AF-SP - 41625�
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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
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MALONE RESIDENCE
635 ELY STREET NE�
FRIDLEY, MN
for MIKE MALONE �
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5201 Enst Rlver Road SWte
Minneapol�s, MN 55421
Phone 763-571-2500 Fax
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NEW
ADDN
ALTER
[] CITY OF FRIDLEY Effeetive 1/1/2003
[] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp
[] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax
BUILDING PERMIT APPLICATION
Construction Addre
Legal Description:
Owner Name & Address: 1+�.�r�ei �� I�(,q.�o�e��.33 ��� S�Nz Tel. #�l' 3� � 2�/�
Contractor. � MN LICENSE #
Address: Tel. #
. .
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
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Scale: 1 Inch = 20 Feet
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SO/TE 308 C��
A�➢AfNEAPOUS, A�/N/YESOTA 5642f
PHOA/E f7631 67f-2600
FAX f7631 67�ff68 www.u/te/gcom
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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.