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AF-SP - 41625� _ . _ _. . Cl l I �F FRIDLE.Y FRIDLEY MUNICIPAL CENTER • 6•i31 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(763) 571-3450 • FAX (763) 571-1287 CITY COUNCIL ACTION TAKEN NOTICE Michael Malone 635 Ely Street Fridley, MN 55432 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 Flaod Fringe District. Permit is specfically 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 Stree� 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 City Cour�cil action to initiate construction. If 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. nity Development Director SH/jt cc: Special Use Permit FiIE Address File Mary Hintr � � 1. MAXIMUM WALL LENGTH ALL�WED WITHOUT A CONTROL JDINT IS 50 FEET, 2. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT, BRACE AS REGIUIRED. 3, DRAIN TILE, DAMPPROOFING AND/OR WATERPRODFING, AND INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 4, MEAN ANNUAL FLOOD LEVEL IS AT ELEVATION 823,z5 FEET. TOP OF MASONRY FOUNDATION WALL MUST BE A MINIMUM OF 12" ABOVE THIS ELEVATION. ALL MASONRY FOUNDATION WALLS TO BE GROUTED SDLID, WODD FRAME WALL BY OTHERS 8" THICK MASONRY WALL GROUTED SOLID � "�.�� ���' �%�%r�` �—•_ DRIVE WAY SLOPE GRADE AWAY FR�M FDUNDATION - — � � 4c 12" THICK - MASONRY WALL GROUTED S�LID 8" DEEP x 20" WIDE a . STRIP FOOTING w/ . , e . . (2) �5 CONTINUOUS HDRIZONTAL BARS � 1/z "s8 x 16" LONG �ANCHOR BOLTS w/ 1> NUT & HEAVY DUTY WASHER OR SIMPS�N MAB15 2 72" O,C. OR APPROVED E�UAL TREATED 2 x 4 MIN, SILL PLATE �4 VERTICAL BARS 2 48" �.C. CENTERED IN WALL ELEV, = 824,3' 4" PVC OPENING w/ SCREENS AT EACH END @ 36" O,C. SEAL AROUND PVC AS REQ'D •SEE S4_FOR SLAB ELEV, = 822.9' CUSHION �4 x 2'-0" DOWELS @ 46" O,C, PROVIDE MINIMUM OF 42" FROST COVER TO FOOTING BOTTOM �. ��GARAGE WALL SECTION MASONRY OPTION MALONE RESIDENCE ��� N� ENGINEERS INC� 03-6448 635 ELY STREET NE o�e'� F R I D L E Y, M N TF1 5201 Enst Rlver Road SWte f or MIKE MALONE ��Drn _�.., a�eo P�c�_� N��5 �zi �.,. t � -�., � , d • S-4B 02/20/03 � GENERAL NOTES CONTINUED LOADINGS SNOW LOAD = FLOOR LOAD = WIND LOAD = 35 PSF 50 PSF 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 200� FILL PLACEMENT REMOVE AND REPLACE ALL UNSUITABLE MATERIAL BELOW ALL SLABS ON GRADE AND FOOTINGS, INCLUDtNG OVERSIZING, AS REQUIRED. ALL FILL TO BE ENGINEERED GRANULAR MATERIAL MEETING STANDARD PROCTER DENSITY (ASTM D698). FILL TO BE PLACED COMPACTED IN LIFTS NOT TO EXCEED ONE FOOT IN HEIGHT. �G� � G ;�� �.P/ PLUMBING � i�v -� DRAINS AND SUMPS, AS REQUIRED, ARE TO BE DESIGNED AND SIZED SECTION 1302 BY A LISCENSED PLUMBER. � MALONE RESIDENCE 635 ELY STREET NE FRIDLEY; MN f or MIKE MALONE � ENGINEERS INC. 5�01 East River Rond Sutte Minneapolls, MN 55421 ,Rhone 763-571-2500 Fa� .� - � � � 95% AN D PER S - 2 2/20/03 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 GARAGE SPACE WILL BE CLASSIFIED FLOOD WATER) 4 AS W4 (FLOODED WITH IN ACCORDANCE WITH SECTION 402.2, THE GARAGE SPACE AND HOUSE STRUCTURE ARE TO HAVE A BARRIER MEETING THE REQUIREMENTS OF 'iHE 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 1HAT THIS PIAN, SPECIFlCA110N, OR REPORT WAS PREPARED BY ME OR UNDER MY OIRECT SUPERVISION AND iHAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF iHE STATE OF MINNESOTA on� 02/ 0/0 No. 4 41 alg L. Oswell � MALDNE RESIDENCE 635 ELY STREET NE FRIDLEY, MN for MIKE MALONE - - - � - ENGINEERS INC, A 5201 East Rlver Road SWte er Minneapolis, MN 55421 Phone 763-571-2500 Fn� ..- , . �, _ ,� S - 1 02/20/03 � tO � V OI N A 4/ N � O V OI N A 4/ N O I i ' � ' ' • t'.. ... . �. �. . ;; �; ,' � � i ,� ;;; .1,� . . . . � ,� ; i '; � � � �,i ;�, ��j � � i.,_ ;.� i � ; i � �e � i ,,;i,;, ii I; ; ,;j,�; j� i� li�;; ;. . � � � f � C =R `I i ,� �'; , � � �� � ij � � t i ;` � , ._ . , ,;-. .. ,..� - , --t �-, i. i� � ; ,u �� . .,�-�»a � �, ,: �,;- .; r, ; , �J -�;- , ;�� 1, i . ._i�N� ���� � o � . �.i ; �� �; �� � .i � � i 1 I i . ,., � ;�,,, ��� ; I .,_.._.�_ .... i.__ .�. � _�_.. . �. _� , _i. � . � ( . ,l..m .i... .,..; .I. � N 0 � ; � �� i 1 � i I 1 � � � � �. I I , � i 1 i i� I I�� i;, � il '� ll iI ;�.+, 1,`:� �� � � , i i , 1_ . l ! � �..' . .I � � �..� _l _!.. � .1. � ' ' � i i i i I . s i i � � � I. �{, � I.. � j� � I 1_� j i�.� i � I i � j. 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J o � � �� - 0 � � � 4' CDNCRETE SLAB � � °� SL�PE GARAGE SLAB PER CODE TO DRAINS �1 - V ° � � N ROOF TRUSSES ABDVE - , o � � � � N `�9 � I �� ♦ �0 �� FLOOR DRAIN t� 3 'o DRAIN TO DAYLIGHT a` OR SUMP, TYP, � �� 4�_p�� 3�_��� 4�_9�� 3�_��� 4,_6„ 3�_��� 4� PLAN NOT T E MALONE RESIDENCE 635 ELY STREET NE� FRIDLEY, MN for MIKE MALONE � ENGINEERS INC, 5201 Enst Rlver Road SWte Minneapol�s, MN 55421 Phone 763-571-2500 Fax . , 02/2@/03 S-3 02/20/03 - -�' � Nr001 C�1 OI 1� lO i Oi1M17P11 Hai � heo iN�iir� W� . � �010 � �NNNr~.e i �%.�ici p ,.,. i�o�eo�w ��� i e a w.�i.�i � Aai N�i r�i 1�„ i � o qp 1 1 nLOlr 1 OO� � C'100rC M.~M,1 �I 1 �w�r p M 1 1 1 1�� ON�O 4 MZh��O� ��0101�'�yo:,.�i0�� ~ Co r�i epMYNa7� K MOO�I +1 1 .aaaaao .�ioeea �� � .�.° U......�.. 1 N CNtlp•,�[i �pl M .0,1� vp e �i�01�O�Ig p Yb.�i • oa va.�N(1Uew a�� •.� �+ oa+oN14� 1 1� li �M� a\M� m F °��" aaaa�a��i '"a o ooa� i eur�� .N.� i x w w� Y M Y M 1 1 1 C 1 OO����O.IrI l M�, wwr+r. 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LNING AREA. GARAGE AREA: DECK AREA: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length Width Height Sq. Ft. Length �_ Width �Z9 � Height f'y � Sq. Ft. ` Length Width Hgt/Ground Sq. Ft. OTHER: � ��,Q /�v ��� � �� Construction Type: � oa� 1�=ra.�e � oJ Est�mated Cost: � /�o 000 � o0 Driveway Curb Cut �dth Needed: Ft. + 6 Ft = Ft x$ _$ DATE: � 0 3 APPLICA . � Tel. #��3-�8� ��/9 Call (763) 572-3604 for Permit Fees if mailing in applicati n. Fax to 763-571-1287 if using credit card and we will call you for card number. Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge TOTAL $ � � � $ f , $ •� $ $ $ $ $ $ $ �`� n�% CITY USE ONLY - Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1275 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ j Not Necessary [] ��r�rl : .. BUII..DING PERMIT FEE SCHEDULE The Cluef Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $5� $501 to $2,000 $2,001 to $25,�0 ., $25,001 to $SO,OW $50,�1 to $100,000 $100,001 to $500,00(? � $500,�1 to $1,000,000 $1,Q00,001 and up FEES $23.50 $23.50 for first $500 plus $3.05 for each additional $100 or fiaction thereof, to and including $2,(�0 $69.25 for first $2,OQ0 plus $14.� for each additional$1,�0 or fraction thereof, to and including $25,000 ' $391.25 for first $25,000 plus $10.10 for eac�h additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,(�0 or fraction thereof, to and including $1Q0,000 $993.75 for first $100,000 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1,000 or fraction thereof CURB CUT ESCROW (Concrete C�rb Streets Only) Removal and replacement of curb and gutter only - driveway width plus 6 feet, times the annually determined rate. Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the.proposed structure and of the construction site. VERIFICATION OF FOUNDATION A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. New Houses Onlv JOB NO. 03-6348 DATE 02/07/03 �� ����� ��� . . Scale: 1 Inch = 20 Feet EWD — EXISTING WOOD DECK l 00.OQ mryv� 1 `` � I � ` I � � ` � {' 8220 � z 4 N `I�� . � ''i i I '/ : azf.ef, — — --s-arza— —��l"— i i I, � i i � . SETBA K � ' ��`� UNES � � � � � n 1 I � 1 � �.9 � B„e � �� Ix ez�.e �� � � w O 822 ; Q��Q � � � � G I., � ._... 59.9 �i x 821.8 i I x .8 '. ��. I � w�3.3 i 70 � .....'.','.�.' —I— — _ E ..����'�'.�.�.'.'�'. . � � � � �.'.'� . . . , 82f.7 � �. MyvpO��' I % 621J �� Q�Z a��� � o � i�i. . o � M � � �• • m0' - -e� �° 1 ► :�i;� ��� i J � ����'-' UL TE/G ENG/NEERS, /NC. 6201 EAST R/VER ROAD SO/TE 308 C�� A�➢AfNEAPOUS, A�/N/YESOTA 5642f PHOA/E f7631 67f-2600 FAX f7631 67�ff68 www.u/te/gcom �ti 0�' i � i ! I ri ,i N '� i _ �nnu- - - � �� � : i _ '�```i i'~I ,a�4.2 i � � �,� x 824.8 L' "'10 � `� L .' � �i i - � I 0� i �25.�.9.� % e2.�i.3 I DQSTING SiUCCO HOUSE a�osm c�ac,� ouras�aa�s �.� � � 8.� 24 � a � .-- � i i `�` I 1 m I N i � � � i � i i � � �i i i i � � � z BY2.B � �I 1 � � i i m � 1� i � � � p � � 10�� i �� 1� � � � � � r a22e � �` J.0 � s � � i �� i t � � i � � i i � i i ?pp� M , � � �` 1` �`` N �,' ; i' �� � _; _ =� ______�___ 0" 9 M s� �.a � �824.8-----'- ...................................................................................... . .."'__. �.................................. .. �� . . . . . . . . . . . . . . . . ' . 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P./�YEMff�1T..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.•.'.'.'.'.'.'..'.'.'.•.':.'.'.' — '.'.'.'._.'.'�_.'.-..' — =.:...--_,,-._,•,,:,_,, • ''''''.'_•.'''''''''.•''•' ...._..______ ....... •.'.'.'. . .'.'.'. .'.'. .'.'. . . .'. .•.'.'.'.'.'.'.'. .'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . . . . .. .. . . . . . . . . . . . . . . . . .. . .•.'.'.'.�.'.'.'. .'.'.'.'.'.'.'.• :� � � � �E L.Y:.:. $:T R:E:��T: :::::�:�::�:�::::�: ::� ::::::: ::::: : : :: ::::::::::: � .......�.�...:�. ....�... . . . . . . . . . . . . . .'. . . . . . . . . . . . .'.'. •. .'. . . . . . . . . . . . . . .'. •. . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. . . . . . •: . . . . . •. . . . . . . •.'. . . . •. . . . . . . . . . . . . . . . . . . . . . . •. . . : . . . . •. �. . : .'. . . .'. o ..... �..... � Aescription of Pro ert Lots 5, 6, 7, and 8, Block U, RIVER VIEW HEIGHTS, Anoka County, Minnesota. Pro�erty Address• 635 ELY ST NE FRIDLEY MN 55432 CERTIFICATE OF SURVEY FOR: MIKE MALONE PROPERTY ANOKA COUNTY, MINNESOTA SEC 03, T 30 N, R 24 W Table of Floor Elevations House Highest Floor — 826.94 House Lowest Floor — 824.93 Garoge Floor — 822.g Proposed Garage Floor — 822.g REVISED 02/28/03 I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF DATE N0.