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PRE 2010 DOCSCITY OF FRIDLEY APPLICATION FOR RESIDENTIAL BUILDING PERMITS (New, Alterations, Additions, or Repairs) 9'4, y7/ OWNER: ADDRESS: 1E1 S LUE-01 _LA� :iolftp TEL NO: BUILDER: ADDRESS: TEL NO: / Construction Location d STREET NO: (zSTREET: 0) � AC J ! A LOT: 9 BLOCK: ADDITION: , AM 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. DESCRIPTION OF CONSTRUCTION Front: Depth: Height: Squane Feet: Cubic Feet: Front: Depth: Height: Square - Feet: Cubic Feet: Type of Construction: Estimated Cost: $ `!b Be Completed: 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. DATE:. SIGNATURE: Stipulations: City of Fridley SUBJECT O. 62 31 AT THE TOP OF THE TWINS BUILDING PERMIT COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. 3 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 6/8/81 JOB ADDRESS 6390 - 7th Street N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 9 1 Alice wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rodney Billman, Inc. 151 Silver Lake Road, New Brighton, 55112 633-0536 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS SEPERATE PERMITS RL'"YUIRED PIR "Mo. 6 USE OF BUILDING REATtNG, PLUMBING AND SIGNS; Residential 7 CLASS OF WORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ M jjjAD1jjfiM1E 8 DESCRIBE WORK Construct a 22' x 24' Dwelling and a 26' x 20..5' Garage Before digking Call local utiliti TELEPHONE - ELECTRIC - GAS E 9 CHANGE OF USE FROM TO STIPULATIONS Provide sod in the front and side yards- Provide a verifying 12W=3 X=X survey to the City before capping. Provide a hard surface driveway. Minimum basement floor elevation is 846.5 - Minimum walkout elevation is 851.0 WATER & SEWER LOCATION: See attached sketch. THI CITT OF ; MOMY DOES NOT GUARAHM TMt! ACCURACY Of UMITY LOCATIONS AND IILEVATION& THIS DATA IS OOR INFORMATION PURPOSES ONLY AND PERSONS USING R SHOULD VENY THS INFORMAT04 ON THE SIT% TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, Wood Frame 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 ] 998 + 533 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 $52, 050 $26.03 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 $26.34 $582.72 SIGNATURE OF CO ACTOR OR NUTHORIZED AGENT (DATE) OPERLY VALIDATED THIS IS YOUR PERMIT OAJE k2;i� GNATUR OW NER IIF OWNER UIL I IDATEI -von trIM ilosil Hof 14 -3 *9L61 '7',-I-q'WVAOS �Q .4 -'11: IV141 �uz;-nv Ito ON oc jacovA LAr. j t—.OK.v A- og rb, r o. 9B ��1 �[) 4S G J ti ='.: -.a. QD Gly 1. .'., \. :w. �C Irw JL Z I C. f, C1 M00 LL_ JL - 001C co al't'Le 42 -von trIM ilosil Hof 14 -3 *9L61 '7',-I-q'WVAOS �Q .4 -'11: IV141 �uz;-nv Ito ON CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL_ BUILDING PERMITS (New, Alterations, Additions, or Repairs) OWNER: LDUILDER: ADDRESS: ADDRESS: • ke TEL N0: TEL 110: "w1"W • Construction Location STRLtiT NO: �p V STREET: LOT: BLOCK: �� ADDITION: Corner Lot: Inside Lot:^ Setback: 3 �� Sideyards: Applicant attach to this form two Certificates of Survey of lot and proposed building .location drawn on certificates to scale. DESCRIPTION OF CONSTRUCTION front: Depth: height:We �� I • Square. Feettag" Cuaic Feet: �7e�� Front: Depth: height: /D Square -Feet: cubic Peet: �Q Type of Construction: �i�I�.� Estimated Cost: To Be CJrapleted: F 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 vork 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 ui this application true and correct D.3TE: G_ / t% SIGNATURE: � Stipulations co S.0 Z t. • 03 1.0 is Amwwr 69ub' I h 05'amsA _ OIL (.•zgs� ALCS' 41 x Us is x zw$I.--z)a $I. ,V-[.'9 x IJfJ�q, q x -mss L(5 z 7Z A V' 02 Pati vvv W?.l S aG -Z °�2 X X 2 ers : Z 1� 2 s72 ^o'7 u� Co e.?.s -m tz;�hz "",y,rv"l '"yuM01 - r— --A, T wln EXTERIOR ENVELOPE AVEIU)1UL u UUV1ru 171 L LUn OWNER • SITE ADDRESS b. b® X „vu l DATE / PHONE CONTRACTOR/� `n t�� Z% Determine working square footage of -each. _ e . 2�0 J x /7 1. Total exposed wall area ft. x 7 _ X IOU 11 07t 2. Total roof/ceiling area .f �..�� sq. ft. x is �� _ ~ �:Y=" Total exposed wall area above floor a. Total wall window area ...................•.••••• i VA y b. Tctal door area .............. ... • ... • . •.• • • •_�� c. Total area. d. Total wall area..l cvY� Vic; °fe • lQ �t°•s� • e. Total wall framing area (average' 10%) ........... 1% G f. Total net wall area above floor ................. o g. Total ri joist area ........................... Total exposed foundation area = 7 Yo- h. O h. Total foundation window area .................... /a i. Total net foundation area above grade........... 7 - Determine Determine "U" value of each wall segment. r- b. b® X „vu 13 = ,gym .7 X flu If d e . % Z G X IOU IN f X IOU 11 07t 9. X flu .t h. �,►1 Cum /O X -27 IOU of 4X -LG CZE i . z -A3 X IOU 11 3. ..............................Total r- Total crtl)or:rcl roof/ceiling area = /?, _A' C -n in. `total ,:kyl irlht- arra ............................ o n. 11otal. roof./ceiling fr,uni.ncl area (average 10%) ... Z o. Total net ins,ulaLed roof/ceilinU area........... Determine "U" value for each roof/ceiling segment M. —0— X #lull= p �- n. /2.G _Y, nun o. /1 30 x ..U., 4 ........................... Total - If tot4l of ''4 is the same as, or less than #2, you have met the intent of SBC G00E. (c) 1. Alternate Building Envelope Desiqn To utilize the total envelope system method, the values established by the sum of itc:i:; ;`3 and 144 shall not be greater than the stun 'of items #1 and #2. 1. + 2. G Z. J�o = .39 1.03 + A o = 037,0 13. 3. 7-7- 2- + 4. : x,67 >i 3, 46_ Z73. 7 ;44', o 0 x,37 a a OP N0.4?3-15 BX I93W.19 -a It'! 4 4 7 ff s ts TH SUi; Olt 0 A YE 0 mi v 9 833 d Tv t I' , 0 0 Z A !Nag - V -S U.� do 10 od 4f A, i; 41 if IL 41 24 IN ,o,mr7 --coimf- Op .71L11tvalf , of -.7141L ewgj7Akr to M, s -LOA, A9PjT1O)4;­7H"M1. Aid 0 _A17 .Df movsmpppmzj' tile. -r& 17140W IMM 7F 89659,33o1/". to 4. 17 124.01 �,il r 0 d ID j,2• V 0 co • AI AM jtt -LAND Lai 120.09 ow A di ti 0 FI p wr 25 C3 W. lot d ai Y1 A�- �o 0 0 7 r -40.00 -7500--- ;K-7500 cd; 01 Raw 0 ps d 10 it L 4 r, -41 ill 76.00' Jq 3 o 75.00 664 0 063 R1)., E.* b, i 3 CITY 6 FRIDL,9Y APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES PARTIAL RATE SCHEDULE 4 W '— �/ GRAVITY WAIN,A111 RATE TOTAL cob Address , /1!. Furnace Shell & Duct Work $12.00 $ Replaoditht OUPurnace 7.00 7.00 $ $ hepAttment of Buildings + Repair® &Alttltatiana-up to $500.00 4.00 $ City of Fridley Repairs & Alterations each add. $500.00 T01% #571-3450 MECHANICAL WARM AIR: The undersigned hereby makes application for a pesmit for th6 Ybtk hu*JA $12.00 S—�jv$� specified agreeing to do all work in strict accordance with th6 !City OOdea - Furnace Shell & Duct Work to 100,000 STU 4.00 - $ and rulings of the Department of Buildings, and hereby decide*00 that all the each add. 60,000 BTU Replacement of,r4rnace 7.00 $ facto and representations stated in this application are tragi and b0treet. Repairs & Altarations-up to $500.00 7.00 $ J 19� Repairs &Alterations each add. $500.00 4.00 $ Fridley, Minn. STEAM OR HOT WATER SYSTEM: dF9fTBk t I M/ew i __........_..... _...._.... Boiler & Lines up to 100,000 BTU $12.00 $ kfK0 OF BUILDING /'if ~11(-!� each addn. 50,000 BTU 4.00 7.00$ $ - itSED AS Boiler only up to 100,000 BTU each addn. 50,000 BTU 6.00 $ A 'io0 BE COMPLETED ABOUT d o I L BURNER- to 3 gal. per hour $10.00 each add. 3 gal. per hour $ ESTIMATED COST �P ; CAS BURNER- from 100,000 BTU to 199.999 STU 016.00 $- OLD 4 BUILDING PERMIT NO. PERMIT NO. (over 199,999 BTU see Fee Schedule) $` GXS FITTING FEES: 1st 3 Fixtures x $•1.00 $ 5"00. DESCRIPTION OF FURNACE/BURNER Additional Fixtures - x $ 1.00 $ 1 / Gas Range'bo 199,000 STU x $10.00 $ HEATING or POWER PLANTS, Steams Hot Water, Warm Ai No. AIR CONDITIONING $ Trade Name C°�i°r[�. �C�d?. Size No. FAN )(EATING SYSTEMS See Fee Schedule VENTILATING SYSTEMS Ss $ Capacity /Fs;?S ( Sq. Ft. EDR/&, TU $p ALTERATIONS S REPAIRS State Surcharge $ .50 Total Connected Load Rind of Fuelf(?"A.P TOTAL FEB $ .-SO BURNER -Trade Name Size No. INSP. I Capacity � ` rsq. Ft. EDR, STU HP ROUGH REINSPECTION FEE RAY N. WELTER HEATIN O Date($10.00) F1NAL INSP. '.Z- �. Company Date Signed By Minpea olis, 4 t 4 APPROVAL FOR PERMIT/N/ MINIMUM FEE FOR ANY HEATING PERMIT IS $7.50 PIMS $.50 STATE SURCHARGE mE�i -Loss CALgULATIONS DEPARTMENT OF BUIL CSS WEEATkM MPS I H -V -L I TYPE OF CONSTRUCTION INSULATION — — --- Windoaa I DOOM 1 OIaO. W-11 Int Wan C>ailn Roof Floor land ( Coiling � Won Y"—me Y03®No I 19— / �, lG�riJ pja R Long& %4 VAdth l'Z Kelgbf FL + Rom j Iangtb Width maigm I 'il/INDOWS and DOORS ® CRACKAGE and AREA WINDOWS and DOORS ® CftACKA E and AREA Width Haight Ne. nes A"& Width I Haig me noe Aresa fl No of pan® of paae II hta o4 erste Iq. fP. NO. of pane of pane 114 of ernes 2. ff. /1n u ,n VaZ 1 --5 Ll Ae 11161.E r7-�lll l I T$ I - Road k ( V idth liotght , L©Agth Wldfb f Flas3glab WINDOWS and 0 ® CRACMAOE and Al*A I IA . WINDOWS and DOORS ® CRACKAGE and ARI I K�Idalh I Ala 1 V W.. Arae I Wldth I Hai Ka- of . Un d ft_ . Arm r 1 1 Ceef. Btu.Dfe. In0rafion ®om °"0 1rsi3lfraZ. _ Wen Coe# Ilea Elsp. waft (dCf Infilfratiosj s 4S( .2.30 elate wag- eo-z - &p. wan /If C) Mgt rap. Wan 7 C=, o t. Wit r'7 7 / 2 ave c1 Int. Wan C !®O j f� ISR Wag ' ':Mm or Floor a �7 Canine or Floor Crines or Tall 9fiL CC% ad s Total W lwal Btu. Q,DZieed sq. ft ED. E' or sq. TAs. W.A. Lader aura sq. ft ED. L or sq. Ills.. W.A. Leader areaufred Required sq. ft. E DA . Tim W.A. leadar aro© FL . Roams lsngt6 Width Height FB.j Room LeaDfb L WW& / Haight WINDOWS and DOORS ® CfACKA6S and AREA dth Haight Ple. LI W. Area OCs, of peso of Rome of nock aq. ft. s T$ I - Road k ( V idth liotght , L©Agth Wldfb f Flas3glab WINDOWS and 0 ® CRACMAOE and Al*A I IA . WINDOWS and DOORS ® CRACKAGE and ARI I K�Idalh I Ala 1 V W.. Arae I Wldth I Hai Ka- of . Un d ft_ . Arm r 1 1 F I 1 C40. Coe# Ilea mm�lresfioa �� Infilfratiosj -9=6 wag 1 wag- eo-z -7-C) falser lg— ow fip. Wan r'7 7 / EBF."wa l ' 2 C bL Wcm j f� ISR Wag a �7 air P Crines or CC% ad Tom M. ' lwal Btu. � 0 sq. ft ED. L or sq. Ills.. W.A. Leader areaufred . LD. R. or sq. Ina. W.A. Loader area " FL . Roams lsngt6 Width Height FB.j Room LeaDfb L WW& / Haight WINDOWS and DOORS ® CfACKA6S and AREA dth Haight Ple. LI W. Area OCs, of peso of Rome of nock aq. ft. s WINDOWS and DOORS ® CRACItAGE and AREA WId46 H010@. o. rtx� ft. Area ®. of pano of, N hfs of a�ar� '7�C _ • I i I i r� I Coe# Ilea mm�lresfioa �� Infilfratiosj %vel D E46 Wry L) falser W r'7 7 / Nd way . b& wan 7,54 7N2 j f� Imt. Wr.�3�" a �7 air P aIP Fieor - �2 Taw EVAL Total at, � 0 Edd sa1}, ft F,Q. L or sal§, bz. W. A. Leadw area Rcgaired sq. ft. 1- D. R. or sq. I. W.A. Leader arm B." loll r — E ;0555 CALCULATIONS DEPARTMENT CF BUILDINGS WEA-- EUTLIPSk AHd d ' TYPE OF CONSTRUCTION INSULATION Windows Doo -a Reference I1 Out. Well Yes -i No I Yet — td0 II lam.® U Int. Wap I Coilng Roof p®or I land I Coiling i Wen I 1 i _ FL Room Wwfb might N. Room I Lsngth?tel Width ( Haight WINDCWS and DOCKS — CRACKAGE and AREA Width Haight No. lineal Aram ,no. of Pani 10 paaa it of crack sq. it. -Z�LX r WINDOWS and DOORS — CRACKAGE and AREA Width Haight Ida. of L nes roe of pane Pana lightss of crack sq. ft. ✓N�o.— /or r ( 1 Coat. btu. 8116 Windows Infiltration Windows labihmfion EMP. Wap Esp. Wan TQC% Glans FI -4 Eap. Wall 5--s--) Not Esp. Wap _ IcL !Moil lat. Wap CQMag or poor Q Coiling or Floor (� Ta4al Bfn. Total Of, Required sq. ff. ED. R. or sq. ins. W. A. Leader arca Roquired sq. ft E. D. R. or sq. lea. W. A. Leader area m I Rao. I Long& Width 7 Haight FL I . Rsow Long& Width Height WINDOWS and DOORS-- CRACVAGE and Width Height No. of Uncal ft. of pane of lights ofcrack lJ' AREA Area sq. ft. WINDOWS and DOORS — CMCKAGE and ARS Vfidth moi e. of Lineal it. Area No. of Pana of pane lights of crack sq. ft. des$.t>a. Coad B$a. L.=Mrafien .®O04D - - ifl�lifrgideel Dom Ez,% Wag ® G�= . !tG v Gleams ' K-zt EqL Wap and Eap. waD 1115L WA bit. lwca oar Coiling or Floor Tamil DhL D Cde Total Bt, Rriorod 1q. ft. E D. R. or sq. inn. W.A. Loader are® Roquired sq. 0. E D. L or sq. ins. W. A. Lead©r area FL�y Room lnngta �- Width / :75 Floig6t FL I Room ` L"20 Width Height WINDOWS and DOORS — CRACKAGE and AREA width I Height No. of Lineal ft. Area NZ. of pane of ane lights of crack sq. ft. WINDOWS and DOORS — CRACKAGE and AREA Width Haight. Rio. noal ft. Area No. of pan!- of. 89 1106h of crack sq. ft. Cod. Btu, Coe g. Btu. nd ea lc0ration Windows Infilfrafion Windom �� ~ Ems. Wan Eap. Wan ESxm _ Glass kmf Est. Wall �� C, f �% S Not ap,Wap I.L Wali It. Wail Cog as Roar C. eerr pm TVW pts. `' Totol Btu. Raquirod sq. & D. R. or sq. ins. W. A. Loader arae Required sq. ft E D. R. ar sq. inn. W. A. Loader area mss lora osma GRAND TOTAL 1 CITY OF FRIDLEY APPLICATION FOR PWMBING AND GAS FITTING PERMIT RATE SCHEDULE PLUMING FIXTURE RATES: New Fixtures- Future ixturesFuture Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer NO. ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1% of Value of Fixture or Appliance RATE S 5.00 $ 3.50 S 1.50 S 4.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 5.00 $ 7.00 $ 5.00 $ 10.00 $ 10.00 Reinspection Fee $ State Surcharge ($15.00) TOTAL FEE TOTAL Effective Aug. 1, 1981 Job Address (� % (A) 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 Fr11�K.0 X Mn • r 19� OWNER KIND OF USED AS TO BE C ESTIMATED COST OLD - �UILDING PERMIT NO. PERMIT NO.(p Company P—a Signed By �7 Tel. No. �" P ROUGH INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE 4 a Water m M m M H R �p m +y+ N � w 30Heater O �N UN 41 NM O] a q� o O +pi 3 t0 o v a R1 0`� ai 3 w m w C) o� lec t2nd 3rd 4th (R) = Future Connection Opening Connected with Sewer (*) = New Fixture, Old Opening Water RATE SCHEDULE PLUMING FIXTURE RATES: New Fixtures- Future ixturesFuture Fixtures Old Opening, New Fixture Beer Dispenser Blow Off Basin Catch Basin Rain Water Leader Hydraulic Valve Sump or Receiving Tank Water Treating Appliance Hot Water Heater Gas Range Gas Dryer NO. ALL OTHERS AND/OR REPAIRS AND ALTERATIONS 1% of Value of Fixture or Appliance RATE S 5.00 $ 3.50 S 1.50 S 4.00 $ 5.00 $ 5.00 $ 5.00 S 5.00 $ 5.00 $ 7.00 $ 5.00 $ 10.00 $ 10.00 Reinspection Fee $ State Surcharge ($15.00) TOTAL FEE TOTAL Effective Aug. 1, 1981 Job Address (� % (A) 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 Fr11�K.0 X Mn • r 19� OWNER KIND OF USED AS TO BE C ESTIMATED COST OLD - �UILDING PERMIT NO. PERMIT NO.(p Company P—a Signed By �7 Tel. No. �" P ROUGH INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT MINIMUM FEE FOR ANY PLUMBING PERMIT IS $10.00 PLUS THE $.50 STATE SURCHARGE 1 CIiYOF 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. Tay Kersey 151 Silver Lake Rd New Brighton MN 55112 Subject: Storm Water Repairs at 6390 7th Street Dear Mr. Kersey: 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 an overflow swale from the street to the Village Green pond along the north property line within our 20 foot drainage utility easement. This swale will be mowable but will allow an outlet for any street accumulations of water to directly flow into the pond, thereby reducing the amount of water which could flow across the front of the property and around the south side of the house. Sincerely yours, john G. Flora Director of Public Works JGF:cz City of Fridley a] TO: William W. Burns, City Manager FROM: John G. Flora, Public Works Director DATE: July 8, 1997 SUBJECT: Storm Water Drainage Problems PW97-190 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. 6890 7th Street This property is experiencing a considerable amount of erosion or; 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 build up 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 1499 Arthur 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 MEMORANDUM TO: William W. Burns, City Manager PW97-202 FROM: Jon H. Hau aaas, 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 and associated costs. Unless noted, all labor costs will be absorbed and materials including sod are in inventory or bought through the 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 point of the street will be replaced with a grate lid to allow water to be taken in to the system at a greater rate and reduce ponding in the street. We have the grate lid in inventory so no additional costs will be incurred. 6390 7'h Street We will create an overflow swale from the street to the pond along the north property fine 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 past the driveway to the south. A significant rain will fill the gutter and overflow onto the driveway. We will 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/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. / - O�Itt A ftp Y C v L , Nc 2 tiFt u ¢ - �d. �o' o►i�. ea C�In r`t J N � v 1 �♦ 1 � � Q \ c ct il• r �� \�yI ge 41 bw Oj- hF onfu W , 1 ` ej ke- ! p 6 6 T14 OV 4 r L ko-� Isso" S'pF F, t awE 64Th AVE'vvc I ~ ¢ - W O y BLVD a co I t L � c 6390 7th Street LANE �. t f I5" 3T ENjF TO: William W. Burns, City Manager PW97-225 i 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 6390 7" 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 SUBJECT City of Fridley 2 6 8 4 5 AT THE TOP OF THE TWINS BUILDING PERMIT r t , R O. COMMUNITY DEVELOPMENT DIV. i /��� 16 _ L PROTECTIVE INSPECTION SEC. Y NUMBERREV DATE PAGE OF APPROVED BY CITY HALL FRIDLEV 55432 L J` 612-571-3450 910415 7/27/98 JOB ADDRESS 63907th St T LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED oescR. 9 1 Alice Wall Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Tay Kerse 3 CONTRACTOR MAIL ADDRESS #7 ZIP PHONE LICENSE NO. L & L Contractor 697-9455 20139735 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 10 REPAIR ❑ MOVE ❑ REMOVE S DESCRIBE WORK Reroof house and garage 24 S Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with 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 I 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 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT 2001 $1.00 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVI O NY OTHE STATE OR LOCAL LAW REGULATING CON- S CTION OR HE PER CEO C STRUCTION. $74.75 Fire 5C $2.00 PLAN CHECK FEE TOTAL F -7/2 License . 00 $82/75 NATURE OF aoRFOR OR AUTHORIZED AGENT ATEI PR PE BLDG-1,0SP L (DATE �$ I URE IT a )ATE SIGNATURE OF OWNER OF OWNER SUILDERI [DATE[ NEW [ ] Effective 1/1/98 ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: x,390 -T 7h S C Legal Description: I? s% x>r-ajtiPr - Owner Name & Address:1 �� «FP 5 CSI Tel. # 2 Contractor: f L 64pq�,+- r A-C-� o iz s MN LICENSE # Address: 15l r Are -,F ED Tel. # Z - 9 y55 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 Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Len Width Hgt/Ground dth Sq. Ft. OTHER: 2 000 S /d�- U Construction Type: 2,1) Estimated Cost: $ (Fee Schedule on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: -7 L, i APPLICANT: Tel. # WgE,--z z- - CITY USE ONLY Permit Fee /-� $ / �•S Fee Schedule on Reverse Side Fire Surcharge $ .001 of Permit Valuation (1/10th%) State Surcharge $ /.00 $.50/$1,000 Valuation SAC Charge $ $1000 per SAC Unit License Surcharge $ ,�� �"'Z3 $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 STIPULATIONS: City of Fridley TO: William W. Bums, City Manager FROM: John G. Flory, Public Works Director DATE: September 6, 2000 SUBJECT: 7`h Street Flooding PW00-114 In the past on a few occasions, the intersection of 64`' and 7t' Street flooded during a major storm event. In 1997 after a major storm, the Cityworked with the property owner at 6390 7' Street to construct a swale along his northerly property line to provide an outlet for the water accumulation in the street to drain into the Village Green detention pond, thereby eliminating the threat of water entering the residence. This work was completed in July 1997. Since that time we have had no problems in that area until the recent rain event of September 2, 2000. During that event the water did build up in the street as a result of an intense short duration rain. No property damage was noted. It appeared that the system operated as intended and designed This area of 7' and 64' is a low spot and the surface waters drain into a pipe system which collects water from a large area to the east. As this system fills up the pipe, the water collected at 7 h and 64`h cannot drain until the downstream pipe system has space. A question arose as to what can be done to improve this system. Since this drainage area collects water along Mississippi Street from Highway 65 to University Avenue and drains through a pipe system to Rice Creek. To alleviate this problem, an additional storm sewer line would have to be constructed on 7' Street to 67`h Avenue then down 5`h Street to Rice Creek Terrace and then through property on the drainage easement into Rice Creek. This would result in considerable disruption of traffic and services to all the homes as a result of a new storm water drain line. An estimate for this additional pipe is $350,000. If the council desires to do such an improvement, we can develop specific plans. JGF:cz unroF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 July 30, 1997. PW97-111 Mr. Tay Kersey 151 Silver Lake Rd New Brighton MN 55112 Subject: Storm Water Repairs at 6390 7th Street Dear Mr. Kersey: As a result of the exception rains that the City experienced during the first part of July, the City staff has been reviewing the storm water effects and possible improvements that can be made to the surface water system as a means of reducing damage and/or precluding further reoccurrence of some of the experiences this past month. As a result, the City proposes to accomplish the following action adjacent to your property as a corrective measure. If you have any concerns or questions regarding this proposal, please contact me at 572-3550 so that we may answer any of your concerns and schedule the appropriate work. We propose to construct an overflow swale from the street to the Village Green pond along the north property line within our 20 foot drainage utility easement. This swale will be mowable but will allow an outlet for any street accumulations of water to directly flow into the pond, thereby reducing the amount of water which could flow across the front of the property and around the south side of the hodse. Sincerely yours, 'John G. Flora Director of Public Works JGF:cz w 31n nO0d9 •J)Y1S dOitta � Llelif Ulmrp _ � — • � � ll Llai � I 17)Yat • I 7 r 47 OIM O /l7das d7rn• 1 p • f a)7Yai o NO$D7t+ inII V A30M Y tl )rlt �>NIAO' t Y� O •�' ~g) " 1 )7Yai 70YMOw O 1^� r Ob a77dai MOi�Otll h o � + � � ~ 1:71111 MOiYi/11+ fr ' « • 10' fH, 30 • l 7111: M 1 C • s H r • $1 I l lb �/4 e � - e- - f Flora. John From: Lawrence, Paul Sent: Monday, July 10, 2000 7:22 AM To: Flora, John; Haukaas, Jon Subject: Drainage 7th Street There was a message on the voicemail at the garage this morning from Dan Cursey (sp last name 6390 7th Str 586- 0060 (H) 890- 3300 ext 239 (W) he stated that he wanted to talk to a engineer about a drainage pro . ack yard. I believe this house may be near the area where we constructed the drainage depression from 7th street to the retention basin a few years ago. The retention basin does usually fill during heavy rains such as those over the weekend I will have Greg check this morning to make nothing is blocked. C LAWRENCE, PAUL E. ge" ie'-t/f CITY OF FRIDLEY BUILDING INSPECTION 6431 University Ave NE Fridley, MN 55432 763-572-3604 FAX 763-5711287 RATE SCHE,QULE Residential Furnace Shell and Duct Work, Burner & also Replacement Furnace Gas Piping (New Furnace, Fireplace, Insert) Gas Range Gas Dryer *Air Conditioning - All Sizes All Other Repairs or Alterations (List on Back) 1% of Value of Appliance or Work Minimum Fee $15.00 for Residential or 5% of cost of Improvement whichever is greater Effective 4/1/2004 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES JOB ADDRESS Fee Total Owner —Ea )] mja $35.00 $ Building Used As $10.00 $ ESTIMATED COST 45CO. PERMIT NO $10.00 $ DESCRIPTION OF FURNACE AND BURNER $10.00 $ # of Heating Units Circle One (Steam) (Hot Water) Trade Name °-1�,1^�- Size No. $25.00 t ' � BTU HP EDR Fuelrii Total Connected Load $—ulBurner Trade Name Size No. BTU �® H" p� w ` EDR —j- � ti Commercial/Industrial/Institutional 1.25% of Value of Appliance or Work (List on Back) Minimum Fee $35.00 for Commercial/Industrial/Institutional State Surcharge TOTAL FEE REINSPECTION FEE $50.00/HOUR *, 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 CII the facts and representations stated in this application are true and correct. $ -50 *Air Conditioners can not be placed in side yard without written approval from adjoining property owner - copy to City FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE �0 0 HEATING Tel Signed FAX Date Approved Date Final FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS COMMON VENT VENT CONNECTOR AND, COMBUSTION AIR VERIFICATION When replacing an existing furnace, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported -and firestopped�where required. Yes ( No ( ) The venting system is plastic/PVC and meets all current codes and manufacturer Yes No specifications including sizing, length, number of elbows and termination. () Type ��lcss The undersigned also verifies that the replacement unit is a listed assembly ft Length __3 ft and meets the curret)t codes and manufacturer's specifications. This does Type �fis s include AGA-GAMA Category I Central Furnace Venting Tables for fan ft Length ft assisted and natural draft appliances. Yes ( No ( ) The existing combustion air is sized and installed to meet the current codes and manufacturer's specifications. Yes ( No ( ) When required to install a new combustion air, it will be sized and installed to meet the current codes and manufacturer's specifications. Yes () No When installing a new venting system, the undersigned hereby -verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Yes No( ) Venting Tables for fan assisted and natural draft appliances. Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented Yes �4, No( ) separately as per current codes. Appliance Type and Size/Common Vent and Vent Connector Information Appliance #1 Type 1110, Oyv BTU Input, 0�V Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances 12, Total Btu Input ku Common Vent Type C%Q ss /3 Vent Height Diameter % inches Appliance #1 Vent Connector Height 3 ft Length -2--ft Diameter Vin Type ��lcss Appliance #2 Vent Connector Height .9 ft Length __3 ft Diameter �_in Type �fis s Appliance #3 Vent Connector Height ft Length ft Diameter in Type Ce HEATING CO - Signed By: �� Date : 3-1 2 - NUAL J: 7th Ed. I Nems of room EMfm kom Whoto houwl* 3 [ t eVmWWM 194.0 ft 154.0 R CuiingeCondit. 0011on 80 R d 8.0 $ hmuc o1 R TYPE OF cs NTM lr]iPO RE area LoW (C1va Area lom 11510) Area grya N0. Nt9 C4(ft°j NoLib (In Htg I cig Hig C19 Ht9 Gig S Grose a 12C 0.1 2.1 1232 "" •^• 1232 •"• .N. .... ,.,, .... Exposed b 14A 45.0 6.3 308 «•• ••« 308 ••» »» ^\. .... ... Walls anti c 16A 11.3 0.0 770 '"•• ^•• 770 •»• N« .... ..,. .... .... part) tm d 0.0 0.0 0 •\N •••• p «•• •••• .... .... \«.. «.. r 0.0 0.13 0 nN ..» 0 »» .... ^« .... ,... ...• a Windows and a 2& 420 70 2999 '•'• 70 2983 •••' «« ..,. 91aea doors b 0.0 0 0 "•' 0 0 "'• »» .... 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D .... .... .... .... ;:.: m"111110 redriw buum •... 0 »N N» 0 .... .... «.. .... .... 14 Dost im OVA 0 \N+ DIA ,.,. .... DA 15 TOM toss c 13+14 NN 83281 - •••• 83281 «•• •». »n .... .�..�. 18 ple trtt gains: pert' 4 1200 ••N 111 ® 1200 T +8..+12+18 SUbIO�t�RS�/H ^» 1 12ou 'M1200 '••' 182BS "" 1 '•" 1$283 "" m ""+ ++N n\• D �gmna Lose •..• \NI 0 «M »« 0 ..« «.. .... .... C rw9strittu9on oaft .... .... 00 .... 0 NN .... .... .n\ Duc, t8 2g Tota18H gainb(17.18)`PLF Air rcqW (cfm) 1.00 "'• ••'• 18285 1.00 ••'" 18.18,9 "" •••• 978 978 •»• 978 978 "•' •^• 21 3uilding $ BUILDING See Back Page for Fee Schedule Permit No. inspections RESIDENTIAL APPLICATION 'urcharge Received By 763-572-3604 (.0005) times the total job valuation — Minimum $.50 CITY OF FRIDLEY $ D v DATE 9 t Y / O YOUR E-MAIL ADDRESS 6i S tell i 0 J),L. S. t* d M ,ITE ADDRESS 3 g 7 $ -�/r L4 AC Charge THIS APPLICANT IS: ❑ OWNER 'RCONTRACTOR $1450 per SAC Unit (Plans to MWCC for determination) PROPERTY OWNER/ NAME:T A /` Q 71t - TENANT TE1�tANT ADDRESS:_ 3 O 7 n S� / y CITY i'5" / (f (e V MA STATE ZIP S S 1y 3 7 PHONE: ark Fee $ Clear Choice Windows 'Jodi 19 E(d c l J b n 4 5 CONTRACTORNAME: $ _ STATE LIi 1129 Riverwood Drive q S a 3 q.5 - (. o y 7 SUBMIT A COPY OF Burnsville MN 55337 ' STATE YOUR STATE LICENSE WITH APPLICATION ADDRESS CITY PHONE Ph. 952/895-8888 Lic#20637154 Is SINGLE ;E ZIP PROPERTY TYPE ❑ TWO FA _ .'ORIES PERMIT TYPE QADDMON ❑GARAGE/SHED EkWINDOWS ❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE ❑ DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: ❑ NEW ❑ ADDITION MAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: 13 0 /ll elft w r1 3 / J i O i% / >IZE OF BVIPROVEMENT LENGTH WIDTH HEIGHT Sq. Ft. tOOF NG ❑ HOUSE ONLY ,'UMBER OF SQUARES ❑ HOUSE & GARAGE BASEMENT REMODELING -SUBMIT: ARAGES ❑ ATTACHED GARAGE I. 2. Existing Floor Plan Proposed floor plan ROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used 10POSED HEIGHT: ;IDING FOR NEW CONSTRUCTION INCLUDING DECKS, I Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: 3 Aluminum ❑ Trim 1. Site Plan/Survey showing the existing structures 7 Other ❑ Fascia and proposed project 'INDQWS 2. Two sets of construction plans ',T EXISTING OPENINGS yes ❑No LOCATION OF WINDOWS 3. Energy Calculations FOR NEW OPENINGS -DESCRIBE SIZE OF PENING CHANGES & l 3 YPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: (USING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ 5 B o OCCUPANCY TYPE 'ermit Fee $ /.?5 . ? See Back Page for Fee Schedule 'Ian Review $ 65% of Building Permit Fee 'urcharge $ ,i q u (.0005) times the total job valuation — Minimum $.50 'ire Surcharge $ 15-40 .001 x Permit Valuation (1/10%) icense Surcharge $ 5 . y o $5.00 (State Licensed Residential Contractors) AC Charge $ $1450 per SAC Unit (Plans to MWCC for determination) :urb Cut Escrow $ ft + 6 ft = ft x $20 = $ ;rosion Control $ $450 Conservation Plan Review ark Fee $ Fee Determined by Engineering ewer Main Charge 'otal $ Agreement necessary ( ) Non Necessary ( ) Due $ 3.8.j Make checks payable to: City of Fridley Attach Stipulations THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in :)nformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a em -it but only an application for a permit and wor not to start without a permit; that the work will be in accordance with the approved Ian in the case of all work which requires -re ' w pproval of plans. 9f// tv J C3 :GNATURE OF APPLICANT PRINT NAME / /I� / ► / /i DATE l