Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PRE 2010 DOCS
APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAM: C— LL= BUILDER :,GSA► (, l J i L L� J ADDRESS: ��� �G l I� �[ ADDRESS: faz. NO:. -STREET: LOT: BLOCK: ADDITION: Mr--L0Lp! tai% �A � vie U-) CORNER LOT: INSIDE LOT: li SETBACK: 1SIDEYARD:�� Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To By�e++ Used As: X10yxS Front: Depth " Height: Square Feet: Cubic Feet: I�12n� Front: �� Depth : Height : Square Feet; Cubic Feet: Type of Construction: 1ERNIME_ Estimated Cost: To Be Completed: The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations ed this application are true and correct. DATE: ? -SIGNATURE• -31 (See Reverse Side For Additional Info tion. .•� �� J .Old- 4z- ez-o/ 1 M SUBJECT PERMIT- City of Fridley 12792 AT THE TOP OF THE TWINS BUILDING PERMIT r R EIPT NO. COMMUNITY DEVELOPMENT DIV. � v � INSPECTION r , PROTECTIVE SEC. CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-560-3450 910-F15 11/5/74 JOB ADDRESS 5928 Woody Lane N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 1 Meloland Lakeview SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE G. Craig Willey 3816 Polk Street N.E. 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 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 ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Construct z 33' x 35' & 24' Dwelling and a 22' x 24' Garage C( a.HANGE OF USE FROM TO .7IPULATIONS -° Provide a hard surface driveway. Provide a verifying survey before capping. Construction of 12" - 18" berm immediately behind culdesac 4_ . I�urb from catch basins to approximately 30' east of N.E. property corner Construction of gentle swale between lots 7 & 8, Block 1, Meloland us Lakeview Addition to contain runoff to existing drainage ditch on the L= east side of Central Avenue in front of lot 8. The City will perform staking and restoration. Uj c1; SEWER LOCATION: Main 15' S. of N. property line. 51' E. of Manhole (Inv. 880.96) z Wye Elev: 884.99 d�D Top of Footing: 887.99 WATER LOCATION: Main 5' N. of N. property line. 10' E. of Sewer service. 61' E. of Manhole. Both stubbed 20' S. of N property line. EARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD ENTIL.ATING OR AIR CONDITIONING. Wood Frame 7THPERMIT BECOMES NULL AND VOID ° IF WORK OR CONSTRUCTION ZONING SO. FT. CU. ,FT. '>AU,XORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION 32,160 Total ORVORK IS SUSPENDED OR ABANDONED FOR APERIOD OF 120 DAYS AT R-1 ANIME AFTER WORK IS COMMENCED. NO. ,DWLG. UNITS y OFFSTREET PARKING I H' EBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 ISTALLS GARAGES AN NOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED 13.78 WITH WHETHER SP -IED HEREIN OR NOT. THE GRANTING OF A PERMIT $27,564 DOES NOT MET GIVE AUT ORITY TO ItALATE OR CANCEL THE PERMIT FEE SACCHARGE PF S ANY THER ST OR L REGULATING CON- $60.00 $300.00 ST RU 10 THE RFORMA TR ON. PLAN CHECK FEE TOTALFEE / $373.78 F NTRACT N (DATE) WHEN PROPERLY IDATED.THIS IS YOURd PERMIT BLDG INSP DATE J SI N W IDATEI 1 M City of Fridley Appllcwfta ftr Plim d Ghm F'64,* ,& . Dept. of Bldgo. Phone 560-3450® % DESCRIPTION OF WORK Loge". Number, Kind and Locatlea of Fixtures qp AI$ 7 dVol$ O V< l �; Vj N WATER MQ. GAS ELEC. Base 1st / 2nd ,rd 4th _ • Future Concoction Openinp Coaaed®al with Bawer [] * Now Fixture. Old Openings, Cesspool El PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ................. x $2.00 $ 04 O Future Fixture Opening ........... x $1.50 New Fixture Old Opening .....:.... x $1.50 Catch Basin .................... x $3.25 $ • o� Water Heater (Up to 99,000 BTU)x $3.00 $�_ New Ground Run Old Bldg.......... x $3.25 $ Electric Wates Heater .............. s $2.00 = GAB FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ! x $2.00 fe:2 Additional Fixtures .... . ... I...I . . . . . x $ .76 $ Gas Range to 199,000 BTU ............. REPAIRS & ALTERATIONS --Refer to Code x $5.00 6,— City of Fridley: The .undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and ' hereby declares that all the tact and representations stated in this application are true and correct Fridley, Minn V 18 Owner' Dina of Building '5i A ?��/.� Ez2 /1 Used as �uj c J To be completed about liega'q%Q t e , / 75— Estimated Cost, $' Si Old w. euilding Permit SPermit N . Sgned � By ROUGH FINAL .50 State Surcharge Description .......................................• ..... ; TOTAL FEE Business Phone No App9cw4on ;,g Mr w'a'd Doi= GRAVITY WARN AIS: Furnace Shell & Duct Work R.ep'.ac," e t of Furnace P.cpairc & Aitrrat:ons.- up to $500.00 Repairs & Alterations each add. $.500.00 DECM WARM AIR Furnace Shell & Duct Work to 120,900 BTU each add. 60,009 BTU Replacement of P%n=ce Repairs & Alterations -up to $500.00 Repairs & Alterations each add. $309.00 STEAM cz HOT WATER ZTETE1 BAIT TOTAL 310.00 6.00 600 300 $ 310 00 $ t4, 3.UU $ 6.00 $ too 3.00 $ Fnrrace Shell & Lines -to 400 sq. ft F.DR Steam Q10.00 $ Furnace Shell & Line --to 640 sq. ft. EDR Hot Water 1000 S. Each add 200 sq. ft. EDR Steam xon $ Each add. 320 sq. ft EDR }lot Water 3.00 $ _ 1 OIL BUPKER-to 3 gal. per hour 6.00 S�_� over 3 gal. per hour -See Fee Schedule GAR SU RNLR (up to M.000 BTU) cm-er 199.000 Bit See Too Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 natures X3 zoo $ ,.A,b .i Additional FIztures x .76 $_-. . -- Gas Range to 10=0 xS 6.0D $ 51D'G AR COMITIONING State Surcharge .50 � rAN IMTING GT6TI4 > Fate � (J VEETMATMO ST'RT (3�TM /9i't S�S. ALrzn&Trcns & azPAM TOTW� ..SD A�S`f q'7� Dept. of B1clga-M V. L t .559-;)S GV00D9, kiI/ ' 226 City of FTIdley: The undersigned hereby makes application for a permit for the work here& specified agreeing to do all work in strict accordance with the City Ord!na=et and ruling of the Depattmrnt of Buildirgs, and hereby declares that all the fasts and repr�;Pntatiuns stated in this application are, true and correct. nFridley. Kind of Building �' Jly�� tIAL Used as S IA -)G C� l.416 y _ To be completed about MARCH 12 /v7F Estimated Cosi, $ Old -(New.) Building Permit No. _ ___ __ Permit No. CO 2 HEATING or POWER )PLANTS --Steam, Hot Water, Warm Air -No Trade Name size Ho -WAS 130 LPG �' I HPCapacity___ _ Sq. Ft. E.D.R O �d mytT evTAN6--reMPOAAK'J oa Total Connected Ld 1 rU Frind of )fit x,97- COATS BURNER - Trade No Sizes No Capacity Sq. Ft E.D.R vm toaaKaa-0M1 M. �•16 ...,.., 42 HEAT LOSS CALCULATIONS DEPARTMENT OF BUILDINGS FRIDLEY, MINN. Weatherstrips A.S.H.V.E. Construction No. Insulation Guide Windows Doors Reference Out. Wall Int. Wall Ceiling I Roof Floor Kind How Applied es No I es No 19_ D N Fl.1 LivimG Room I Lensfth P_-Af Width 1 l '9' Heisrht I '7'ta'111 bm Fl.' m I Length //' :? " Width 4? 1®r/ Heistht R r Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack eq. tt. 'Z 3' o°' 4.181, 2 �" 44" 4 s Coef. Btu Infiltration 3 5:5 18 /6 - Glass 5'7,57 �® 16,11, 5 Exp. wall 117'X /'7' 987 3000 -" Net exp. wall 229,5 Exp. wall .2®6 15" Int. wall P76 % Ceiling / TP -5 X Z.3 ZSy y 7 Floor 12,E Jr 1 116 iota! Btu. j0 Required sq. ft. E.D.R. or sq. ins. W.A. Leader area DN 171.1 1) PN ►>v c. Room I Length /1 13 t1 Width 19 l0 "Height $ le Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack SQ. ft* /0 /0011 vr d o/pf p3/�Qqqt/ Coef. Btu Coef. Btu Infiltration /3,3 Glass e"j 1760 Glassrl 16,11, 5 Glass O 3000 Exp. wall X /0 /f 885 Exp. wall .2 21 X ?I Net exp. wall P76 % q'7,R Int. wallCeiling_ /68.31; x �'O " -- Ceiling 116 —. Floor 1 X 1/'.7 1102151 5 .,S/O Total Btu. 62 4 ;Z Required sq. ft. E.D.R. or sq. ins. W.A. Leader area C:44I.I kl rC H E IJ Room I Lensfth / 1 '.3"Width 7,-? 1/ 14eight 01A 1i Windows and Doors--Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights o/f crack eq. ft. / 16 3; a 13,3 '7 1 24 3A 21, 1& l01 Coef. Btu Coef.1 Btu Infiltration /3,3 Glass 55 1 %345 Glass 16,11, 5 Glass '6D 356 Exp. wall / 11 X /0 /f 885 Exp. wall .2 21 X ?I Net exp. wall P76 ro — 6,0-3 Int. wall /68.31; x �'O " -- Ceiling 116 —. Floor 9' i x 3 " 5 5'� 0 Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. / 16 3; a 13,3 '7 1 24 3A 21, 1& l01 Coef. Btu Infiltration Coef. Btu Infiltration Glass ;t-7,3 5!57 16,11, 5 Glass 40 l'%/ 50 885 Exp. wall .2 21 X ?I P76 — Net exp. wall /68.31; x �'O " 142.4 i Int. wall — Ceiling Floor 01-311)( S 1 oft ft 10/,2 ; 5-0-- 6125 Total Btu. 144Z7,4S Required sq. ft. E.D.R. or sq. ins. W.A. Leader area D'M F1.1% PXTH Room I Lemith Width 510t' Height g 1 Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Coef. Btu Infiltration Coef. Btu -.— Glass Exp. wall 51e '/;K &1,9 ft 40 Net exp. wall 40 1 (®0 Int. wall Ceiling Net exp. wall Floor16v1 x �'O " a `P l.;1 a� Total Btu. 1 4&5 - Required sq. ft. E.D.R. or sq. ins. W.A. Leader area )M Fl.l t mill -tq Room I Lenath //' Width //'.tel" Heistht 9' Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. Coef. Btu Infiltration Glass le, % Exp. wall / ' )< Net exp. wall Iff,3 9/ 9 9 Int. wall — Ceiling Floor 71 A ff f 3 ft 1-4)13 '5- I 1 otal btu. 1 13.23 , Z Required sq. ft. E.D.R. or so. ins. V.A. Leader area D•J6 42 HEAT LOSS CALCULATIONS DEPARTMENT OF BUILDINGS Weatherstrips A.S.H.V.E. Construction No. Guide Windows Doors Reference Out. Wall JInt.Wal1 I Ceiling I Roof Floor es No Ies No 1 19— �J Fl.1 UA"_ Room Length $T' Width $';t` Height A' II -f JP FI_I RAT H Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of Dane of pane lights of crack sq. ft. Width Height No. of Lineal ft. Area No. of Dane of pane lighte of crack aq. tt. 6�1811 z j Coef. Btu Infiltration Coef.1 Glass Infiltration Exp. wall Btu Net exp. wall — Int. wall -- Ceiling Exp. wall 171)(81 Floor 51 x sr 3112(.,ZSI S 1 131-5 Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area WF -1 "NL -L- Room I Length Q l Width r f Height f Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack - eq. ft. Width Height No. of Lineal ft. Area No. of Dane of pane lighte of crack aq. tt. 6�1811 z j Coef. Btu Coef.1 Btu Infiltration Coef.1 Btu Infiltration Glass ✓mix 8 + 40 3 --- Exp. wall 171)(81 rf� �o 24.5 Net exp. wall Ceiling ✓rr%iS --� Int. wall Exp. wall 1)(g 1 — Ceiling 248 — Floor 671 X7, Ca a Iot. wall 1 otal titu. rf Required sq. ft. E.D.R. or sq. ins. W.A. Leader area P F1.1 M AS t r12 B Room I Length I R t.3"Width J I+!Z 11 14AahtR to' Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack - eq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft. 6�1811 z j Coef. Btu Infiltration �- Coef.1 Btu Infiltration Exp. wall ✓mix 8 + 40 3 Net exp. waH 551 8 1S Glass 24.5 — Ceiling ✓rr%iS $® 2 f -7.5 - Exp. wall 1)(g 1 Net exp. wall 248 1607, S Net exp. wall 1507, 5 Iot. wall 015 i % (at S Int. wall Ceiling 1.357 9 — Ceiling F� f' I 10 11,25 265 26. 1I As e?417 Floor — 1 btal Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area FRIDLEY, MINN. Insulation Find How Applied Renm I Length 11' -11 Width Cf Height Windows and Doors—Crackage .and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack - eq. ft. Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft.' .2 44 2 19 14,7 4 2 16,3 8 Coef. Btu Infiltration �- Glass Infiltration Exp. wall ✓mix 8 + 40 -260 Net exp. waH Glass — Int. wall 24.5 — Ceiling x,25' 9 56-16125, Floor 19 2 Total Btu. 2 Required sq. ft. E.D.R. or sq. ins. W.A. Leader area 1) P FV 99;n #::) Room I Length I I' 311 Width q 1 Height R t Windows and Doors--Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft.' .2 44 2 19 14,7 4 2 16,3 8 Coef. Btu Infiltration 135,3 55 1q41 15' Glass 24.5 5b 122S Exp. wall 24t x $ 19 2 Net exp. wall 1607, S I `I 1507, 5 Iot. wall -� Ceiling 1.357 9 IZI S Floor 1 1 , +t 11,25 215 26. 1I As Total Btu. al 70 `-1S Required sq. ft. E.D.R. or sq. ins. WA. Leader area t + p F1.1 Rr= n It Z, Ream. I Length 11'3" Width q t Height $ , Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pan. lights of crack eq. ft. 24 44 2 1.9 /4,7 Coef. Btu Infiltration J7 7 SS ®4S Glass ,7 TO '7,3S - Exp. wall 19 I x 8 l l .5?- ZNet Netexp. wall l 1-; 39, 7 Int. wall Ceiling %35 9 Floor l , f/ , II ,:?S AS 81 1 All 1 otal 13tu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area D-34 ' ...' •. e z 7"Q r/�L ,t3TUf� ©� lll� Width Height No. of Lineal ft. No. of pane of pane lights of crack Width Height No. of Lineal ft. Area No. otpane of pane lights of crack sq. ft. HEAT LOSS CALCULATIONS DEPARTMENT OF BUILDINGS FRIDLEY, MINN. Weatherstrips A.S.H.V.E. Coef. Construction No. Insulation Infiltration Guide 52 SS' /0881T Glass JVindows Doors_ Reference Out. Wall Int. Wall Ceiling Roof Floor Kind How Applied es�_ No I es No 19_— `? 3 Dgt 5 Int. wall f I IX 21 g$ _ _ i OF F1.I (E \N ' Room Length 1. 1 t Width cl I Height g 1 F1.1 Room Length Width Height Windows and Doors—Craekage and Area a q, and." Windows and Doors—Crackage and Area width Height No. of Lineal ft. Area No. of Dane of pane lights 37 Width No. of pane Height No. of Lineal 1t. Area of pane Itghta If crack ft. Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area I nPF1.1 in f --pi C_C Room I Length 1 I t&(' Width Q Height R l Windows and Doors—Crackage and Area 7"Q r/�L ,t3TUf� ©� lll� Width Height No. of Lineal ft. No. of pane of pane lights of crack Width Height No. of Lineal ft. Area No. otpane of pane lights of crack sq. ft. of crack sq ft. .;t Z'S" (.1$11 at 1)m 36S,S Coef. Btu Infiltration Coef. Coef. Btu Infiltration 3a 3 52 SS' /0881T Glass Q,fp 35t'S 90 CITE Exp. wall q, ' r%Z — — Net exp. wall 5a 4 3fotg `? 3 Dgt 5 Int. wall f I IX 21 g$ q 7QZ,0 Ceiling ffi1-48 q q "? a q, Floor t�3tS 37 [ Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area I nPF1.1 in f --pi C_C Room I Length 1 I t&(' Width Q Height R l Windows and Doors—Crackage and Area 7"Q r/�L ,t3TUf� ©� lll� Width Height No. of Lineal ft. No. of pane of pane lights of crack Width Height No. of Lineal ft. Area No. otpane of pane lights of crack sq. ft. 1 rA 44 3.a.7 Iq Coef. Btu Infiltration Coef. Btu Infiltration Infiltration 3a 3 52 j 258S Glass Ceiling Floor Q,fp 5-6 1790 Exp. wall i g ► '7A Int. wall — Net exp. wall Ceiling 5a 4 q /, (� Int. wall 1 I 8Ceiling q'1 1t ffi1-48 � Floor q X I I ' It t�3tS I f%S r Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area F1.1 Reem I Length Width Height Windows and Doors--Crackage and Area 7"Q r/�L ,t3TUf� ©� lll� Width Height No. of Lineal ft. No. of pane of pane lights of crack Area sq. ft. Coef. Btu Infiltration Glass Coef. Btu Infiltration Net exp. wall Glass Glass Exp. wall Ceiling Floor Exp. wall Int. wall Net exp. wall Ceiling _ Int. wall + Ceiling Floor Total Btu. I Required sq. ft. E.D.R. or sq. ins. W.A. Leader area Coef. Btu Infiltration Glass Exp. wall Net exp. wall Int. wall Ceiling Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader area G1 t Rnnm I length Width Height Windows and Doors—Crackage and Area Width Height No. of Lineal ft. Area No. of pane of pane lights of crack sq. ft* Width Height No. of Lineal It. Area of pane of pane Ilghts of crack sq. ft. Coef. Btu Infiltration Glass Exp. wall Infiltration Net exp. wall Glass Int. wall Exp. wall Ceiling Floor Net exp. wall Total Btu. Required sq. ft. E.D.R. or sq. iris. W.A. Leader area I R-1 Renm I Length Width Height Windows and Doors-Crackage and Area No. Width Height No. of Lineal It. Area of pane of pane Ilghts of crack sq. ft. Coef. Btu Infiltration Glass Exp. wall Net exp. wall Int. wall Ceiling _ Floor + Total Btu. Required sq. ft. E.D.R. or sq. ins. W.A. Leader arra--- MEMO TO: Curt Dahlberg, Parks Foreman MEMO FROM: Tom Colbert, Assistant City Engineer DATE: May 3, 1976 SUBJECT: Landscaping Restoration Projects At your earliest possible convenience, could you please schedule a crew to place seed and black dirt, if necessary, in the fol- lowing areas: Arthur Street (Program #517) East side from Gardena Ave. to the north property line of 5829 Arthur St. East side of Arthur along the frontage of 5809 Arthur Central Ave. (Program #211) Along the recently constructed swale between 5927 and 5947 Central Ave. In both areas sufficient amount of seed should be placed to establish a dense growth of vegetation. I can be available to review these sites with you, if you so desire. Thanks for your help. TAC/jm ("-/ 1- 7rzcti7ns shall be published and posted with respect to each NOW T such streets and highways and when so published and posted, the restrictions shall be in full force and effect; all as provided in accordance with Minnesota Statutes Sec. 169.87 and the provisions thereof, under Chapter 503, City Code of Fridley, Minnesota, 1973. D. A vehicle in excess of such limits may be operated or driven upon a street or public highway in the City without violation of law when the same is done under Special Permit thereof issued in accordance with the provisions of Minnesota Statutes Sec. 169.87 which are adopted and made a part hereof by reference the same as if fully incorporated herein. E. That school bus operators are given special permit to proceed with normal operation on their regularly established routes and at regularly established hours, said permits.to be issued by the City Manager. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF FRIDLEY THIS 1st DAY OF Mach 1976. ATTEST: MARVIN C. BWLJNSELL - City Clerk WILLIAM J. -NEE - MAYOR SUBJECT PE City of Fridley 14927 AT THE TOP OF THE TWINS BUILDING P E R M I T r R ftEIPT N0. ` COMMUNITY DEVELOPMENT DIV. --------- -- qp3� r PROTECTIVE INSPECTION SEC. I i NUMBER REV. DATE PAGE OF APPROVED BY � CITY HALL FRIDLEY 55432 IL L'"' 612-560-3450 910-F15 9/19/78 JOB ADDRESS 5928 Woody Lane N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 6 1 Meloland Lakeview SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE Dave Landes 5928 Woody Lane N.E. 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Marvin Hill Construction 11600 Elm •SCreek .Road, Osseo 421-8378 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 ❑ REPAIR ❑ MOVE ❑ REMOVE X 8 DESCRIBE WORK Construct 914" x 5' Addition to.Front of House -a 9 CHANGE OF USE FROM TO STIPULATIONS Before digging call iocari utili;iGs TELEPHONE • ELECTRIC - Gly, Etna, SEPERATE PERMITS REQUIRED FOR WIRING, �Y LAW HEATING, PLUMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. Wood Frame 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 ISTALLS 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, $1.25 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT '$2,500 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. $15.00 a PLAN CHECK FEE TOTAL FEE ,) $16.25 SIGNA URE OF CONTRACTOR OR AUTHORIZED AGENT (DAT) WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT © BLDG. INSP DATE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) i CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL BUILDING PE1114ITS (NEW, ALTERATIONS, ADDITIONS, OR REPAIRS) OWNER: t A- BUILDER: _ - L �•��-4-cm(0id Address: Address: 11&6Q Tel. No.: - No.: 6j o.:No. 2- Street: UZOOO / buyer /V LOT: ]3LOCY.: ADDITION : MUD k&&k CORNER LOT: INSIDE LOT: SETBACK: SIDEYARDS: Applicant attach *to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUI LDI.NG To Be Used As: Q Front: ---� /( Depth:Height: O� _ - Square Feet: Cubic r7leet: Front: Depth: Height: -- Square Feet: Cubic Feet: Type of Construction: 600'r X Estimated Cost: $ ,2 5'0�. To Be Completed: �2ZOa)/ -- 7V Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired $ $ (SEE REVERSE SIDE OF SHEET) The undersigned hereby makes application for a permit for the work herein' specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correct. -See reverse side for additional information. DATE: �7 ,� SIGNATURE: Stipulations: FIRE DEPARTMENT MEMO TO: CBU:IL:DIN:G7��INSPECTION ASSESSING SUBJECT: FIRE DAMAGED STRUCTURE DATE: !lac„ 19, ISS3 FIRE HAS OCCURRED AT 5928 Wood ► Lane (ADDRESS) Dec. 19, 1983 (10:00 a.m.) ---- _- DATE OF FIRE Im 01 SUBJECT PER City of Fridley 1 � 4 2 T AT THE TOP OF THE TWINS g U I L D I N G P E R M I T _ r RE COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. /"'1 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY I"J 612-571-3450 910-F15 3 15 84 JOB ADDRESS 5928 Woody Lane N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 1 Meloland Lakeview SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE David Landes 5928 Woody Lane N.E. 571-9070 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X X 8 DESCRIBE WORK Fire Repair and ,Alterations 9 CHANGE OF USE FROM TO STIPULATIONS SERERATE PERMITS REQUIRED FOR WIRING. HEATfNG. �PLUMBING AND SIGNS, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. 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 ISTALLS 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 $25000 $12.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SACCHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $183.00 SI ATURE CONTRACT ORAUT ED AGE T (DATE) r WHEN PROPERLY LI DATED THIS IS YOUR PERMIT p LDG IN SP OAT SIGNATURE OFOWN R OWN ER BUILDER) (DATE) 01 CITY OF FRIDLEY . Effective Aug. 1, 1981 APPLICATIM FOR RESIDENTIa BUILMING PERMITS (New, Alterations, Additions. or Repairs) 0'ITER: z ADDRESS: TEL 110: 7 — 76 STRICT NO : ' F Z STREET: LOT: BUILDER: ADDIESS: TEL 110: Construction Location BLOCK: ADDITION: Corner Lot: Inside Lot: Setback: Sideyards: Applicant attach to this form two Certificates of Survey of lot and proposed building location drawn on certificates to scale. DESCRIPTIOR OF CONSTPUCTION ont: Depth: Height: Square Feet: Cubic Feet: Front: Square Feet: Depth: Heigbt: Cubic Feet: _ Sype of Construction: 'o V e Estimated Cost: Zb Be Cbripleted: Alt. A Al t. B Proposed Driveway Width If New Opening Is Desired: $ $ SEE PEVFRSI-; SIDE OF SHEET 2be undersigned hereby malzes applicaticn for a permit fcr the %:ork herein specified, agreeing to do.all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and represent,atiens stated in this application a e and correct. Stimulations: 00 f u ��► ' --- fA SOIL TESTING SERVICES OF MINNESOTA, INC. 2405 ANNAPOLIS LANE SUITE 280 October 2, 1978 �i wit'. MINNEAPOLIS, MINNESOTA 55441 PHONE 612-559-1900 I f "Mr. David Landes 5928 Woody Lane ', P life Fridley, Minnesota 55421 4eva& RE: Addition to house at 5928 Woody Lane STS Job N mber 91581 Dear Mr Landes: On September 26, 1978, Mr. James Overtoom, P.E., Senior Project Engineer with our firm inspected the foundation bearing materials at the site of the addition to the front entrance of the above house. Fill materials were encountered extending to the approximate bottom of the existing basement elevation, approximately 8 feet below the present ground'suiface. At the ti-me.of the inspection, excavations had been performed to depths of approximately 3 feet below the existing grade and to the approximate top of the existing footing for the house. These fill materials consisted of brown fine to medium sand and sandy clay, and appeared to be relatively loose and soft in place. Based on this inspection, these soils, would not be satisfactory for support of footings for the proposed building addition. Rather, we recommend that the footings be extended to bear on the non-organic brown to medium dark brown fine sand which was.encountered below the basement footings of the existing building. We anticipate that this naturally occuring soil would also' be encountered at a depth approximately 8 feet below the existing grade in the remainder of the addition area. Several foundation giternatives were discussed with Mr. Landes and the Contractor, Mr.''� Hill. These alternativ�,-s included excavation of the existing fill material using a backhoe type piece of equipment -to extend .the excavation to naturally occuring materials. If this alternative is used, sheeting and bracing or adequate sloping of the excavation sides must be performed in accordance with. pertinent OSHA regulations. If the sides -of .the excavation.are sloped, a portion of the existing driveway and sidewalk.would easily be undermined. A second alternative would be to install' drilled inplace piers of approximately 18 to 24 inches in diameter extending 3 to 4 feet into the naturally occuring soils. For the size of addition anticipated, approximately 3 piers would�be required for support of the structure and the adjacent concrete stairway. For drilled inplace pier foundations supported on the natural --.1y occuring brown and medium dark brown sand, having a minimum depth of approximately 10 feet -below the existing ground surface, a maximum net -allowable soil bearing pressure of.4,000 pounds per square foot is recommended. Wllliam C. —Kw asny P E CHICAGO, PEORIA, ROCKFORD, ILLINOIS • WASHINGTON, D.C. CEDAR RAPIDS, John P. Gnaedinger, P.E. DAVENPORT, DES MOINES, IOWA • KANSAS CITY, WICHITA KANSAS • BAY CITY, • Engineering Analysis/Reports Clyde N. Baker, P.E. DETROIT, GRAND RAPIDS, MARQUETTE, MICHIGAN • MINNEAPOLIS, VIRGINIA, , • Construction Quality Control k James Overtoom, P.E. MINNESOTA 6 BISMARK, GRAND FORKS NORTH DAKOTA • FAIRFAX, VIRGINIA • Foundation Borings and Testing R. Eric Zimmerman, Ph.D., P.E. GREEN BAY, MILWAUKEE, WAUSAU, WIRONSIN • MADRID SPAIN • JEDDAH • Environmental Testing and William M. Perpich, P.E. SAUDI ARABIA ' Evaluation i i Mr. David Landes. -2- October 2, 1978 The structural design of the foundation and grade beam to support the proposed addition is included in the Appendix. We recommend that all foundation construction be inspected by an experienced Soil Engineer to evaluate the foundation bearing material at the time of construction. If you have any further questions, or if we may be of further assistance, please'do not hesitate to contact us. Very truly yours, SOIL TESTING SERVICES OF MINNESOTA, INC. James H. Overtoom Registered Professional Engineer, Minnesota JHO/jag f ■ i �� i �' �.9.Q S,'&' enT-row � 3 �G"•e.rs+r .9�.ri7 rrr �' y 8/4:5 Tam►ec+ .. A + i "en 21 Jt -4e -' ol I h I HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIOP>I AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATEDREG, NO.,,.IIP I J.!& .1 -7 - SOIL -7 - SOIL TESTING SERVICES OF MINNESOTA, INC. 2405 ANNAPOLIS LANE MINNEAPOLIS, MINN. 55441 %JSb"/ C Q er F U +S / 2 - • . v C a�✓C �� fF 3 ��� �°.i'.�' rh s.4.P/r�*,�rs��1 �' a"'� ��JGT°s�v f: 15 4d Z y,44--c-t S /.v TO. 8Er7�n BE %o -A-140 (\A' 0 \1 Pw� � SOIL TESTING SERVICES OF MINNESOTA, INC. 2405 ANNAPOLIS LANE MINNEAPOLIS, MINN. 55441 9/s8i SUBJECT PE, City of Fridley 026 19278 AT THE TOP OF THE TWINS III 'BUILDING D I� I i� D C D R A I T r � Dv L ' V V �" CI"v1 I CEIPT N COMMUNITY DEVELOPMENT DIV. SEC. �r� PROTECTIVE INSPECTION 1 i � 1 1 1 CITY HALL FRIDLEY 55432 ".j NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 11/18/87 JOB ADDRESS 5928 Woody Lane N.E. 1 LEGAL LOT NO, BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 1 Meloland Lakeview SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE David Landes 5928 Woody Lane N.E. 571-9070 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 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 ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct an 18' x 121 Porch Addition and a concrete slab patio 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan SEPARATE PERMITS REQUIRED ��� �dn \d��� '� dEATfY� PLUMBING -. a �• �1i i�ae digging caii IL�at aC((,l.n a V ANt�� SIGNS. Before TEL.£6'iiflN£ - £tzECIRiC a GAS E'( QU IRED By L ' 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 ZONING SQ. 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 1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 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 $4,500 $2.25 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- $50.50 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE $12.63 $65.38 SIG NA OF C NTRACTOR A`UTNse ED AGENT (DATE/ � � WHEN PROPE LD� IS YOUR PERMIT ZO.4L. � ' /NcSiMATUREOF OWNERIIF OWNER BUILDER) WSP BATE NEW [ ] City of Fridley Effective 4/1/86 ADDN. R-1 AND R-2 ALTER. [ ] Building Permit Application Construction Address Legal Description: Owner Name & Address:�G Contractor Address: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT �// e_z " Tel. # c),070 ��� Width � Height Sq. Ft. AREA: Length — GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Corner Lot [ l Inside Lot [ ] Ft. Yd. Setback Side Yard Setback Type of Construction: Estimated Cost: $-� Approx. Completion Date: Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: $ $ See Back Page for Explanation 0-01 DATE: ✓� APPLICANT:,00000l CITY USE ONLY Permit Fee $ Fee Schedule on Reverse Side Plan Check $ ® 25% of Building Permit Fee State Surcharge $ 11L $.50/$1,000 Valuation SAC Charge $ $525 per SAC Unit Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ STIPULATIONS: 4,5-0 U Roo&, Ate? 3� L IY,0V Z City of Fridley TO: John G. Flora, Public Works Director PW97-187 FROM: Jon H. Haukaas, Assistant Public Works Director DATE: July 3, 1997 SUBJECT: Storm Water Complaint I met with Dave Landes of 5978 Woody Lane at 1:30 pm on Wednesday, July 2. He lives at the end of the Woody Lane cul-de-sac. The catch basin in front of his house could not handle the flow from Tuesday's rain and overflowed onto his yard washing out a retaining wall. In addition, a retaining wall along side his driveway was washed out, undermining his concrete driveway. He claims that this has happened about four times in the last three years and had never happened prior to that in the 20 years he has lived there. The catch basin is a 50 in. square concrete box, 4 ft 7 in. deep. The curb around the cul-de- sac is a 4 -in. -high surmountable curb. I spoke with the manufacturer of the grate to find out the inlet capacity. The grate can handle only about 3.6 cfs if flow is to all four sides 2 in. deep. If the water is ponding to a depth of 6 in., the inlet capacity is 18.5 cfs. Weir flow around the perimeter of the grate controls until ponding depth is 8 in. deep at which time the inlet capacity is approximately 27 cfs. Mr. Landes asked how to initiate a project to increase the number of catch basins at the end of the cul-de-sac to handle more water. I explained that no projects were being done this year and since he already had concrete curb and gutter, it was unlikely his street would be part of any project in the near future. He will be contacting his Councilman, Dennis Schneider, and the Mayor, Nancy Jorgenson, and the Councilman at Large, Bob Barnett to see if they will initiate a project. JH:cz City of Fridley MEMORANDUM TO: William W. Burns, City Manager PW97-190 f 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 rear retaining wall as a result of the water overflowing the curb. Here there is a possibility of working with the abutting property owner and installing an overflow pipe across the yard and through the retaining wall to convey the water to the lower property. As there is no outlet, this would cause water to buildup on the property and eventually flow to Central Avenue. It is not known if the adjoining property owner will agree to this proposal. 5928 Woody Lane This home experienced erosion and failure of two retaining walls; 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 pipe along the abutting property line to Gardena as a means of dealing with additional surface flows. Easements would be required- equired1499 1499Arthur Street This property had a washout at the rear of their overflow pond. It is 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 in their lower levels as a result of storm water backing up in their rear yards. These properties were associated with the Clover Pond/52nd Ave Floodway Project a few years ago. As a result of the torrential rains, even the additional improvements were not able to handle the 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 manhole close to the creek to remove the sealed lid and place an 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 property owner to install rip -rap around the existing structure to 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 t _ 592 0 000-10 LI L0 Eiig in ec�lo9 �.; Sewcr ':'r U . Mainle n�ncc ;U— W J. MEMORANDUM- PW97-202 TO: William W. Burns, City Manager FROM: Jon H. Haukaas, 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 s llution nand associated costs. or bought throughlthe noted, all labor costs will be absorbed and materials including sod are in maintenance and repair budget. Attached are drainage area maps for each site. 7130 Riverview Terrace The solid lid on a storm sewer manhole at the low poin to the system at of the street la be replaced with a grate lid to allow water to be taken i greater rate and reduce ponding in the street. We have the grate lid in inventory so no additional costs will be incurred. 6390 7' Street We will create an overflow swale from the street to the pond along the north property line within our 20 ft wide Drainage and Utility Easement. This will control the path of water when the storm sewers are full and minimize any property damage. Cost involved is approximately $100.00 for sod. 6290 Van Buren Street The existing curb and gutter flow d overflow onto the driveway. past the driveway to the We will significant rain will fill the gutter ramp the entrance to the driveway up to a height equal with a normal curb (6") and taper it back down to the garage, holding runoff in the street. Cost for the bituminous will be absorbed in our pothole patching budget. 6090 Woody Lane Mr. Utter of 6084 has agreed to give the City a 10 ft wide Drainage and Utility Easement along his northerly property line. We propose to install an additional storm sewer line to increase the capacity serving the Woody Lane and Hillcrest Drive area. This would be necessary in the future should that area receive concrete curb and gutter. This is a significant project and would require hiring an outside contractor. Estimate this project to cost less than $12,000 not including retaining wall 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 52"d Avenue A 100' long slotted drain was installed behind these houses as part of the Clover Pond/52". 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. MiGH,,r -17 DR tv E I ,. 14ILLCAE ST ter, 9 t 5.928 Woody ody Lan x r i GApDiVe h� - ¢ 1 J W 1 AV[Nut ! O t z N W J f 7 Y O C • 111CLE 12" N DANUBE MATHAAAV LANE 9iP 21 _ 1 �'• cr V � I : N I MLT " I 15 i z is i 1 I = r Sig NO a r g J r 1 f ¢� 4 v a j rNHOF _ or 5 S LANE N # C,V � I a� !; IOp � s� UATT �2 — SKY 110000 LANE N.E. v 4 n FPIn n nW n WPI FRIDLEY MUNICIPAL CENTER - 0431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55132 - (612) 571-3450 - FAX (612) 571-1287 July 30, 1997 PW97-111 Mr. David Landes 5928 Woody Lane Fridley MN 55432 Subject: Storm Water Repairs Dear Mr. Landes: 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 construct a second catch basin on the easterly end of the cul-de-sac and connect it to our storm water system. An analysis of the current inlet indicates that it does not provide for total capacity of the storm system. Accordingly, the additional catch basin will reduce the amount of ponding and allow the water to enter the storm system at a much faster rate. Sincerely yours, �� John G. Flora Director of Public Works JGF:cz Eng x6n�c� S IrCC15 Mamtc`nancc — - -MEMORANDUM TO: William W. Burns, City Manager PW97-225 FROM: John G. Flora,'Public Works Director DATE: August 13, 1997 SUBJECT: Storm Water Drainage Update The following is a status of where we are in regard to the eight problem areas identified as a result of the July storms. 7130 Riverview Terrace, the open grid lid has been placed in the street. This Saturday, weather permitting, we propose to construct a swale at 6397 7`h Street as well as the berming on 1499 Arthur Street. The additional catch basin on 5928 Woody Lane is being installed today. Easements for the additional storm line at 6090 Woody Lane have been received We are preparing specifications for that contract work. The pressure relief manhole covers for 569 Rice Creek Terrace and 1280 52nd Avenue have been ordered. Upon receipt we will install them. ' JGF:cz rAm GiYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 August 29, 1997 Mr. Dave Landis 5928 Woody Lane Fridley, MN 55432 Subject: Storm Water Damage Dear Mr. Landis: PW97-137 The City has received information that there are federal funds available to assist in repairing storm damage as a result of the July 1997 storms. If you are interested I suggest you call 1-800-462-9020 to find out what support you might be eligible for. The agency will require your name, address, telephone number, insurance carrier, any funds received as a result of the storm damage, plus the date of damage. Based upon that information they will then be able to process your request and indicate what kind of support may be available. I understand some projects may receive grants and others may be eligible for low interest loans. Accordingly, your project may be eligible for one of the two if you are interested. If you need additional information, please contact me at 572-3550. Sincerely yours, ohn G. Flora Director of Public Works JGF/jmv CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner — Also Replacement Furnace (Side Vent — Fill Out Back) Gas Piping (Needed with new furnace) Gas Range Gas Dryer *Air Conditioning — All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1 % of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work Rate TOTAL $ 30.00 $10.00 $L0 6 $10.00 $10.00 $ $ 25.00 $ Effective On January 1, 1998 JOBADDRESS y 6 ��s� i _ ,�1 9� I I/ 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 Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. 11998 OWNERa�� BUILDING USED AS ESTIMATED COST PERMIT NO. DESCRIPTION OF FURNACE AND OR BURNER $ No. of Heating Units Ciicle One (Sty Trade Name (',4 41—' A: BTU HP State Surcharge $ .50 !am) (Hot Water Warm A Size No. EDR 1; Tc•tal Connected Load Burner Trade Name BTU TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMJT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $42.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. HP Size No. EDR HEATING COMPANYJ,' SignedB Tel No. Approved By Rough—In Date Final Date FILL OUT BACK SIDE JSTACK VE RIFICATION ON REPLACEMENT FURNACE Remarks: �' S VIE /V ri5 D List ALTERATIONS Being Done: HEATING CO: Signed By: Date: CHIMNEY AND STACK VERIFICATION The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined Yes (ref No ( ) 2. Is free from rust or deterioration Yes (f -f No { ) 3. Has no foreign objects lodged within Yes (vJ No ( ) 4. Is securely supported . Yes (k-� No ( ) 5. Meets all current Code requirements for size and total BTU's connected Yes (t4 No ( ) 6 Has total heating BTU's of 06) All other BTU's © 000 6J �► �r TOTAL BTU's % of O G'0 C� No 7. Has a liner been provided for water heater Yes ( ) 8. Has combustion air been provided for water heater Yes ( ) No Remarks: �' S VIE /V ri5 D List ALTERATIONS Being Done: HEATING CO: Signed By: Date: City of Fridley THE TWINS SUBJECT BUILDING PERMIT PERMIT NO. 18426 � ® COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. 1 e � CITY HALL FRIDLEY 55432 612-571-3450 RECEIPT NO. NUMBER 910-F15 REV DATE 10/27/98 PAGE OFAPPROVED / / BY JOB ADDRESS 5928 WOOdv Lane NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION I SEE ATTACHED DESCR. 6 1 Meloland Lakeview SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Dave Landes571-9070 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Right Way Roofing 164 -9679 3999 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 Wx REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof house and garage 26 S Tear-off 8 CHANGEOFUSEFROM TO STIPULATIONS Underlayment must comply with the State Building Code. SEPARATE PERMITS ARE REOUIREO 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 ZONING SO. FT CU FT. 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 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 $2228 SURTAX DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PERMIT FEE $74,75 SACCHARGE Fire .SC $2.23 PLAN CHECK FEE TOTALFEE Lic nse SC AS-fln 1$83.09 SIGNATURE Of CON'RACTOROR AUTHORIZED AGENT IDATE, WHEN PRO ERJfYIVALIDATED THIS IS YOUR PERMIT � SIGNATURE Of OWNERiif OWNER BWLDERi iOATEi BL,OG is pA TE NEW " [ j Effective 1/1198 ADDN [ ] CITY OF FMLEY ALTER [ l SINGLE FAMILY AND DUPLEXES R-1 AND R-2 � BUILDING PERMIT APPLICATION 0 C0nStrQCti0nAddreSS: 5928 W o o d v Lane Legal Description: Owner Name & Address: Dave Landes 5928 Woody Lane Fridley Tel. #571-9070 Contractor; Right Way Roofing MN LICENSE# 3999 Address: 16475 45th Ave N Plymouth MN 55446 Tel.# 557-8678 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: Tear off on house and garage, apply ice and water shield Construction Type: Single Family Estimated Cost• $ 6,000.00 (Fee Schedul a on Back) 2 6 s q s. Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $ 2228.00 DATE: 10/23/98 APPLICANT: Right Way Roofing Permit Fee $ 74 7-5 Fire Surcharge $ 2.23 State Surcharge $ 1.11 SAC Charge $ License Surcharge $ 5.00 Driveway Escrow $ Erosion Control $ Park Fee $ Sewer Main Charge $ TOTAL $ 8 3.0 9 STIPULATIONS: CITY USE ONLY Tele # 557-8678 Fee Schedule on Reverse Side .001 of Permit Valuation (1/10tth%) $.501$1,000 Valuation $1000 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 [ ] Not Necessary [ ] Building PLUMBING 7 - Inspections RESIDENTIAL APPLICA'T'ION TRece�ivedy- 763-572-3604 CITY OF FRIDLEy DATE V - YOUR E-MAIL ADDRESS SITE ADDRESS 9 �j 2 ,"� NbiA (4 t ('Q CC_ THIS APPLICANT IS: O OWNER CONTRACTOR PROPERTY NAME: OWNER/ TENANT ADDRESS: ��C.6'yu CITY STAT IP PHONE: (ate a I CONTRACTOR NAME: Champson 0012c TV P'i SUBMIT A COPY OF STATE LICENSE # 651-365-1340 EXP DATE '�J-- YOUR STATE ADDRESS: 3670 Dodd Rd. #100 CITY STATE ZIP LICENSE WITH PHONE �� 13& APPLICATION PERMIT TYPE PSINGLE FAMILY 0 TWO FAMILY 0 TOWNHOUSE TYPE OF WORK: 0 NEWPEREPLACEMENT DETAILED DESCRIPTION OF WORK PER MS 1613.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installatiou or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 = $15.00. Labor cost between $300 to $500 = cost of labor x.05 = FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (INDICATE TOTAL NUMBER OF EACH BELOW) _ BATH SINK/LAV FLOOR DRAINS WATER PIPING —SHOWER _ BATHTUB — GAS PIPING � cn7a�c� _ SWIMMING POOL WATER SOFTNER ($35) TCLOTHES _ ___. WASHER _ KITCHEN SINK _ WATER CLOSET PREV. ($15) _BACKFLOW DISHWASHER ^ LAUNDRY TRAY _LWATER HEATER ($35) FOR IRRIGATION WATER METER _ OTHER wo Permit Fee $.�� Number of fixtures @ $10.00 x $10.00 = $ Surcharge .50 Number of fixtures @ $15.00 x $15.00 = $ Number of fixtures @ $35.00 x $35.00 = $ TOTAL DUE $ � . State Surcharge = $ .50 Total = $ THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED FI hereby apply for a building pernit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all wok which requires review and approval of plans. SIGNATURE OF APPLICANT PRINT NAMER�i�,�j �� .Y t_ V DATE City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 Building Inspections 763-572-3604 DATE 3l d SITE ADDRESS .� THIS APPLICANT IS: TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE 0�'� �� BUILDING Permit No.:_ RESIDENTIAL APPLICATION Received By; CITY OF FRIDLEY Date Rec'd:-� YOUR E-MAIL ADDRESS ■ • q; PHONE:__ (.3- r7a 2� 2 1) NAME: STATE LICENSE # EXP ADDRESS: .�) O �.,2 N . �¢ ✓ r.� S � A PHONE fI LAI,- WAW - I Iv �9-7 DATE _ 3 — 31 0 za�n '16 TEMP fLgJ.J 9✓1STATEN ZIPSS3o 3 SIDING ❑ Vinyl ❑ Aluminum ❑ Other W—INDQWfi IN EXISTING OPENINGS ❑Yes ONo OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO RF rkfSTALLED NUMBER OF WINDOWS BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) ❑Soffit ❑ Trim ❑ Fascia LOCATION OF WINDOWS ALL Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge JOB FOR NEW CONSTRUCTION INCLUDING DECKS, I. Site Plan/Survey showing the existing structures and proposed project. 2. Two sets of construction plans 3. Energy Calculations '7. See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1675 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$21=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks payable to: Citv of Fridiov Aff— THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an applic orap rmit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all wor hich r fres review and approval of plans. SIGNATURE OF APPLICANT PRINT NAME M —DATE_1/0 36 0 ❑ BASEMENT FINISH U WINUUWS ❑ DRAIN TILE ❑DECKOOF ❑ SIDING ❑ OTHER TYPE OF WORK; ❑ SWIMMING POOL ❑ W CI ADDITION MAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: SIZE OF IMPROVEMENT LENGTH ---UN--LY WIDTHROOMUG HEIGHT NUMBER OF SQUARES Ps' ❑ HOUSE ,(HOUSE & GARAGE S . Ft. G ES PROPOSED SIZE: ❑ ATTACHED GARAGE BASEMENT 1. REMODELING SUBW Existing Floor Plan PROPOSED HEIGHT: ❑ DETACHED GARAGE 2• Proposed floor plan 3. List of structural members to be used SIDING ❑ Vinyl ❑ Aluminum ❑ Other W—INDQWfi IN EXISTING OPENINGS ❑Yes ONo OR FOR NEW OPENINGS -DESCRIBE SIZE OF OPENING CHANGES & TYPE OF WINDOW TO RF rkfSTALLED NUMBER OF WINDOWS BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) ❑Soffit ❑ Trim ❑ Fascia LOCATION OF WINDOWS ALL Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge JOB FOR NEW CONSTRUCTION INCLUDING DECKS, I. Site Plan/Survey showing the existing structures and proposed project. 2. Two sets of construction plans 3. Energy Calculations '7. See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1675 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$21=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( ) Make checks payable to: Citv of Fridiov Aff— THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an applic orap rmit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all wor hich r fres review and approval of plans. SIGNATURE OF APPLICANT PRINT NAME M —DATE_1/0 36 0