requirerner�ts of the ori�inal zoning district in addition to the requirements of this Section. B. Permitted Uses In CRP-1 District (Floodway). (1) No structure or any portion thereof shall be constructed or placed within the CRP-1 District, nor shall there be anv grading, fillin.g or excavating of land or any use established on any property �ti�ithin this ciistrict with the following exceptions: (a) Any use having a low flood damage potential, including recreational uses, parking lots, residential yards, loading areas, storage yards, water control structures and othe:open space uses. (b) Accessory structures tQ the above use may be permitted if: ((1)) Structures are not for human habitation. ((2)) Structures have a low flood damage potential. ((3)) Structures are firmly anchored to prevent floatation. ((4)) Accessory buildings are flood-proofed in accordance with the State Building Code. Fridley City Code Section 205.27.4.D.(2) (2) Any use, structures, aradin�, filling and excavating permitted in this Section, �vith the esception of public uses, require a Special lise Permit. (3) Any remo�-al of e�istin� trees over three (3) inches in diameter shall require City appro�-al. (4) No structure (temporary or permanent), fill (includin� fill for roads and levees), deposit, obstruction, storage of materials or equipment, or other uses may be allowed as a Special Use which, acting alone or in combination with existing or reasonably anticipated future uses, adversely affects the capacity of the floodway or increases flood heights. C. Public Utilities, Railroads, Roads And Bridges. (1) Public Utilities: All public utilities and facilities, such as gas, electrical, sewer and water supply systems located in the flood plain shall be flood-proofed in accordance with the State BuildinQ Code or elevated to above the Regulatory Flood Protection Elevation. V (2) Public Transportaii�n Facilities: � Railroad tracks, roads and bridges located within the Floodway District shall comply with the Sections of this Chapter. Elevation to the Regulatory Flood Protection Datum shall be provided where failure or interruption of these transportation facilities would result in danger to the public health or safety or where such facilities are essential to the orderly functionin� of the area. Minor or auxiliary roads or railroads may be constructed at a lower elevation where failure or interruption of transportation services would not endanger the public health or safety. D. Permitted Uses In CRP-2 District (Flood Fringe). No building or structure or any portion thereof, shall be placed within the CRP-2 District, nor shall there be any grading, filling or excavating of land or any use established on any property within the District unless a Special Use Permit is granted. A Special Use Permit may be granted within the CRP-2 zone with the following exceptions: (1) No Special Use Permit shall be authorized which would result in incompatible land uses or which would be detrimental to the protection of surface and ground water supplies. (2) No Special Use Permit shall be authorized for structures which will increase the financial burdens imposed on the community and its individuals through increasing floods and overflow of water onto land areas adjacent to the creeks and rivers. i Section 205.27.A. Fridley City Code (3) No Special lise Permit shall be issued unless the proposal is in keeping with land use plans and planning objectives for the City of Fridley and which will not increase or cause dan�er to life or property. (4) No Special Use Permit shall be issued in those cases which are inconsistent with the objectives and encoura�e land use that is incompatible with the preservation of the natural land forms and vegetation. (5) No Special Use Pertnit shall be issued for any fill unless shown to have some beneficial purpose to the property and the amount thereof must not eYceed that necessary to achieve the intended purpose. A plan shall be submitted by the owner showin� the uses to which the filled land will be put, the kind of fill, and the final dimensions of the proposed fill or other materials. Such fill shall be protected against erosion by rip-rap, vegetative cover or bulkheadin� if deemed necessary. (6) No Special Use Permit shall be issued for garbage or waste disposal sites or systems. (7) No Special Use Permit shall be issued unless the applicant submits engineerina data, site plans and other plans and information, as the City may require, in order to determine the regulatory flood protection elevation in unnumbered A zones, and the effects of such development on the bed, bank, channel, floodway or flood plain in the District. The applicant shall submit four (4) complete copies of the applicatian. (g) No Special Use Permit shall be issued unless the proposed use or obstruction has been reviewed by all governmental bodies ha��in� jurisdiction over such use or obstruction. Even if the review is required by statutes, ordinances, rules or regulations applicable to other governmental bodies, the City of Fridley retains the right to make the final determination. 5. ADDITIONAL RESTRICTIONS IN CRP-2 DISTRICTS Any Special Use Permit issued for an obstruction in the CRP-2 district shall meet the following provisions: A. Structures. Structures for habitation constructed on fill shall be constructed on fill so the basement floor or first floor, if there is no basement, is above the regulatory flood protection elevation with the fill at that elevation at least fifteen (15) feet beyond the limits of any structure or building erected thereon. Where existing streets or utilities are at elevations which make compliance impractical, or in other special circumstances, the Planning Commission may authorize other techniques of elevating the first floor (including basements) above the Regulatory Flood Protection Datum under the Special Use Permit, that conform with the flood-proofing requirements of the State Building Code. Fridley City Code Section 205Z7.6.G(3) 6. ADMIN�ISTRATION A. The City shall administer and enforce these district regulations and shall maintain a record of the elevation of the first floor (includin� basement) of all new structures or additions to e�cisting structures in the flood plain districts. The City shall also maintain a record of the elevations to w�hich structures are flood-proofed. B. Special Use Permit. A Special Use Permit shall be applied for and obtained prior to the construction, erection, addition or alteration of any obstruction w'holly or partly in the Creek and River Preservation District. C. Application For Permit. (1) Application for Special Use Permits under this district shall be made to the City in duplicate, by the owner or owners on forms furnished by the City and shall be accompanied by the following information, date and plans as is deemed necessary by the Zoning Administrator for determining compliance with this district and for determining the effects of the proposed activity in the Creek and River Preservation District and the buildability of the particular site for the proposed improvement, use or obstruction. (2) The City Council may attach any conditions to the granting of the Special Use Permit it deems necessary to fulfill the purposes of the Chapter. Such conditions may include,but are not limited to, the following: (a) Modification of waste disposal and water supply facilities. (b) Limitations on period of use, occupancy and operation. (c) Imposition of operational controls, sureties and deed restrictions. (d) Requirements for construction of channel modifications, dikes, levees and other protective measures. (e) Flood-proofing measures, in accordance with the State Building Code. The applicant shall submit a plan or document certified by a registered professional engineer or architect that the flood-proofing measures are consistent with the Regulatory Flood Protection Datum and associated flood factors for the particular area. (3) Plans (surface view) including a survey by a Minnesota registered land surveyor showing elevations of contours of the ground, pertinent obstruction elevations, size, location and special arrangement of all proposed and existin� Fridley City Code Section 205.27.7.A. obstructions on the site, in relation to existing and proposed obstructions to the channel location, location and elevation of streets, water supply and sanitary facilities, photographs sho�i-in� existing land uses, vegetation, upstream and dow-nstream and soil types shall be required. (4) Specifications for buildin� construction and material, flood-proofinQ, fillin�, dredginQ, aradin�, channel improvement, storage of materials, water supply (including withdrawal and discharge of ground and surface water) and sanitarv facilities. D. Issuance Of Permits. A Special lise Permit shall be issued upon approval of the application by the City Council. The applicant shall be required to submit certification by a registered professional engineer, registered architect or registered land surveyor that the finished fill and buildin� elevations were accomplished in compliance with the provisions of this Chapter. Flood-proofing measures shall be certified by a registered professional engineer or registered architect. E. Application For Variance. Application for Variances under this district shall be made in duplicate to the City by the owner of the land, on fornls furnished by tile City. Variances to the Creek and River Preservation District must only be for reasons of exceptional circumstances when the strict enforcement of these regulations would cause undue hardship and strict conformity - with the standards would be unreasonable, impractical and not feasible under the circumstances. Variances granted under this District must be consistent with the general purpose of these standards. Although Variances may be used ta modify permissible methods of flood protection, no Variance shall provide for a lesser de�ree of flood protection than stated in this district. y 7. POWERS, DUTIES AND TECHI�IICAL ASSISTANCE A. Powers And Duties The City shall hear all requests for Special Use Permits and Variances under this district. Requests for Special Use Permits and Variances shaPl be subject to Section 20�.05.4 and 205.05.5 r�spectively,of the City Code. The City shall submit to the Commissioner a copy of any application for a Special Use Permit or Variance w�here a hearing is to be held to consider such application. The Commissioner shall receive at least ten (10) days notice of the hearing. Such notice shall specify the time, place and subject matter of the hearing and shall be accompanied by such supporting information as is necessary to indicate the nature and effect of the proposed use. A copy of all decisions granting a Special Use Permit or Variance to the provisions of the Creek and River Preservation District shall be forwarded to the Commissioner wixhin ten (10) days of such action. Fridley City Code Section 205.27.8.F. B. Technical Assistance. The City may transmit the information received by it to the appropriate Watershed District or the Commissioner for technical assistance to evaluate the proposed project in relation to flood heiQhts and velocities, for determination of the Regulatory Flood Protection Datum w�ithin unnumbered A zones, and to determine seriousness of flood damage to the use, the adequacy of the plans for protection, compliance with the provisions of this district and compliance with Statewide Standards and Criteria for Mana�ement of Flood Plain Areas of Minnesota (Minnesota Regulations 1vR 85-93) and other technical matters. 8. EXISTI�iG NONCO��'OR:�TI�;G USES An obstruction, structure or use which was lawful before adoption of this Chapter, but which is not in conformity with the provisions of this district, may be continued subject to the following conditions. _ A. No such use shall be expanded, changed, enlarged, or altered in a way which increases its nonconformity. B. :�'o structural alteration or addition to any nonconforming structure over the life of the structure shall exceed fifty percent (50%) of its assessed value at the time of its becoming a nonconforming use, unless the entire structure is permanently chan�ed to a conforming use or unless the alteration or addition would substantially reduce potential flood damages for the entire structure. C. :Any alteration or addition to a nonconforming use which would result in substantially increasin� the flood damage potential of that use shall be flood-proofed in accordance with the State Building Code. D. If any use of an obstruction or structure or the use is discontinued for twelve (12) consecutive months, any subsequent use of the obstruction, structure or use shall comply in all respects with the provisions of this district including, but not limited to, the obtaining of all required permits and variances. E. If any nonconforming obstruction or structure is destroyed or damaged by any means, including floods to the extent that the cost of repairing or restoring such destruction or damage wouId be fifty percent (50%) or more of its value, then it shall not be reconstructed except in full compliance with the provisions of this district, including the obtaining of all required permits and variances. F. The Creek and River Preservation District regulations shall in no way prohibit routine maintenance of existing properties. Routine maintenance is considered to be the work property owners could do previous to the adoption of this district without first obtaining a building permit. Fridley City Code Section 205.27.10.C. 9. SUBDIVISIONS A. No land shall be subdivided which is held unsuitable by the City of Fridley for reason of flooding, inadequate drainage, ��-ater supply or sewage treatment facilities. B. �11 lots within the flood plain districts shall contain a building site at or above the Regulatory Flood Protection Datum. C. All subdivisions shall have water and sewaQe disposal facilities that comply with the provisions of this Chapter and have road access both to the subdivision and to the individual buildin� sites no lower than ttvo (�) feet below the Regulatory Flood Protection Datum. D. All subdivisions in the flood plain district shall satisfy the requirements of this Chapter. The City shall evaluate the subdivision in accordance with procedures established in this district. 10. MAIv LiFACTURED HOMES AND MOBILE HO�IE PARKS A. New mobile home parks and eapansions to existing mobile home parks shall be subject to the provisions placed on subdivisions by the above Section. B. Manufactured homes in existin� mobile home parks that are located in flood plain districts are nonconforming uses and may replaced only if in compliance with the following conditions: (1) The manufactured home lies in the CRP-2 District. (2) The manufactured home is anchored ��ith tiedowns that comply with requirements of Minnesota Regulations Mobile Home 450. (3) The manufactured home owner or renter is notified that the manufactured home site lies in the flood plain and may be subject to flooding. (4) The mobile home park owner develops a flood emergency plan consistent with the time available after a flood warning. The plan shall be filed with�and approved by the City. C. Individual manufactured homes not located in mobile home parks may be permitted if allowed by other applicable ordinances and if they comply with the provisions of Section 205.24.4D(7) of this Chapter. Fridley City Code Section 205.27.14. 1l. PL'BLIC NtTISAI�tCE: PENALTY A. �ny person who violates any provisions of this district or fails to comply �vith any of its terms or requirements shall be guilty of a misdemeanor punishable by a fine of not more than 5�00 or imprisoned for not more than ninety (90) days, or both, and in addition shall pay all costs of prosecution and expenses invol��ed in the case. Each day such violation continues shall be considered a separate offense. B. Every obstruction or use placed or maintained in the Preservation District n �•iolation of this Chapter is hereby declared to be a public nuisance and creation thereof may be enjoined and the maintenance thereof abated by appropriate judicial action. C. Nothing herein contained shall prevent the City from takin� such other lawful action as is necessary to prevent, remedy or remove any violation. 12. AMEivDMENTS A. The Creek and River Preservation District elevations on the Profile may be chan�ed by amendment to this district and such change �i-hen made shall be shown on the Profile. If future conditions make it necessary to re-e�-aluate the district boundaries because of increased flooding potential which would affect the health, safety and general welfare of the citizens, the elevation will be corrected by the Council by amendment to this district. B. All amendments shall be submitted to the appropriate Watershed Districts and the Commissioner and shall be approved by the Commissioner prior to adoption by the Council. 13. IIv'TERPRETATION In interpreting and applying the provisions of this district, they shall be held to be the minimum requirements for the promotion of the public health, safety and general welfare. It is not the intention of the Creek and River Preservation District to interfere with, abrogate or annul any covenant or other agreement betvveen parties, nor the provisions of any ordinance of the City; provided, however, where this Creek and River Preservation District imposes a greater restriction upon the use or improvement of any premises than those imposed or required by other statutes, ordinances, rules, regulations or permits of the City, State or appropriate Watershed District, or by covenants or agreements, the provisions of this district shall govern. 14. WARNING AND DISCLAIMER OF LIABILITY This Section does not imply that areas outside the Creek and River Preservation District or land uses or obstructions permitted within the Creek and River Preservation District will be free from flooding or flood damages. This Creek and River Preservation District shall not create liability Fridley City Code Section 205.27.14. on the part of the City or any official or employee thereof, for any flood damages that result from reliance on this Chapter or any City action taken or administration or Council decision lawfullv made hereunder. City of Fridley Land Use Application SP#03-08 May 5, 2003 GENERAL INFORMATION SPECIAL INFORMATION Applicant: Physical Characteristics: Michael Malone Typical suburban landscaping. 635 Ely Street SUMMARY OF PROJECT Fridley MN 55432 The petitioner, Mr. Malone, is requesting a Requested Action: special use permit to construct an attached To build an attached garage to a garage, not elevated on fill, in the Flood home which is located in a Flood Fringe District. Fringe District. Permit is specifically SUMMARY OF ANALYSIS required for structures proposed to be City Staff recommends approval of this elevated, but not built on fill. special use permit, with stipulations. Existing Zoning: Structures that are not elevated on fill are a R-1 (Single Family Residential) permitted special use in the flood fringe Location: district provided that all FEMA and State 635 Ely Street flood-proofing regulations and standards Size: provided in the City Code requirements are 11,000 sq. ft. .25 acres met. Existing Land Use: CITY COUNCIL ACTION/60 DAY DATE Single Family Home. City Council—May 19, 2003 Surrounding Land Use &Zoning: 60 Day—June 2, 2003 N: Single Family& R-1 E: Single Family& R-1 � � � � ��.�� S: Single Family& R-1 � ;�°'?�� W: Single Family& R-1 "� � �� Comprehensive Plan Conformance: � �� Consistent with Plan � ��=�� g � � �'��sx�a§,�'�-.'� � N vv r� c� '#��Po' ,s< Zoning Ordinance Conformance: ��a k �� , �� ` "° Section 205.27.4.D requires a special ' ��X�� f � , � ��'� �� ,� P �� use permit for structures proposed to � ��'�'�� ' � � �'��°� be elevated, but not built on filL � � r � �'�� Zoning History: �� i 1922— Lot is platted. . _. n� � � : , �:�� , r� � � � ��- _ _ � Home built prior to 1949. ' - 1959—Alteration to foundation. 1960—Entry addition. _ (Proposed Location of Garaqe) 1963—Home addition. Staff Report Prepared by: Stacy Stromberg 1984—Home addition. Legal Description of Property: Lots 5-8, Block U, Riverview Heiqhts Public Utilities: Home is connected. Transportation: Ely Street provides access to residence. 24 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. ANA- 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 stall 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. � ,�� - � � � �� -�'�^ x ,r �� *°� � � `'�� '�a� �� '� � .�� '^� ,��- � ��`� "'�'��y�,� � �; � - * �;� ��,x,�.��3 5�,,�,� �.k�'._��:�,,#_}� �' '�`i "�`�C °��`�� '�. � a�.z� � s,�,. -��}� �b� ` t #� � `r'1 �� P�� < 3 v,. �� "�� ' � � � � 4,, �,� . � { €A, y �� "S �t^ 9� ;�� T ? � ,ix� ��,k.-�'��;5� ��C��y, � . .., -3s �r ��„ ' ',�� . , � . * ,. •�-#:� . � '. � �.-'�-�� '�� st�.� �'4' � �` — � '�� "�'€ -; .�, - ,. a.� 'i� �� _. �; ,° .�� G�� .,, �,i�.,g, ?. s , , ., � �.,a^a'�. , . * ' . i�s�j�'�� ` �� - � �u.a � '1�='� - ;d;"�'_ §qi �` a � �� ; "� � r •��'�� l ��,, ''" ' �'�,,� k r � �t � � � a"�� r, z �:: � � ' , ._u. ��. . -- ,;,_, > � < � ° � �B, , ,." > -�„. ... ..: ..... _ ��.. - #„ ��a� . �^�.. < • � ." . ��.�. x €� �� t a � � �;� a e�� '�s _ r ��,- ''.r ,. �.� _ sm � � �"` '�� P. ,u sl� �; �F y : �k�� ,r yi 'w.„, ,:,y �� aw� y y � Existing home and single 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. 25 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. � ��,:;�� x- ";��x �,` �," �� *�,�.�� ,� � �'v , � �� ,' �� ,; � ' r �" � 3` ,'•�� 3 � ` 3,� ��s,� � Ir'�:;��p,y��r�� _ � a�a,� s. m ? *�,,� �,�i� � �-�,� a `Y'�; F„r i i �t #"� �, � �`�A4 u""' p 3 1 . �� °'��'� �f� 3 �i �` � � �� t �k � ' .��,�y �, �'�`` �� '�„�� '�� `F",+'""� ��`' ,rx,;�.� za� �� .' d^ ��rt ,�r-3 „'�. . rr "_,- a' y �� #�� Y�`�^'a. F�,,. '�.. � � ��s� x € �;,�� °x �'u �-. �� IIM 99�l��I I�lR� �»� � � � „� � �r �r� �� t,{�k r�� , '� r . �, � �. Y � "�r " � , �' �'`. `'�,� a=' + a , �,,.«r� �$.�� , •� � �. '��_�� _ �, ,�� ' �� a o. .. . .�.. � i � ', _ �r ...�; �_ � �, ,�, �b � ` ��"�� .� � ,�. � 3. � � � - �.,,�,� , , < a � , , ,� � � i'sS �lP�� " ��Q. �� y '�x . � .�. -� � � �" r, �F - s� ,,:r :� � "'�:p�y�rr�^.��'�� , . „�- - d3*' ,,, �� - 3 .,, _ ,.. ...,,.,,,.. m., �:.m,-. .� "'.' ,— .`., ,� - ' ..., _„�.w,,,,. %.., .,. ,,,, . I .,.�... � � . - � . "�� .. �� .3. 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 shall 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. 26 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 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. 27 s - 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 OPENINGS: 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 DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNES❑TA �A� 02/20/0 No. 4 41 aig L, ❑swell SHEETS S1 - S4 MAL�NE RESIDENCE �°MM'SS'°" "°. ULTEIG o3-64as ENGINEERS INC 6 3 5 E L Y S T R E E T N E o�WN �' � u�r��c [N(YNEERS S — 1 F R I D L E Y, M N TA 5201 East R�ver Road Su�te 30 f or MIKE MALDNE CHECKED BY Mlnneapol�s, MN 55421 02/20/03 , C Phone 763-571-2500 Fax 763-571-1168 GENERAL NOTES CONTINUED LOADINGS SNOW LOAD = 35 PSF FLOOR LOAD = 50 PSF WIND LOAD = PER ASCE 7-98 FLOOD-PROOFING 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-PROOFING 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, INCLUDING 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. COMMISSION N0. MAL�NE RESIDENCE 03-6448 635 ELY STREET NE DRAWN BY ENGINEERS INC� ULTEIG E„�,N�,� S _ 2 F R I D L E Y, M N TA 5201 East River Road Sutte 30 f or MIKE MAL❑NE cHECKEo sr M�nneapoUs, MN 55421 02/20/03 C❑ Phone 763-571-2500 Fax 763-571-1168 26'-3" 16'-0" 10'-3" 0 r. o � o I I I ll� M U� 0 O - � I o N (� o O I ('7 O O GARAGE p� � 4' CONCRETE SLAB � SLOPE GARAGE SLAB PER C�DE S4 TO DRAINS o o A/B � o� � N i� TYP, ALL ROOF TRUSSES ABOVE WALLS _ � o (ll 0 I (h 0 FLOOR DRAIN � DRAIN TO DAYLIGHT Q` o �R SUMP, TYP, i 'v� 0 I (U 4�_�� 3�_0�� 4�_9�� 3�_�� 4,_6„ 3�_�� 4�_�� PLAN NOT T� SCALE �°MM'SS'°" "°. ULTEIG REVISED MALONE RESIDENCE 03-6448 635 ELY STREET NE DRAWN 8Y ENGINEERS INC� ULTEIC ENGINffRS 02/28/03 �R I D L E Y, M N TA 5201 East R�ver Road Sulte 30 S - 3 for MIKE MAL❑NE cHEckECp Phone763-571-25001 Fax 763-571-1168 02/20/03 .. �� 1, MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTR❑L JOINT IS 50 FEET, 2, CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT, BRACE AS REQUIRED, 3, DRAIN TILE, DAMPPRDOFING AND/OR WATERPRDOFING, AND INSULATION, AS WELL AS THEIR INSTALLATION, ARE TD BE IN ACCORDANCE WITH THE CODE. 4, MEAN ANNUAL FLOOD LEVEL IS AT ELEVATION 823.25 FEET, TOP OF CONCRETE FOUNDATION WALL MUST BE A MINIMUM OF 12" ABOVE THIS ELEVATION, 1/z"s� x 10" LONG ANCHOR BDLTS w/ (1> NUT & HEAVY DUTY WASHER (7" MIN, EMBED> OR SIMPSON MAB15 @ 72" D,C. OR APPROVED EQUAL WOOD FRAME WALL BY OTHERS 8" MIN. THICK C.I,P. CONCRETE WALL w/ #4 ELEV, = 824,3' VERTICAL BARS 2 48" O,C, CENTERED IN WALL �4 HORIZONTAL . e 4" PVC OPENING w/ SCREENS BARS @ 36 O,C. . AT EACH END @ 36" O.C, DRIVE WAY�\ p 4" SLAB ON GRADE SLOPE GRADE \ - - W� #4 @ 18" O,C. E,W, AWAY FRDM � SLOPE TO DRAINS FOUNDATIDN � ELEV, = 822.9' ��=1 I i— s ��i,��-1 ° ill—��— ' . ' . ' SAND CUSHI❑N I=1 I I,„I I�. � � ,� ° 2 CLR �4 x 4'-0" HO�KS @ 48" O,C, TYP, � , ALL GARAGE WA�LS �4 x 2'-0" DOWELS 24" @ 48" ❑.C, 241, � � s MIN T S RIPX FOOTINGDE ° PRDVIDE MINIMUM OF 42" FROST COVER TO F��TING B�TTOM GARAGE WALL SECTION CONCRETE �PTION COAIMISSION N0. MALONE RESIDENCE 03-6448 ULTEIG 635 ELY STREET NE ��+WN � ENGINEERS INC� ucr�ic �„EfRs S — 4A F R I D L E Y, M N T A 5201 East R�ver Road Suite 30 f or MIKE MAL❑NE CHECKED BY M�nneapol�s, MN 55421 02/20/03 CO Phone 763-571-2500 Fax 763-571-1168 .. . �� 1, MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTROL J�INT IS 50 FEET, 2, CARE IS TD BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT, BRACE AS REQUIRED. 3, DRAIN TI�E, DAMPPRODFING AND/OR WATERPRDOFING, AND INSULATION, AS WELL AS THEIR INSTALLATION, ARE T❑ BE IN ACCORDANCE WITH THE C❑DE, 4, MEAN ANNUAL FLOOD LEVEL IS AT ELEVATION 823.25 FEET. TOP OF MASONRY FOUNDATION WALL MUST BE A MINIMUM OF 12" ABOVE THIS 1/2"�D x 16" LDNG ELEVATION. ALL MASONRY FOUNDATION WALLS ANCHOR BOLTS w/ TD BE GRDUTED SDLID, <1) NUT & HEAVY DUTY WASHER OR SIMPSON MAB15 e 72" ❑.C. OR APPROVED EQUAL WOOD FRAME WALL BY OTHERS TREATED 2 x 4 MIN, SILL PLATE 8" THICK �4 VERTICAL BARS MASDNRY WALL @ 48" ❑,C, CENTERED GRDUTED SDLID IN WALL ELEV, = 824.3' 4" PVC �PENING w/ SCREENS AT EACH END @ 36" O,C. DRIVE WAY SEAL AROUND PVC AS REQ'D SLOPE GRAD�_ — �SEE S4 FOR SLAB AWAY FROM ELEV, = 822,9' FOUNDATIDN ,,,=11i- ,11,��111,=� �li-��;_ • . . I-1 I I,_„I I�. 4c 12" THICK SAND CUSHION MASONRY WALL GRDUTED SOLID #4 x 2'-0" D�WELS @ 48" ❑,C. 8" DEEP x 20" WIDE , o PROVIDE MINIMUM OF STRIP FODTING w/ 42 FR❑ST COVER <2) #5 CONTINUDUS ° � TO F�OTING BOTT�M HORIZONTAL BARS GARAGE WALL SECTI❑N MASONRY ❑PTION COMMISSION N0. MAL�NE RESIDENCE 03-6448 ULTEIG 635 ELY STREET NE oaawN er ENGINEERS INC� u�rEic CMGINf[RS S - 4B F-R I D L E Y, M N TA 5201 East R�ver Road Sutte 30 f or MIKE MAL❑NE CHECKEO BY Mlnneapolls, MN 55421 OZ/20/03 C❑ Phone 763-571-2500 Fax 763-571-1168 4 : 4 ' 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 OPENINGS: 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 TNAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNES❑TA DATE 02/20/0 G N0. 4 41 .�.. aig L, ❑swell SHEETS S1 - S4 COMMISSION N0. MALDNE RESIDENCE 03-6448 G 635 ELY STREET NE DRAWN BY ENGINEERS INC� ucr£�c �NEE� S — 1 F R I D L E Y, M N TA 5201 East R�ver Road Su�te 30 f or MIKE MAL�NE CHECKED BY Minneapotis, MN 55421 02/20/03 C Phone 763-571-2500 Fax 763-571-1168 , � GENERAL NOTES CONTINUED LOADINGS SNOW LOAD = 35 PSF FLOOR LOAD = 50 PSF WIND LOAD = PER ASCE 7-98 FLOOD-PROOFING LOADS: HYDROSTATIC LOAD PRESSURE = 62.5 PCF/FT HYDRODYNAMIC LOAD VELOCITY = 10 FTISECOND BASED ON SECTION 602.3.1 UPLIFT AS CALCULATED IMPACT LOADS = 1000 LBS TRAVELING AT 10 FT/SEC�ITH CHAPTER 6 OFOTOHE OTHER LOADS ARE CALCULATED IN ACCORDANCE FLOOD-PROOFING 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, INCLUDING OVERSIZING, AS REQUIRED. ALL FILL TO BE ENGINEERED GRANULAR MLL ERI�A BEMPLACED AND STANDARD PROCTER DENSITY (ASTM D698). F 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. COMMISSION N0. U L T E I G MAL�NE RESIDENCE 03-6448 ENGINEERS INC� ULTEIG ��E� S - 2 635 ELY STREET NE DRAWN BY TA 5201 East River Road Sulte 30 02�20/03 F�R I D L E Y, M N CHECKEO BY Minneapolis, MN 55421 f or MIKE MAL�NE CD Phone 763-571-2500 Fax 763-571-1168 , • � 26'-3" 16'-0" 10'-3" 0 � o � o � � in 0 I 0 o N I �-+ M o Q � ('M 0 _ GARAGE -a, �i 4' C❑NCRETE SLAB � SL❑PE GARAGE SLAB PER C❑DE S4 T❑ DRAINS o o A/B N i M TYP, ALL RO�F TRUSSES ABOVE ' WALLS �i � (U 0 I ('� � O FLD❑R DRAIN -� DRAIN T❑ DAYLIGHT ❑R SUMP, TYP, 0 � 0� 0 I (U 4�_0�� 3�_�� 4�_9�� 3�_�� 4�_6�� 3�_�� 4�_�� P- N�T T❑ SCALE �°MM'SS'°" "°. ULTEIG REVISED MAL�NE RESIDENCE 03-6448 ENGINEERS INC o2/28�03 6 3 5 E L Y S T R E E T N E ��WN � � ucrE�c ENG�NEERS TA 5201 East River Road Sulte 30 $ - 3 FRIDLEY, MN CHECKED BY Mtnneapol�s, MN 55421 02/20/0� f o r M I K E M A L 0 N E CO Phone 763-571-2500 Fax 763-571-1168 . . . NOTES 1, MAXIMUM WALL LENGTH ALL�WED WITHOUT A CDNTROL JOINT IS 50 FEET. 2. CARE IS TO BE TAKEN DURING BACKFILLING T❑ MAINTAIN A PLUMB WALL ALIGNMENT, BRACE AS REQUIRED. 3. DRAIN TILE, DAMPPR❑�FING AND/OR WATERPRO�FING, AND INSULATIDN, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE, 4, MEAN ANNUAL FLDOD LEVEL IS AT ELEVATIDN 823.25 FEET, TOP OF CONCRETE FOUNDATION WALL MUST BE A MINIMUM OF 12'� AB�VE THIS ELEVATIDN. 1/2"� x 10" LONG ANCHOR BOLTS w/ (1) NUT & HEAVY DUTY WASHER (7" MIN. EMBED) �R SIMPSON MAB15 @ 72" ❑.C. DR APPROVED EQUAL �—WDOD FRAME WALL BY OTHERS 8" MIN, THICK C,I,P, CONCRETE WALL w/ #4 ELEV. = 824.3' VERTICAL BARS @ 48" �,C, CENTERED IN WALL 4 HORIZONTAL , 4 PVC OPENING w/ SCREENS � �� BARS @ 36" ❑.C, AT EACH END @ 36" O,C, DRIVE WAY 4" SLAB ❑N GRADE ° w/ #4 @ 18" D,C, E.W, SL�PE GRADE SL❑PE TO DRAINS AWAY FROM _ ELEV, = 822,9' FDUNDATION , ��i=11i— ,��„��=I ° ill—��— ' . ' . ' � SAND CUSHION e I-1 I I,��L�' 2�� CLR #4 x 4'—0" HO�KS @ 48" �.C, TYP, � a ALL GARAGE WALLS #4 x 2'-0" D❑WELS 24" @ 48" O.C, 24�� 8" THICK x 20" WIDE o e MIN, STRIP F❑OTING ° PR�VIDE MINIMUM ❑F 42" FROST C❑VER T❑ FOOTING B❑TT❑M GARAGE WALL SECTIDN C❑NCRETE DPTI❑N COMMISSION N0. ULTEIG MALDNE RESIDENCE 03-6448 ENGINEERS INC 6 3 5 E L Y S T R E E T N E ��WN � � IILTEIG ENG�NE[RS S — 4 A F-R I D L E Y, M N T A 5201 East R�ver Road Sulte 30 CHECKED BY M�nneapol�s, MN 55421 02/20/03 f o r M I K E M A L�N E Cp Phone 763-571-2500 Fax 763-571-1168 . , . NaTEs 1. MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTRDL JDINT IS 50 FEET. 2. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. BRACE AS REQUIRED, 3. DRAIN TILE. DAMPPRDOFING AND/OR WATERPRO�FING, AND INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE, 4, MEAN ANNUAL FLDOD LEVEL IS AT ELEVATION 823.25 FEET, TOP OF MAS�NRY FOUNDATI�N WALL MUST BE A MINIMUM OF 12" ABOVE THIS ANCHOR B�,L S�wG ELEVATION, ALL MAS�NRY FOUNDATION WALLS TO BE GROUTED SOLID. DUTYUWASHER VY ❑R SIMPS�N MAB15 @ 72" ❑.C, ❑R APPROVED EQUAL WO�D FRAME WALL TREATED 2 x 4 MIN, BY OTHERS SILL PLATE 8 THICK #4 VERTICAL BARS MASONRY WALL @ 48" ❑,C, CENTERED GROUTED S�LID IN WALL ELEV. = 824,3' 4" PVC ❑PENING w/ SCREENS AT EACH END @ 36" ❑.C, SEAL AROUND PVC AS REQ'D DRIVE WAY�\ �SEE S4 FOR SLAB SLOPE GRADE \ _ AWAY FR�M �� ELEV. = 822,9' FOUNDATION ,,,=I I i— �II,;,II1=1 'I�-��`II; I-1 I I,,-,_ . 4c 12" THICK SAND CUSHI�N MASONRY WALL GRDUTED SOLID #4 x 2'-0" D�WELS @ 48" ❑.C, PR�VIDE MINIMUM ❑F 8" DEEP x 20" WIDE e � 42" FR�ST COVER STRIP FODTING w/ o • TO F❑OTING B�TTOM (2) �5 CONTINUDUS H�RIZONTAL BARS GARAGE WALL SECTI�N MASONRY OPTIDN COMMISSION N0. ULTEIG MAL�NE RESIDENCE 03-6448 ENGINEERS INC� ULTEIG LNCINEERS 635 ELY STREET NE DRAWN BY S — 4B TA 5201 East River Road Su�te 30 �RIDLEY, MN CHECKED BY Mlnneapolls, MN 55421 02/20/03 f o r M I K E M A L�N E C❑ Phone 763-571-2500 Fax 763-571-1168 UL TE/G EHG/NEERS, /1 �48 5201 EAST R/VER ROAD SU/TE 308 „�T, M/NNEAPOL/S, M/NNESOTA 55421 � PHONE (7631 571-2500 �7��3 FAX (7631 571-1168 www.ulte/g.com � 2p 40 6O PROPOSED GARAGE DIMENSIONS 29.00 Scale: 1 Inch = 20 Feet o 0 �o � � EWD — EXISTING WOOD DECK m 5.00 N � 24.00 N 0 � 0ti�� `�� 100.0 �ti`�0 �ry,�� ?? ' -''�� e�`�� v �,` , ,,- -- , � ,, � � i \ �, �. � � � �� ' 822.0 � ��_� � x 82 .4 ,' �i � i � i 1� �� ' i� � N � N � i � i � � i � �� / \� �/ �/ �- ,82Q�� 'i � x 821.8� ,�'� \`� ro� �' ,�"� �.`\` 1� �' � � ' ry � — ' � � i — — —�"822.0— —1 ' ` � � , i � ' , ��_� � � `� x 874.2 �. i � � . , i i � � v o � / v � x 824.5 v �� . SETBA K N � �� n �;�a g`' ,i LINES _ � ` � ,� � -- � �� x 823.3 � �� 0 25.2 9.1 `� I `� ��821.9 � � ��- i 822.9 � x 821.8 � � / `�� O � � ,�j � O � � �' i � Q W � � w � ,g22° � Q� �a EXISTING ; ,�� ; � r , G �y � �n ' STUCCO � i �i i �� HOUSE � ' � � � �� 59.9 � 0 7.9 � � � x ss2.s � , � 8 � i � w � � x 821.8 I x 21.9 ?� I � i � N � i � � � I � � � I ,� . . 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I N � \ �23.3 ; 10 ` " " " ' °' � � ' o �� ` ' 1� p � � � �i � \� — � � 3 � �� i � � �? � — — � � .y� — N k \� � �` � `SF 1 . . . . . . . . sry �� t r ` � �� . . . . . . , . . � � � N 22..i �hO.0 � ; x 822.8 � � M ' 821J 1� O.Q. . � I�r' i � i i� �I ZZoo� x 821J � 22,2 z.�.'. � w � � i i • p i �W �n`n' � i i i � O i i 1 . . . '�.�. . N y ` �1 I / � � I O � ~��' 0 1 9p0� N� \ I l i/ � I m�' 1 1 � � I ! � I ` 1 ` N \ 'I . .�,>8�'...�.,.,.� � � �\ 1 �� .. �.��p.�. . �\�� , _ � � . ry�� `'�.' 1 0 �821.00� � . \. \ --_-- - _� _ , �ry�• 82�:6" " " " �ff24.$-__ 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . BI,TUMFNOUS. . . . . . . . .. . . . . . rv. . . . . PAV�MEN�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o � � ELY � TREET - - � � S . Description of Propert r.,� Table of Floor Elevations Lots 5, 6, 7, and 8, Block U, RIVER VIEW HEIGHTS, House Highest Floor — 826.94 Anoka County, Minnesota. House Lowest Floor — 824.93 Garage Floor — 822.9 Property Address: Proposed Garage Floor — 822.9 635 ELY ST NE FRIDLEY MN 55432 REVISED 02/28/03 C E R T I F I C A T E O F S U R VE Y F 0 R: REPORT WASRPR P RED BY ME OR UNDER M�DIRECT MIKE MALONE PROPERTY SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. ANOKA COUNTY MINNESOTA �'� SEC 03 T 30 N R 24 W Walter J.��o��,�� . No. 14889 � � DATE T� �oe No. UL TE/G EHG/HEER$, /HC. 0.3-6348 5201 EAST R/VER ROAD SU/TE 308 DATE M/NNEAPOL/S, M/NNESOTA 55421 "`��G °"� �2�0 7��3 PHONE (7631 571-2500 FAX (7631 571-1168 www.Wte/g.com O 20 40 60 pROPOSED GARAGE DIMENSIONS Scale: 1 Inch = 20 Feet 29•00 g � EWD — EXISTING WOOD DECK N � N 5.00 a 24.00 0 ,� ,� � r' �`�� 0�� 100.0 �ti'�' �ry,�� _ �?, w / � ''�� ?� -� <� �� i�� '� � `\ , / '�� I � ��\ � i \ �� \� 822.� ��_i , % 82 .4 �� /� � �� N �� `�� / �/ N � i � �\ /�� 9 � � � � 0 ��i \� o/ � � a��--�� i.. I X 821.8 ' � ri h' �i±••� •g2 � • � 1 �� roN ry - i 1 �" — — � _�` \� � . � � —�B22.0— � _ � — � � �.� i i �, ��:� � �� ` ' x 874.2 � i � . , i i � �� SETBA K d ' i � v � � 10 . N ; i � ,� x 824.5 '�10 �� LINES � i ^ .tie�• ,yh � �\ I � "� � ----- � 0� x 823.3 i I ' °O 25.2 9.1 � �� 821.9 � I � 822.9 O i x 821.8 �� i--�� i � � / �\ i � i � W ^ �j \ I r � p'�/ I � Q W �f � � �a 2 � Q G � EXISIING � • ' � � 2 � a ��. � � � ti � �n ' STUCCO i � � � � '� 59.9 ' � ^7 HOUSE M ; I' ; � ', � x821.8 � x8Y2.8 � i � I x 21.9 ��? j � � � � i � I � r � � �23.3 � i N � � i �� °� � � ' o �� ` . I `I ' . ' . . ' . . � � 1 \ � � \\ _ , � — -i . � _ �p��,� j \� \� es'sy I I � � 1� � � i �� 22.3 ��0.0\�� \i x 822.8 � \�` \� � r � ' B21 J � O.� �\ I� � � � i r i Q i ZZo�� x 821J � 22,2 Z'.�.'. � W � � i i • p � �w. �Nc� � � i � � � i \ . . . .�.�. . N�I � I / � Lf) � � . . �.�'. . 0 1 9p\ M \ � / �� m,� 0 1 o L�j � � i � 1 �`\ N �I i i � �>g��. . . . . � t\ � ao,. . . �\ . �, _ I � 1 0 _ ry�p \ . -- � . . . . . . � ____ _ � ��ay. �821.OQ, __- � 821:6 `82i.�----- O N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .p. . . . BI.TI}MINOUS cu. . . . . FA�EMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o --` . . . . �. ^ ELY STREET N . . .'. . ' C�1 . . . . Description of Property: Table of Floor Elevations Lots 5, 6, 7, and 8, Block U, RIVER VIEW HEIGHTS, House Highest Floor — 826.94 Anoka County, Minnesota. House Lowest Floor — 824.93 Garage Floor — 822.9 Pro,perty Address: Proposed Garage Floor — 822.9 635 ELY ST NE FRIDLEY MN 55432 REVISED 02/28/03 C E R T I F I C AT E 0 F S U R VE Y F 0 R: REPORT WASRPR P RED BYI ME OR UNDER M��DIRECT MIKE MALONE PROPERTY SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDE THE LAWS OF THE STATE OF MIN SOT � AN OKA COU N TY, M I N N ESOTA Wa�te �. Gre �y LIC. N0. 14889 SEC 03, T 30 N, R 24 W oA� � �> � M , PLANNING COMMISSION MEETING,MAY 7,2003 PAGE I6 6. An 8-foot screening fence shall be � stalled on the west, north and east perimeters of the site and shall b properly maintained. 7. A storm pond maintenance agr ement shail be filed with the City prior to commencement of operation. 8. Drive aisle to be paved and oncrete curbing installed as indicated on site pian. 9. Crushing of limestone shal e prohibited. 10. Water service and use s II be through a permanently installed water meter. 11. The petitioner shall obt n an NPDES industrial discharge permit or certify a condition of no expos e from the Minnesota Pollution Control Agency. 12. All State and City re lations shall be met for noise, dust and air quality. 13. Noise levels shall n t exceed 80 decibels at the property line. 14. Truck traffic shall e routed on 81 St Avenue to and from University Avenue. 15. Site to be w�tere as needed to keep dust down. 16. Ali loads to be atered when leaving the site and streets to be cleaned daily if necessary. 17. Special use rmit shall be reviewed in one year to ensure compatibility. UPON A VOICE VOTE, �VAGE, JOHNS, KUECHLE, AND DUNHAM VOTING AYE,. SABA AND KONDRICK VOTI G NAY, CHAIRPERSON SAVAGE DECLARED THE MOTION CARRIED. Mr. Hickok stated th public hearing notification process involves notifying people within 350 feet of the bounda of the property. If anyone feels he or she has been somehow erroneously forgotten, it is bec use they were outside that boundary of 350 feet. The City also publishes the public hearing n ice in the Focus News, the official paper for the Ciry of Fridley. So, if there is another public aring, it will be published in the Focus IVews. 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 MOTION by Mr. Kondrick, seconded by Mr. Oquist, to open the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON SAVAGE DECLARED THE MOTlON CARRIED AND THE PUBLIC HEARING OPENED AT 9:10 P.M. Ms. Stromberg stated the petitioner's home is located in the CRP-2 Flood Fringe District, and no structures or buildings can be constructed in that district without a special use permit. The property is zoned R-1 Single Family as are all surrounding properties. The existing home and garage were constructed prior to 1949. The petitioner received a special use permit in 1984 to allow for the construction of a 16 x 22 foot addition to this home. The existing home is 1,028 square feet. The existing garage is 250 square feet. The proposed garage is 761 square feet and will replace the existing garage. Ms. Stromberg stated 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 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 is uninhabitable space . � PIANNING COMMISSION MEETING,MAY 7,2003 PAGE 15 a good idea to have a pubiic hearing in a year; however, if they are going to o it for this business, they should probably do it for others. . Mr. Saba stated the reason he is so strongly in favor of a public hearin n this issue is because of the serious health issues, contamination issues, and detrimentai iss es to not only the Springbrook Nature Center but the surrounding homes. He doesn't ink they are setting a precedent at all because this is a special situation, and they don't h ve a lot of data on this in the City. He couldn't vote in favor of approval unless they can ad a stipulation for the public hearing. Ms. Johns stated that because of the zoning of the property, e feels that they owe the petitioner a chance although she also has some definite con erns. She lives a little further away from this, and she didn't know if she was going to fe the ground pounding and the noise from it, but she lives about 1,200 feet from the railroad tr k and she can hear the train go by at any time, windows closed or open. She certainly doesn' envy anybody living in the neighborhood, but she would suggest to the people in e neighborhood that if they do have any concerns, they need to call the City. As far as the p lic hearing, she thinks it is a good idea to have it if are some concerns from the neighborhoo . She does agree with the pH levels in the creek and she thinks that should be considered a checked into prior to this operation starting. She is concerned about the proximity to the Nat e Center and the park on the other side of the railroad tracks. Mr. Dunham stated he agreed with Mr. Kue le. There are mechanisms there now, staff has recommended this and looked at a lot, list ed to Springbrook, and he would vote in favor of the special use permit. Mr. Hickok stated the Commission co send the recommendation to Council with stipulations as is with a recommendation that the ouncil also consider a public hearing, or they could alter a stipulation that requires that it co s back in a year that they would like that to be a public hearing. Mr. Kondrick stated the Council ill get a copy of these minutes and know that he and Mr. Saba are in favor of a public hearing. Mr. Kuechle stated it was al important for the Council to know that it wasn't unanimous to add the stipulation for the publi hearing. MOTION by Mr. Kuechle seconded by Mr. Dunham, to recommend to City Council approval of Special Use Permit, SP 03-07, by R. J. Construction with the following stipulations: 1. The h rs and days of the rock crushing operation shall be limited to 7 a.m. to 7 p.m , Monday through Saturday. 2. Crus ing shall occur 72 days a year, with not more than 36 days being during the mo ths of May through September. 3. E h year the petitioner shall provide the City with a tentative calendar in which t weeks of crushing will occur. A one-week notification is required to modify t e calendar. 4. he maximum height of all stockpiles shall not exceed 15 feet. 5. The final landscape and screening plan shall meet code requirements and be reviewed and approved by City staff prior to commencement of operation. .� PLANNING COMMISSION MEETING,MAY 7,2003 PAGE 17 which is non-living space. The foundation, footing, and garage siab 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 located at 824.3 feet elevation, and the wood garage structure will start above the 824.3-foot elevation. Ms. Stromberg stated the proposed garage 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 affects to neighboring property owners. City staff recommends approval of the special use permit with stipulations as structures that are not elevated on fill are a permitted special use in the flood fringe district provided that all Federal and State flood proofing regulations and standards are met. Staff recommends that if a special use permit is granted, the following stipulations be attached: 1. The petitioner shall obtain all necessary permits prior to construction. 2. The structure shall not be used for a home occupation or living area. 3. The 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 for elevation at 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. Mr. Kondrick asked if the City has heard from any of the neighbors. Ms. Stromberg replied, no, they have not heard from any of the neighbors. Ms. Savage asked Mr. Malone if he had any problem with any of the stipulations. Mr. Michael Malone, the petitioner, stated he did not. He just had a question regarding Stipulation No. 5. He asked if that meant he needed to get another elevation survey done. Mr. Hickok stated, yes, what this does is verify that the floor is exactly where it is supposed to be elevation-wise on the site. The current survey shows existing elevations and gives benchmarks. Mr. Malone stated his plan was to take the existing siding off the house and redo the siding, since it is going to be attached to the garage, so the whole garage and the house would all match. Mr. Kondrick asked how long that would take. Mr. Malone stated he will re-side as soon as the garage is done. Everything will be done at the same time. He is still waiting for the cement guy and the excavation crew. Ms. Johns asked if his house was stucco. . �� PLANNING COMMISSION MEETING, MAY 7,2003 PAGE l8 Mr. Malone replied, no, the front is stucco and the back is all redwood siding. They are going to �eplace it all with a vinyl siding that matches the stucco color so the whole house looks to be as one. MOTION by Mr. Saba, seconded by Mr. Oquist, to close the public hearing. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON SAVAGE DECLARED THE MOTION CARRIED AND THE PUBLIC HEARING CLOSED AT 9:20 P.M. MOTION by Mr. Kondrick, seconded by Mr. Saba, to recommend to City Council approvai of Special Use Permit, SP #03-08, by Michael Malone with the following stipulations: 1. The petitioner shali obtain all necessary permits prior to construction. 2. The structure shall not be used for a home occupation or living area. 3. The total square footage of ail 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 for elevation at 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. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON SAVAGE DECLARED THE MOTION CARRIED UNANIMOUSLY. 3. PUBLI HEARING Conside tion of a Special Use Permit, SP #03-09, by Michael Wojcik, to construct a second ac essory structure (garage), generally located at 109 — 76ih way NE MOTION by Mr. Kon ick, seconded by Mr. Kuechle, to open the public hearing. UPON A VOICE VOTE, L VOTING AYE, CHAIRPERSON SAVAGE DECLARED THE MOTION CARRIED AND E PUBLIC HEARING OPENED AT 9:21 P.M. Ms. Stromberg stated the petit ner is requesting a special use permit ta allow the construction of a 600 square foot second acc ssory structure in the southeast corner of his double frontage prope�ty which is located at 109 — 6th Way. The building will be used to store recreatianal vehicles and equipment such as 4- eelers, snowmobiles, and lawn equipment. Ms. Stromberg stated the property is z ed R-1, Single Family, as are all surrounding properties. It is located at the end of 76 Way on a cul-de-sac. East River Road borders tl�� property on the eastern side; therefore, it i a double frontage property and properties with double frontages on both sides need to mee front yard setback requirements for garages and accessory structures located in their rear yard Ms. Stromberg stated the petitioner has applied fo variance to locate the accessor,r structure 12 feet from the eastern property line instead of the r uired 25 feet, and this variance will be heard by the Appeals Commission on May 14. City Co requires a special use permit to allow � AGENDA ITEM CITY COUNCIL MEETING OF MAY 19, 2003 CffY OF FRIDLEY Date: May 9, 2003 To: William Burns, City Manager ,�� From: Scott Hickok, Community Development Director Paul Bolin, Planning Coordinator Stacy Stromberg, Planner Subject: Special Use Permit Request, SP#03-08, Michael Malone M-03-62 INTRODUCTION 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 first obtaining a special use permit. The proposed structure must be and is designed and certified by a registered engineer as being in compliance with applicable building codes, including federal standards for flooding. PLANNING COMMISSION RECOMMENDATION At the May 7, 2003, Planning Commission meeting, a public hearing was held for SP#03- 08. After a brief discussion, the Planning Commission recommended approval of special use permit, SP#03-08, with the stipulations as presented. THE MOTION CARRIED UNANIMOUSLY. PLANNING STAFF RECOMMNEDATION City Staff recommends concurrence with the Planning Commission. STIPULATIONS 1. Petitioner shall obtain all necessary permits prior to construction. 2. The structure shall not be used for a home occupation or living area. 3. Total square footage of all accessory structures must not exceed 1,400 square feet. 4. Garage shall be architecturally compatible with existing home and finished with a 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 elevation is 822.9 feet. 6. The petitioner shall flood-proof that garage in accordance with current Federal and State flood-proofing requirements to a minimum of the 100-year flood elevation. 23 � R i _ _ CITYOF FRiDLEY FRIDLEY MUNICIPAL CENTER•6431 UNIVERSITY AVE. N.E.FRIDLEY, MN 55432 •(763)-571-3450•FAX(763)571-1287 CITY COUNCIL ACTION TAKEN NOTICE Michael Malone 635 Ely Street Fri�I�o� .M„N 5F432 Dear Mr. Malone: On Monday, May 19, 2003, the Fridley City Council officially approved your request for a Special Use Permit, SP #03-08, to build 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 in fill, legally described as Lots 5-8, Block U, Riverview Heights, generally located at 635 Ely Street. Approval of this special use permit is contingent upon the following stipulations: 1. Petitioner shall obtain all necessary permits prior to construction. 2. The structure shall not be used for a home occupation or living area. 3. Total square footage of all accessory structures must not exceed 1,400 square feet. 4. Garage shall be architecturally compatible with existing home and finished with a 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 elevation is 822.9 feet. 6. The petitioner shall flood-proof that garage in accordance with current Federal and State flood-proofing requirements to a minimum of the 100-year flood elevation. You have one year from the date of�;ity Council action to initiate construction. it you cannot begin construction in time, you must submit a letter requesting an extension at least three weeks prior to the expiration date. If you have any questions regarding the above action, please call me at 763-572-3590. Sincer I , �' :� �, , . �(,'_.. , S t Hickok ommunity Development Director SH/jt cc: Special Use Permit File Address File Mary Hintz R � Action Taken Letter-Malone Page 2 May 22, 2003 Please review the above, sign the statement below and return one copy to the City of Fridley Planning Department by June 2, 2003. �� -� _l� Y�, r ' en. C-03-68