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PRE 2010 DOCSCRY of Fr 4�ley �1i a�icT Permit No . OrJ AT TK TOP QF !PLUMBING PERMIT APPLICATION 61 tu------- i C0104VNITY OEVELOPUENT CIV. PAQTECTIY% C CTI" 9ZIRT, i CITY HALL FAICL&Y 000$ Pa�V. ®ATE PACE W APPROI 0 BY , 61$-900-343®H1 C)!- 1 SA 1 0 2 15 3 1 1 800 Job Address ner Ad ress Phone /` vim" n �J� Q o� ( ,/ / Cont-actor Address Phone Ki d of Buil ing oe Use ampl ion ate -- 61 Estimated Cost Plumbing Fixture Rates: NO. RATE TOTAL F J I I I I Number Fixturesx $2.00 ----La'-- Future Fixtures x $1.50 398tl'J I New Fixture-Old Open. x $1.50 ® "Iddtl I I I I- Catch Basin x $3.25 BY9I X,j Ij Water Heater-99,000 BTU x $3.00 Ground Run Old Bldg. x $3.25 baa I II MNIVUI I I I 1 I III Elec. Water Heater x $2.00 SNISYS � W rk w�tYo I I j t w Gas Fitting Fees: l D�n r0 IOdBda 1st 3 Fixtures0a x $2.00 oz O G:a sNBtaH3Nno/NtAlnaYGiotlHa II I( (I Additional FixtuiO res x $ .75 !!�I II bp ;a ts Gas Range-199,000 BTU x $5.00 'U SAtl211I I It1iR Wq HSVM I I+ I o o Repairs & Alterations See BHNIs! I I U Description: Code �, State Surcharge .50 SNISVBI �, I I In TOTAL FEE $ 2Z S� 68ni1 I �I I I H1YB The undersigned hereby makes application for a permit S,Y"Ian` I i i for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling S i a31 —YM I q�� IV -1 1• I U of the Department of Buildings, and hereby declare that all the f and representations stated in this aapplica are true and correct. -Signature D to AppOcutbo ftr nAj, Venfikilion, Ro ob'a! and Air CondMoninD Symm and Dovkn PARTIAL RATE SCHEDULE GRA9!TY WARM AIR: RATE TOTAL. Furnace Shell & Duct Work $10.00 ' - —4.0 Replacement of Furnace 6.00 $ Repairs & Alterations --up to $500.00 6.00 8_ _- __ - Repaim & Alterations each add. $500.00 3 W $— MECIL WARM AIR Furnace Shell & Duct Work to 120,000 BTU eaeh add. 80,000 BTU ......... Replacement of Furnace Repairs & Alterations -up to $M.00 Repairs & Alterations each add. 0W.00 STEAM at HOT WATER SYSTEM ..$10.00 f- 3.00 ; 6.00 3- 6.00 3 _ 3.00 _ Furnace Shell & Lines -to 400 sq. ft. F.DR Steam $10.00 $ Furnace She)] & Line -to 640 sq. ft. EDR Hot Water 10.00 Each add. 200 sq. ft. EDR Steam ann.-- Each add. 320 sq. ft. EDR Hot Water 3.00 OIL BURNER -to 3 gal. per hour 6.00 over 3 gal. per hour --See Fee Schedule GAS BURNER (up to M,= BTU) 6.00 $ 3 r over 199,000 BTU See Fee Schedule GAS FrMNG FEES: NO RATE TOTAL 1st 3 Fixtures x3 zoo Additional Fixtures x .75 GasRangeRange to 199,W s3 6.ft i AIR G 3 FAN EMLTING STSTM See Fee schedois STSTM AL.TEAJITIOM & REFAM TOTAL ru 3 Dept. of Bldgs. Phone WD -3490 City of Fridley: The undersigned hereby makes application for a permit for the work herew specified, agreeing to do all work in strict accordance with the City Orditnances and ruling of the Department of Buildings, and hereby declares that all the fade and representations stated in this application are true and Correct. Fridley, Minn�a�-,_ Ivner % Kind of Building Used as - -- - -- • — - To be completed about �y � Estimated Cott, $ - - -/ e� ®_��.---`. New Building Permit No. _- Permit No. DZSCRUMON OF WORK HEATLNG or POWER PLANTS -Steam, Hot Water, Warm Air -No Trade Name sin M'221—.2 0 Capacity //- f __ Sq. Ft. E.D.R BTU XP Total Connected LoadBFod of Ftut BURNER - Ttade Name - Size No Capacity sq. Ft. Emit BTO jw Siasaa.<f ��� BY - Btwjm� Phoria tie 1',1-1 / — 4 2 City of Fridley AT THE TOP OF THE TWINS SUBJECT BUILDING PERMIT ®123'75 r ` 1 U. COMMUNITY DEVELOPMENT DIV. r 1 PROTECTIVE INSPECTION SEC. 1 i � R IPT ? ��.71J:91 NUMBER 910-F15 REV. DATE 10/29/73 PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 612-560-3450 JOB ADDRESS 1.298 52nd Avenue N.E. 1 LEGAL DESCR. LOT NO. 7 BLOCK 2 TRACT OR ADDITION SEE ATTACHED Marian Hills 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Hutton & Rowe Inc. 3958 - 10th Lane, Anoka 421-5780 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same -7-ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK $] NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBEWORK Construct a 631 x 261 Dwelling and a 221 x 2 Garage 9 CHANGE OF USE FROM TO STIPULATIONS Provide a hard surface driveway. Provide a verifying survey before capping. SEWER LOCATION: "Y" 119' West of Manhole "Y" Elev : 937.64 WATER LOCATION: 11' East of Sewer Top of Footing: 940.64 Minimum Inv. Of Manhole: 938.24 SEpERAT E PERMITS REQUIRED FOR WIRING, EATING, PLUMBING AND SIGNS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT Wood ZONING R-1 SQ. FT. CU. FT. 29,504 ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION I STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED. WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VALUATION $21,553 SURTAX 10.78 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON. - ST RU TIO THE PERFO E OF CONST CTION. PERMIT FEE $55.00 SAC CHARGE $275.00 - / PLAN CHECK FEE TOTAL FEE ��- �5-7 IGNATURE OF CONTRAC I OR AUTHORIZED AGENT IDATEI $340.78 WHEN PROPERLY VA IDAT D THIS -IS YOUR PERMIT 1 1� +'BLDG INSP DATE i SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE) E Applicant attach to this form Two Certificates of Survey of Lot and proposed buildixig location drawn on these Certificates. UESCRIPT10N OF BUILDING To Be Used As: r r Front: (/ 0 Depth: fr Height: Square Feet: /374) Cubic Feet: :• ", �Front • pig Depth • ` Height: Square Feet; ,L-' �v Cubic Feet: m'd Type of Construction: Estimated Cost: $ To Be Completed:�'� The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in sttict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that .i11 the facts and representations stated in this application are true and _ ,jrrL.c t . DATE: Z S� 7� S I C; NATURE : /yip (See Reverse Sidi or Additional Information.) APPLICATION FOR RLSIDENTIAL, ALTERATION, cam'' b OR r1i)lll'I'ION ISUILDING PERMIT CITY OF F R I DLLY , NI1 NNESOTA f _V� OWNER'S NAME: BUILDER: � ADDRESS: ADDRESS: 130 X29 4>i-. NO s T STREET: y TOOT: � -BLOCK: ADDITION: CORNER LOT: INSIDE LOT:_KSETBACK: SIDEYARD: Applicant attach to this form Two Certificates of Survey of Lot and proposed buildixig location drawn on these Certificates. UESCRIPT10N OF BUILDING To Be Used As: r r Front: (/ 0 Depth: fr Height: Square Feet: /374) Cubic Feet: :• ", �Front • pig Depth • ` Height: Square Feet; ,L-' �v Cubic Feet: m'd Type of Construction: Estimated Cost: $ To Be Completed:�'� The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in sttict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that .i11 the facts and representations stated in this application are true and _ ,jrrL.c t . DATE: Z S� 7� S I C; NATURE : /yip (See Reverse Sidi or Additional Information.) 560-3450 city 4,7,;. ANOKA COUNTY 6431 UNIVERSITY AVENUE NE March 25, 1974 FRIDLEY, MINNESOTA 55421 Hutton & Rowe, Inc. 3958 - 10th Lane Anoka, Minnesota Re: Verification Survey Dear Sirs: According to our records, your home being built at 1298 -52nd Avenue N.E. on Lot 7, Block 2 , Marian Hills 2nd Addn. has not been resurveyed since your foundation was completed. If you have a copy of this required survey in your file, will you please forward a copy to us. If you have not yet had the survey made, please -let this be a reminder to you that these verification surveys are a City requirement and that they are essential to meeting the City Code. We hope that this matter can be taken care of within the next 15 days so that more drastic steps will not have to be taken.to gain compliance. If you have any questions, please feel free to call me. Sincerely, - SHA at1~L G. CLARK Community Development Adm. DGC/mh CITY OF FRIDLEY APPLICATION FOR POWeR PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL Furnace Shell & Duct Work $12.00 $ Replacement of Furnace 7.00 $ Repairs & Alterations -up to $500.00 7.00 $ Repairs & Alterations each add. $500.00 4.00 $ MECHANICAL WARM AIR: Furnace Shell & Duct Work to 100,000 BTU $12;x0 $ each add. 50,000 BTU 4.00 $ Replacement of Furnace 7.00 $ Repair Alterations up to $500.00 7.00 $� Repairs & Alterations each add. $500.00 4.00 $ STEAM OR HOT WATER SYSTEM: Boiler & Lines up to 100,000 BTU '12.00 $ each addn. 50,000 BTU 4.00 $ Boiler only up to 100,000 BTU 7.00 $ each addn. 50,000 BTU ;6.00 $ OIL BURNER- to 3 gal. per hour io.00 $ each add. 3 gal. per hour .0.00 $ GAS BURNER- from 100,000 BTU to 199,999 BTU '10.00 $ (over 199,999 BTU see Fee Schedule) $ GAS FITTING FEES: 1st 3 Fixtures x .3.00 Additional Fixtures x '1.00 Gas Range to 199,000 BTU x '0.00 AIR CONDITIONING FAN HEATING SYSTEMS See Fee Schedule VENTILATING SYSTEMS ALTERATIONS & REPAIRS J State Surcharq TOTAL ROUGH INSP. REINSPECTION FEE Date ($10.00) FINAL INSP. Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY HEATING PERMIT IS $7.50 Job Address ZQ CIS -5-2 -1` Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. Fridley, Minn. %®^-19-7 OWNER ®^ -19 - OWNER J00fV - -`7 D 4�A y F KIND OF BUILDING �� © EX A ow y, USED AS �� �/L C TO BE COMPLETED ABOUT ESTIMATED COST OLD - NEW BUILDING PERMIT NO. PERMIT NO. Loa 3j DESCRIPTION OF FURNACE/BURNER EATINf or YOTWER PLANTS, Steam, Hot Water, 6rm A No. Trade Name Size No. Capacity • l✓ ®Q Sq Ft. EDR BTU HP Total Connected Load Kind of Fuel BURNER - Trade Name Size No. Capacity Sq. Ft. EDR BTU HP Company mi�a / /t'a Signed By (^/�3 Tel. No. 7a ` Z 5—;2 -7 - MINIMUM 2— Z S Engineering Sewer Water Parks Streets Maintenance MEMORANDUM TO: John G. Flora, Public Works Director PW92-046 Mark A. Winson, Ass't Public Works Director FROM: Jon Thompson, Estimator and Construction Inspector DATE: - February 19, 1992 SUBJECT:. Additional InformatiorvConcerning Problems with the 1992 Spring Thaw MISSISSIPPI RIVER The elevation of the top of the flood control dike on the Mississippi River West of Riverview Terrace near 79th Way is 824 feet above sea level. The top of the. road where the 60" CMP culvert goes under 79th Way between Broad and Riverview Terrace has an elevation of ± 818. Therefore the culvert will have to be sandbagged and.pumped, and the road built up- 6 feet'to keep water from flooding the homes in the surrounding area. In order to build a dike across 79th Way, 675 C.Y. of fill would be necessary. The dike would be 100 feet long, 6 feet high and 40 feet wide at the bottom and 20 feet wide at the top. It would protect the 67 homes listed on page 2. RICE CREEK The homes at 470, 480, 490, 567 and 573.Rice Creek Blvd, 6801 Channel Rd, and the home at 580 69th Ave NE seem to be built higher than the 100 year storm line, but their lots will have extensive flooding from the high water. See attached summation sheet and map. 52ND AVE NE The spring thaw could also affect the homes at 1280, 1298 and 1300 52nd Ave NE. These properties flood from extensive storm runoff and are potential candidates again this spring. February 19, 1992 Page 2 RIVERVIEW TERRACE 8053 Riverview Terrace 8215 Riverview Terrace 8041 Riverview Terrace 8241 Riverview Terrace 8031 Riverview Terrace 8151 Riverview Terrace 8021 Riverview Terrace 8181 Riverview Terrace 8001 Riverview Terrace 8191 Riverview Terrace 7995 Riverview Terrace 8141 Riverview Terrace 7965 Riverview Terrace 8125 Riverview Terrace 7941 Riverview Terrace 8121 Riverview Terrace 7921 Riverview Terrace 8065 Riverview Terrace 7901 Riverview Terrace 8095 Riverview Terrace BUFFALO STREET 581 Buffalo Street 641 Buffalo Street 611 Buffalo Street 600 Buffalo Street 621 Buffalo Street 630 Buffalo Street 631 Buffalo Street 541 Buffalo Street 639 Buffalo Street 560 Buffalo Street FAIRMONT 645 Fairmont 675 Fairmont 689 Fairmont 695 Fairmont ELY STREET 600 Ely Street 625 Ely Street 630 Ely Street 635 Ely Street 640 Ely Street 651 Ely Street 650 Ely Street 655 Ely Street 680 Ely Street 681 Ely Street 684 Ely Street Street DOVER STREET 625 Dover Street 610 Dover Street 631 Dover Street 620 Dover Street 641 Dover. Street 680 Dover Street 665 Dover Street 640 Dover Street 681 Dover Street 680 Dover Street 670 Dover Street CHERYL STREET. 609 Cheryl Street 661 Cheryl Street 615 Cheryl Street 600 Cheryl Street 657 Cheryl Street 630 Cheryl Street 641 Cheryl Street 640 Cheryl Street BROAD STREET 7899 Broad Street 7895 Broad Street February 20, 1992 Page 3 HOMES THREATENED* BY RICE CREEK IN FRIDLEY 470 RICE CREEK BLVD 824.74 823.00 480 RICE CREEK BLVD 824.74 823.00 490 RICE CREEK BLVD 837.50 829.00 580 69TH AVE UNKNOWN 831.00 567 RICE CREEK TERR 830.47 830.30 573 RICE CREEK TERR 831.27 830.27 6801 CHANNEL ROAD 852.70 852.50 21 N//4 CONNER-•2�Bs- �3Welt b 1 h 69TH AVE. N.E. ° � t - � 'a.: .. or• O i °w 1s /••R � R•�' iaH • �C` � � I ji� I 1 m ' $o °(�d�1-04 ``tet So �r/ Q, 3S� I I•t i 44 v Q t a CO 4 I S77 3 � ° 3110 y p. '� �. AN „1) �oodtrsrf °� •��� W u �¢ � s r w � � a � �`" Y� (� / a 1 i BbK?b w 7.d2 q l`l ¢ t In h P I 5 .5a i ] f yo of riy,i� ��`�•a�s tom/ Si 44A 141 .r \ J ,^ SB/•!/ • ! � • 0:� � A ll� �JO ` `��a7� , !1740 Nt r-ff9 �''o-aF�' .lftf �+ f r I \6° , �� •• S�' 1� k 4`/ ' �•"" 0� E e , � ¢ /�� r�fr ° � b*� `8 LIS � .fly° m `.- _. '' � � / ` ` _ , � `' �, � �• � 0 � J 101 \ �� 5( t• (� , 56816 I4\k�l \ \ / /��S) , � n 'trv._?Y s- rf�� �'�//�11��•' •;1 �".s . = J'-` �/G� `o � e. a° � ,� ,ybi � 1y �7 g�� v. 1, , , •,s ; � ebg°D 52 \ �J � o fir 6 �• �� �M1 - att 7 � i•+' •,N- "�2., 3I •� C\ ► . !��) 497,' °a��lea �y •,,d I•.x..,60 �,W �A8 ' �, ,a.� •P• 9� °� er,/ I.�a� /ti =,3s�J1� Ce +.�, � 9i°� r�iU� ' ,e. qej - - 333 3 +' ` ,Is- I, /�j�! � .+.'�s \ �.� �2 � I� � d� 10'0` •, � 9M9 T9T 0 1 q (�rol, , r � IA9� 5 s:,�•t� ��`' ��/$ (�$ tir`N a �e � oo. 64F ,411 0 4 :r 50/ 2N• a I ((Aa2IS... ^ js, Z 3`0 ..; ti 0 4J� ` - yS8 (1� rerroce I ° °* O a"' Pork c��ro z �� �� $ — (��� (� I �a�) 1 B09 y i 4735 64 44p hk 74) I 6-1101 a t C, ,., �. 434 h , 400 /� I%r e+ if n.• !s n ; �3) J �h a 4 \ C: iy i� / II r' v y�f s f11 d 6 LIN"?"o. x6.710. xa` = r zs F 4 � Y,,o' � o eo ea•••. so z o.9� '� /K) H> y It 415 n = � y„4 3> H= 2 I B 7 6 ,39I� �� �v 91�� o �y45 N61 y'ii y61 c,; tSOI • _ �; L' • J I 0 I - J: ` o sn B✓ o /o tr' i s "s 01 SUBJECT PER City of Fridley 113 91f AT THE TOP OF THE TWINS BUILDING PERMIT i � RECEIPT NO. COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. r 1 . I NUMBER REV DATE PAGE OF APPROVED BY CITY HALL FRIDLEY 55432 L.__. ' '•� 612-571-3450 910-F15 6/9/92 JOB ADDRESS 1298 52nd Ave NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 2 Marian Hills. 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Gerald Johnson 1298 52nd Ave NE 572-0238 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW 12 ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 221 x 111 Deck 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan ' ARM I04 Before digging c811 for all utility locations 454-0002 REQUIRED BY LAW SEPARATE PERMITS REQUIRED FOR WIRING, HEATING, PLUMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $1, 859 $.93 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $43.00 Fire SC $1.86 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $45.79 SIGNATURE OF CONTRACTOR Oij,AITJTHORI DAGENT IDATEI y HE R LYVAL A THIS IS YOUR PERMIT `f BLDG iNSP C/� 0ATE SIGNATURE OF OWN OF R BU WH RI IDATEI 01 NEW [ ] ADDN [ ] CITY OF FRIDLEY ALTER[ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application Construction Address Legal Description: Effective 3/1/92 Owner Name & Address: Contractor: # -!T7--- Q 7_3 MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height GARAGE AREA: Length Width Height DECK AREA: Length Width / / Hgt/Ground Corner Lot [ ] Inside Lot [ ] Ft. Yd Setback _ Type of Construction: Approx. Completion Date: Driveway Curb Cut Width Needed: Ft. + 6 Ft = Sq. Ft. Sq. Ft. Sq. Ft. pZ Side Yard Setbacks Estimated Cost: /OS9 (cost on Back) Ft x $ = $ DATE: APPLICANT: Tel. # Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Park Fee $ Sewer Main Charge $ TOTAL STIPULATIONS: tLl CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $700 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] Sk m I \\ FLASH OVER ALL EXPOSED EXTERIOR OPENINGS PICK-UP CONST. WASTES DAILY STORE IN AN APPROVED MANNER KWn ALL REFUSE W.EK 't I SLI f 11 ks Sveas [v'.d in iC'n Jn CC MEMORANDUM TO: William W. Bums, City Manager PW94-162 FROM: John G. Flora Public Works Director DATE: May 10, 1994 SUBJECT: 52nd Avenue Floodway Project On Monday, May 9, 1994, 1 attended a meeting with the residents on the 52nd floodway project, Jerry Sorenson at 1280 52nd Avenue and Jerry Johnson at 1298 52nd Avenue. Purpose of the meeting was to outline the three proposals that have been established for this portion of the project; i.e., a second pipe, a swale and berming around their patios. Neither resident supported berming around their patio. They were strictly against that option. While they supported the underground pipe as their first choice, they indicated they would be willing to support a drainage swale as long as the abutting property at 1260 52nd Way did not have any major objections to the swale being on their property. The Sorenson's at 1280 have sold their home and indicated to the buyer the on-going problem with the drainage system. The residents at 1260 52nd are in the process of building a gazebo and a retaining wall on the back of their properties. Any drainage swale that would be proposed would have to be discussed with them as easements would-be required. The Columbia Heights City Council is to meet on June 13, 1994 to discuss this issue. If the City of Fridley was interested in installing a pipe on the Fridley side of the line, additional easements would be necessary from 1240 and 1260 52nd Avenue in order to provide right-of-way for this construction. I will present the residents position to Mark Winson, who will be making the presentation to the Columbia Heights Council. JGF:cz U f 52 nd AVE I /�ZBD DEWOLFE 9'� r V,t 9413 ',4J.P ' 949 • (o �•y--�--•-�— - -' 9 •14o4 `3 4o-3 1 l 9 3 y. q s .940,/ 940•/ 940.7 39,0 ' 40.2 ',4J.P ' 949 • (o �•y--�--•-�— - -' 9 •14o4 `3 4o-3 1 9 3 y. q .940,/ 940•/ 940.7 39,0 ' 40.2 9 3q�q 9a9 -o. a ." 37.9 0 40.0 s 40•0 4 C�rc� 938.9 T 441.8 s .►c z.4 q z.2.943./ 994.7 . 94/.9 -141-7 W 947, .144.1 944.4 144'9 12 11 to 943-3 943•/ 943,7 • r147 .9 944.4 7444 146 G • 9QG• 1 • 946.0 DaAwN aY : D AN / �U S0 g -7/27/7-7 01 SUBJECT P City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT 5 2 5 1 r R COMMUNITY DEVELOPMENT DIV. 1 v INSPECTION SEC. r PROTECTIVE t' 7 CITY HALL FRIDLEY 55432 NUMBER REV DATEPAGE OF APPROVED BY ,'J 612-571-3450 910-F15 7/9/97 JOB ADDRESS 1298 52 Avenue NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 7 2 Marian Hills 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Gerald Johnson 1298 52 Avenue NE 572-0238 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Roof Design Partners LLC, 4026 7 St NE, Col Hgts MN 55421 789-6566 2000481 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION E:k REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof House & Garage (25 Sq) Tear -off 9 CHANGEOFUSEFROM TO STIPULATIONS Underlayment must comply with the State Building Code. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $2,085 $1.0(F WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTAL FEE r7- - 9 r7 License SC $5.00 $82.87 SI NATURE OF CONTRACTOR OR AUTHORIZ D A NT IDATEI WHEN PROPERLY LIDAT D THIS IS PERMIT BLDG SP +YYOOUR ^ IATA SIGNATURE OF OWNER OF OWNER BUILDERI IDATEI '' 01 NEW [ ] Effective 1/1/97 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: f 9& 5 -':2 Id Pa, Legal Description: Owner Name & Address: 6PY' / d Tphmso ? _ Contractor: a fa LL-11'MN LICENSE # a COD y 17 Address: q0 7-h or�l��.,,i�,'n �ahfs,l�ll� Tel. # x/89—&S ola LIVING AREA: GARAGE AREA: DECK AREA: OTHER: 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 Length Width Height Length Width Hgt/Ground _ Sq. Ft. Sq. Ft. Sq. Ft. C_onstruction Type: Qui ��i`Ccl U%/Estimated Cost: r ' /mousey►-Sa.ro-3 e. (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft -x DATE: 17— cl- g r7 APPLICANT: h� �z Tel. # rJ STIPULATIONS: CITY USE ONLY Permit Fee $ �%��, �� f Fee Schedule on Reverse Side Fire Surcharge $ .0c .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $950 per SAC Unit License Surcharge $ S . Cl(') $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ -$450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ F STIPULATIONS: CIIYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612) 571-3450 • FAX (612) 571-1287 July 23, 1997 PW97-104 Mr. & Mrs. Jerry Johnson 1298 52nd Ave NE Fridley MN 55421 Subject: Storm Water at 1280 and 1298 52nd Avenue Dear Mr. & Mrs. Johnson: I received your letter of July 16, 1997. As a result of the large rain events of July 1 and July 11, the City has been looking at numerous storm water problems. Included in that review is the backup that occurred in your back yards. Currently, we are considering two items that may relieve a reoccurrence of the problem that you have encountered this year. 1. Install a pressure relief opening on the down hill manhole. This would relieve the pressure in the two pipes that drain your back yards and allow it to exit to the surface during a large rain event. 2. We are considering the possibility of jacking a pipe through the high mound of dirt just west of your properties to daylight at an elevation just below your floor so that any development of water would run through the pipe prior to backing up in your house. In this review we are looking at the associated construction and costs. Design figures have not been developed. When this information is available, we will be presenting the item to the Council for consideration. Hopefully, this will be on August 11, 1997. The next Council meeting in the City of Fridley is scheduled for Monday, July 28, 1997, at 7:30 pm. The following meeting would be August 11, 1997. I have been coordinating with Mark Winson, the Public Works Director for Columbia Heights, in both of these options. If you need any additional information regarding this subject, please contact me at 572-3550. Sincerely yours, John G. Flora Director of Public Works JGF:cz JUL 2 1 1997 July 16, 1997 Fridley City Council 6431 University Avenue NE Fridley, MN 55432 RE: Storm Water at 1280 and 1298 52nd Avenue NE To Whom It May Concern: We request that the City of Fridley address a continuing storm water problem at the properties of 1280 and 1298 52nd Avenue NE in Fridley, Minnesota. These properties are located on the Fridley -Columbia Heights border. During the fall of 1994, the cities of Fridley and Columbia Heights installed an open storm sewer in our backyards to address storm water problems in the neighborhood. The storms on July 1 and July 11, 1997, caused this open storm sewer to overflow, which flooded our yards and basements. We had standing water in our basements and over a foot of water in our yards. The rushing water was powerful enough to pick up and move a sandbox 80 feet. This is an extremely dangerous situation. We understand that the July 1 storm was unusual, but since that time our yards have flooded with every- rriajor rainfall. We request that the cities of Fridley and Columbia -Heights address this issue and come to a final resolution. We look forward to your response. We would like to testify before the next city council meeting on this issue. Please notify us of the date and time of the next city council meeting, and place this matter on the agenda. Sincerely, Jerry & Debbie Johnson 1298 52nd Avenue NE Fridley, MN 55421 572-0238 -Yh" a'- 4 .44,zC. Mike & Michelle Teske 1280 52nd Avenue NE Fridley, MN 55421 572-2553 O G7YOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 - (612) 571-3450 • FAX (612) 571-1287 July 30, 1997 PW97-111 Mr. Gerald Johnson 1298 52nd Avenue Fridley MN 55432 Subject: Storm Water Repairs Dear Mr. Johnson: As a result of the exception rains that the City experienced during the first part of July, the City staff has been reviewing the storm water effects and possible improvements that can be made to the surface water system as a means of reducing damage and/or precluding further reoccurrence of some of the experiences this past month. As a result, the City proposes to accomplish the following action adjacent to your property as a corrective measure. If you have any concerns or questions regarding this proposal, please contact me at 572-3550 so that we may answer any of your concerns and schedule the appropriate work. We propose to coordinate with Columbia Heights to install a relief manhole cover on the downhill manhole of the storm water system. This open cover will allow pressure to be relieved and the water to exit the system and drain over the surface. In addition, we propose to coordinate with Columbia Heights to fund a project to jack a 12 -inch pipe through the berm area to the west of your property at an elevation below your floor to allow a surface release of any buildup of water in the low area. This project is predicated upon a funding agreement with Columbia Heights. We will keep you informed as to how this project progresses. Sincerely yours, John G. Flora Director of Public Works JGF:cz City of Fridley MEMORANDUM TO: William W. Burns, City Manager PW97-190 FROM: John G. Flora, Public Works Director DATE: July 8, 1997 SUBJECT: Storm Water Drainage Problems As a result of the July 1 & 2 storm, we identified nine properties within the City that experienced considerable erosion or property damage as a result of storm water runoff. The following is a list of those properties and a thought on some actions we propose to follow up on at the various locations. 7130 Riverview Terrace This property received an extreme amount of water flooding the yard and eroding the fill along the driveway. It is proposed to have the property owner replace his retaining wall along the driveway with a 4-1 slope fill and then the City could run a drain pipe from the low area adjacent to the driveway into the rear of the catch basin on Riverview Terrace. 6390 7th Street This property is experiencing a considerable amount of erosion on either side of the home at the rear of the lot as a result of flooding on 7th Street. We are looking at berming the boulevard along 7th Street in an attempt to retain the water in the right-of-way. There will probably be a problem with water entering the driveway and flowing into the structure. A survey will determine what impact this could have on the property. 6290 Van Buren Street This property experienced flooding along the rear of the building and the lot. There are no catch basins in this area and all the water drains down the driveway onto the property. A possible solution is repaving of the driveway to cause a rise from -the street in an attempt to retain the water on the street. As this is the lowest point, there will still be a continual overflow across the property as there is no outlet. July 8, 1997 Page 2 6090 Woody Lane This property experienced a considerable amount of erosion at the of the water overflowing the curb. rear retaining wall as a result Here there is a possibility of working with the abutting property owner and installing an overflow pipe across the yard and through As the retaining wall to convey the water to the lower property. water to It P on there is no outlet, this would ct nohknown if Central Avenuse property and eventually ue. s owner will agree to this proposal. the adjoining property This home experienced erosion and failure of two retaining walls; 5928 Woody Lane one along the driveway and one along the front of the home. We are looking at the possibility of installing a new catch basin and Gardena as a means of pipe along the abutting property line to dealing with additional surface flows. Easements would be required This property had a washout at the rear of their overflow pond. It is 1499 Arthur Street proposed to construct a berm along the boulevard to retain the water within the street right-of-way. This appears feasible. 1298 & 1280 52nd Ave These two homes experienced considerable flooding n their lower levels as a result of storm water backing up ' yards. These properties were associated with the Clover Pond/52nd Ave Floodway Project a few years ago. As a result of the torrential rains, were not able to handle the even the additional improvements water. 569 Rice Creek Terrace The street overflowed as a result of the Rice Creek rising and forcing the water to backup on the street, causing erosion along the property fence and trees. It is proposed to modify the existing to remove the sealed lid and place an manhole close to the creek open lid so that the back pressure from the creek will allow the water to exit at the top of the manhole, relieving the pressure and allowing the street to drain. We will have to work with the owner to install rip -rap around the existing structure to property protect the property. All of these sites were visited and surveys are being made to establish elevations in order to determine if it is feasible to retain the water within the streets without causing a backup and flooding of the adjacent structures. As the information is developed, we will be reviewing the preliminary concepts to determine if,they are possible or if another alternative is available. It is expected that most of these improvements can be accomplished with our storm water funds by our in-house force. JGF:cz \19�b 5 Z"(� En9meanng W Y Wall'r -� � 0 PA1�6 '.Q; 511aai5 U �,, Malnle nanec W � Q CO O n MEMORANDUM PW97-202 TO: William W. Burns, City Manager FROM: Jon H. Hauk� Assistant Director Public Works John G. Flora, Director Public Works DATE: July 23, 1997 SUBJECT: Storm Water Drainage Corrections This is a follow up memo to our July 8,1997 memo regarding storm water drainage problems. We have investigated each incident further and come up with workable solutions ninventory or bought through the t g noted, all labor costs will budget. be bs Attached dare draand inage area maps for each site. maintenance and repair 7130 Riverview Terrace Thesolid lid on a storm sewer manhole at the low point of the street will lid to allow water to be taken in to the system at a be replaced with a grate greater rate and reduce ponding in the street. lid in inventory so no additional costs will be incurred. We have the grate Street We will create an overflow swale from the streetond along lity Easement e and Utility 7`� 6390 Drainage north property line within our 20 ft wide ge storm sewers are full and This will control the path of water when the minimize any property damage. $100.00 for sod. Cost involved is approximately 6290 Van Buren Street The existing curb and gutter flow past the driveway to the south. A fill the and overflowto the We will significant rain will gutter equal with normal curb to the driveway up to a height e n ramp the entrance (6") and taper it back down to the rageing atching budget. bedpothole Cost for the bituminous will be sor bed in our Lane Mr. Utter of 6084 has agreed to give the City a 10 ft wide Drainage and We to install 6090 Woody Utility Easement along his northerly property line. propose acity ssaryninththeWoode an additional storm sewer line to increase thecapacity This would Lane and Hillcrest Drive area. Should that area receive concrete curb and gutter. i�� Iludingdretaoiitw wall This is a significant project and would $12uire000 an to cost less Estimate this project costs. 5928 Woody Lane The storm water piping system at the end of the cul-de-sac is adequate to handle the runoff for the area. However, the inlet capacity of existing catch basin grates cannot take in water fast enough to prevent ponding. We proposed to add an additional catch basin on the east side of the cul- de-sac and connect it to the storm sewer system reducing the amount of ponding and allowing water to enter to system at a much faster rate. Labor will be done and absorbed in-house and materials are in inventory or can be purchased with storm water funds. 1499 Arthur Street The washout on this property was the result of water overflowing the curb and not being retained to drain off site through existing storm sewers. Currently one of the street catch basins outlets onto the surface into a pond that was created. From there it runs down a concrete spillway and back into the storm sewer system. This arrangement allows water on the property to drain into pipes rather than directly over the bank causing erosion. We propose to repair the washout and create a berm within the existing Drainage and Utility Easement. This berm will close off the area around the daylighted storm pipes and create a larger detention pond than was originally built. Ponding in the street which overflows the curb will flow into this pond rather than threatening the house. Labor will be absorbed, fill material is available from our stockpiles and sod will only cost approximately $100.00. 1280-1298 52nd Avenue A 100' long slotted drain was installed behind these houses as part of the Clover Pond/52nd Avenue Floodway Project. During extreme storms such as we had at in early July, this drain cannot take water in fast enough to prevent ponding. The land on the Columbia Heights side is higher and therefore all ponding is in these two yards. We propose to "jack" a pipe from this area 200' to the west to create an overflow to release ponded water before it threatens these homes. Jacking pipe involves pushing the pipe through the ground from one end so that the surface is not disturbed as by trenching. This project would require hiring a contractor. We estimate the cost for such a project to be approximately $80 per lineal foot, totaling $16,000. The cost for yard restoration where this equipment was moved on to the site and set up would be additional. 569 Rice Creek Terrace Back pressure in the pipe at its outlet into the creek behind 569 Rice Creek Terrace causes this system to surcharge in the street and so threatening other properties and travel along the street. We propose to install a special lid on the downstream manhole to act as a pressure release valve. Riprap and landscaping around the manhole would act as an energy dissipater to prevent erosion as the water flows back into the creek. This can be accomplished with in house forces and storm water funds. mum M OLD rPUAoK 1280 1298 XC CL C , o i 1 � M♦7 til,w4v r N ,� Iry Y IG Nw�,.Y IN City of Fridley MEMORANDUM TO: William W. Burns, City Manager PW97-310 FROM: John G. Flora, Public Works Director DATE: November 19, 1997 SUBJECT: 52nd Avenue Flooding 12913 This past July the properties on 52nd Avenue, associated with our past Clover Pond Diversion project, experienced serious flooding of their basements. As a result of that action, we installed a relief manhole cover on the downstream run of the storm system. This cover will relieve the pressure and allow excess water in the system to drain over the surface when the storm line becomes full. The residents are concerned and requested both the City of Fridley and Columbia Heights to initiate a project which will ensure their basements will not be flooded. Accordingly, a proposal was made to install an overflow pipe through the swale downstream of the two properties. The residents made the proposal to Columbia Heights, which was not sympathetic to their request. Columbia Heights has suggested that a berm be constructed around the residents patios to a height which would prevent water from the backyards entering the structures. The residents do not support this request as they believe they would have to be home at all times should a rain event occur to pump water over the berm into the back yards. As of this time, there has been no further action by Columbia Heights regarding this issue. I believe that while a pipe would ensure an overflow solution, I also believe that the pressure relief cover that we placed on the downstream manhole should alleviate any major problems in this area. JGF:cz CfiYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 May 13, 1998 Mr. Kevin Hansen, DPW City of Columbia Heights 590 40th Avenue NE Columbia Heights MN 55421 Subject: 52nd Avenue Flood Problem Dear Mr. Hansen: PW98-093 We have received the Bonestroo Rosene and Anderlik (BRAN feasibility study for storm water Improvements along the corporate limit area of Columbia Heights and Fridley. Jon Haukaas has previously commented on the report to you. Since we have not experienced a very wet spring, we have no adverse experiences this year. I believe that the top hat lid we Installed on the downhill manhole behind the apartment complex will handle any future events as any excess capacity of the downhill 24 -Inch storm pipe will now have a surface exit to the pond. Accordingly, all flows that accumulate at the rear of 1280 and 1298 521 Avenue should be alleviated. 1 do not believe berming around the two homes will work as power outages and failure to keep a sump pump in the area should the residents not be home when a major rain or snow melt occurs would not provide a fail safe solution. Accordingly, I would suggest that we review this area during and after a major rain event to see if the top hat lid Is an effective solution. As a fall back position should the top hat fall, we may need to address the jacking of a second pipe through the restricting earth berm as the final solution. Past experience of open trenching this area was not favorably received by any of the adjoining residents. Accordingly, the pipe jacking would have minimum surface Impact to the properties and, therefore, would be an acceptable solution If the problem Is not otherwise corrected. If you have any other suggestions regarding this problem, please let me know. Sincerely, John G. Flora Director of Public Works JGF cz