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PRE 2010 DOCSCity of Fridley, Minn. 6431 University Ave. N.E., Minneapolis, Minn. 55432 BUILDING PERMIT Date: July 20, 1971 Owner: v D. W. Harstad Company, Inc. Builder Same Address __.._..7101 Highway #65,- Fridley- Address same LOCATION OF BUILDING No. 16.01._.__ Street _ 66 a. Street .._.N N. E - Part of Lot Lot ._..._.12 Block Addition or Sub -Division —Moore Take Park 2nd Addn. Corner Lot _______..__ Inside Lot —....X-- Setback 351 Sideyard 31' & 10' s�6W Elevation ___ _ _ 893..21 Wye Top of Footing DESCRIPTION OF BUILDING To be Used as: Dwelling Front 26Depth 42' Height 20' Sq, pL 1116' CtL pt _ 21.840' Garage_____ Front 26' Depth 24' Height 10' Sq. Ft. 596' Cu. Ft. 5960' Type of Construction & moo Frame Est. Cost _.$2.n,.9.99-0.0__ To be Completed 6 tooTths Stipulations: Provide verifying survey and hard surface driveway. WATER LOCATION: See attached map. SEWER LOCATION: In consideration of the issuance to me of a permit to construct the building described above I agree to do the proposed work in accordance with the description above , t fo and ' ljUc wt h a'll provlsion8 of ordinances of the city of Fridley. Y. �o In consideration of the payment of a fee of $_ 52.00 —., permit is hereby granted to D • W • Hars to d Co. to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects -to the ordinknces of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings ,within the city limits and this permit may be revoked at any time upon violation of any of the provisions of 8sid C or CLARENCE BELISLE NOTICE: This permit does not cover the construction, installation for wiring, plumbing, gas heating, sower or water. Be sure to as the Building Inspector for separate permits for these hems. r r APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAME :aw/. &aita a en /w.- BUILDER: .54"NCr ADDRESS: 7AI �t/ Jo` �rW J— �-WerfADDRESS : S,st,,,gr NO:. -.Z ( ® t STREET • �iG,,�Z 579' "-Y LOT: L BLOCK: ADDITION:_A400RE 444F AXe-4 Zd .400 /, CORNER LOT: INSIDE LOT: SETBACK: 3-r!6 SIDEYARD: .7/-o Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used Ass VJ4&{&ie1G Front: Z6 Depth: ¢2 Height: Square Feet • AV#„ Cubic Feet • Zd, A''9-0 & Al" G E Front: Depth • Z4 Height • /® Square Feet; 4 Cubic Feet: ,f Type of Construction: /,c0eoo 04F Estimated Cost: $ To Be Completed: 4 Ay4j The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in attict 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. aid. /S/.4'itlt.4'd � �•✓� DATE =% SIGNATURE: G (See Reverse Side For Additional Information.) 3jofum�t1 SSOCC��eS� �C0 LAND SURVEYORS Telephone 10130 HIGHWAY 65 NORTHEAST — MINNEAPOLIS, MINNESOTA 55433 734-5430 Certificate of Survey: D. W HA R S -TA D i 9.3. %4 — e I'd �� ®d Sag ET OL SCALE: I"=30 3033 - i83-4, 5 . 5-0 —9 D E ISI O T E S TRO lel CO r, V 1605 ,o ull LEGAL DESCRIPTION: ' N Lot 12 Block 1 Moore Lake 1 1 RIW ACCORDING! TO � I ppb Park 2nd Addition, Anoka County, 1. 93. 9 C 1285 , —•` _ d' Minnesota _ a RIW AGCnRD1NG s: n PLA -T . Av. N. Cu�� F- 1 HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF THE ABOVE. DESCRIBED LAND, AND THE LOCATION OF ALL BUILDINGS, THEREON, AND ALL VISIBLE EN- CROACHMENTS, IF ANY, FROM OR ON SAID LAND. AS SURVEYED BY ME THIS..... 13ti1....DAY OF ............. �u1y....................... A. D. 19..71..... N. C. HOIUM AND ASSOCIATES, I C. — l�ND SURVEYORS ........�'1.... ��, ............................... .......................... .... ....... O • Q£r J GA/a A6E til � ci y a � �� ®d Sag ET OL SCALE: I"=30 3033 - i83-4, 5 . 5-0 —9 D E ISI O T E S TRO lel CO r, V 1605 ,o ull LEGAL DESCRIPTION: ' N Lot 12 Block 1 Moore Lake 1 1 RIW ACCORDING! TO � I ppb Park 2nd Addition, Anoka County, 1. 93. 9 C 1285 , —•` _ d' Minnesota _ a RIW AGCnRD1NG s: n PLA -T . Av. N. Cu�� F- 1 HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF THE ABOVE. DESCRIBED LAND, AND THE LOCATION OF ALL BUILDINGS, THEREON, AND ALL VISIBLE EN- CROACHMENTS, IF ANY, FROM OR ON SAID LAND. AS SURVEYED BY ME THIS..... 13ti1....DAY OF ............. �u1y....................... A. D. 19..71..... N. C. HOIUM AND ASSOCIATES, I C. — l�ND SURVEYORS ........�'1.... ��, ............................... .......................... .... ....... C• 94oium apid v4ssoetates, gRC. LAND SURVEYORS 10130 HIGHWAY 65 NORTHEAST - MINNEAPOLIS, MINNESOTA 55433 Telephone 784-5480 Certificate of Survey: D. W H A R STA D r 93..4 I i � I pj P ��4. OF -�OP � SCALE:I"_ 30 }. 3033 -183-4,5 lid N uC-e i< DENOTES TROW J O ` �r O 1605 1 = LEGAL DESCRIPTION: RIIAI ACC RD 11�! G TO i M Lot 12, Block 1, Moore Cake Park 2nd Addition, Anoka County, 1.83',% 93. 9 CURBS— - ------ D1innesota- - ----- -- -- - / W TOj �CCOFZIDJNG '4: -- . - �_^ - P-L- 6AvE. N. E. LCURB I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES' OF THE ABOVE DESCRIBED LAND, AND THE LOCATION OF ALL BUILDINGS, THEREON, AND ALL VISIBLE EN.'>'- CROACHMENTS, IF ANY, FROM OR ON SAID LAND. AS SURVEYED BY ME THIS..... L t11....DAY OF............ MY........................A.D. 19..71..... N. C. HOIUM AND ASSOCIATES, i C. — ND SURVEYORS ................................. .... v'............ .1.......... I.................. ' vd M) SUBJECT PERMIT NO. City of Fridley ®13090 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. COMMUNITY DEVELOPMENT DIV. c-7�� 3B r PROTECTIVE INSPECTION SEC. (% /•"1 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY �••-'� � ,�J 612-560-3450 910-F15 Z14,175 JOB ADDRESS 1601 6631 Avenue N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 12 1 1 Moore Lake Park 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE D. W. Harstad Co. Inc. 7101 Highway #65 N.E. 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 7 CLASS OF WORK j] _NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 26' x 42' house and 20 x 26 garage 9 CHANGE OF USE FROM TO STIPULATIONS 1. Sod front and side yard SEPERATE PERMITS REQUIRO 'FOR WIRdK 2. Provide a hard surface drive 3. Provide a verification survey HEATING, PLUMBING AND SIGNS. SEWER 80' W. of M.H. (Inv. 893.91) Wye Elevation 894.57 Top of Fotting 898.07 (Min' WATER 10' East of Sewer Service 67' N.E. of Hydrant 74' N.W. of Water Val WARNING before diggi call aIGpSIEt�c. Ef_ECTRIC SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CO_ NST_D W v� TAW OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. �^Q(�-��7p�1�6 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. 7, 200 AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION ao i OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT 22,352 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 VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WOFg< WILL BE COMPLIED $37,140.00 18.57 WITH WHETHER SPECIFIED HEREIN OR NOT. THE G ANTING 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- 554.67 325.00 STRUCTION OR THE PERFOR ANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE • �� _:e $398.24 SIGNATURE OF CON CTOR OR AUTHORIZED AG NT ATE( HEN PROPERLY VA (DATED THIS IS YOUR PERMIT BLDG INSP bATE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) M) ml v lu ti SSOCL�.teS9 gRC. LAND SURVEYORS e � 0 c. ne o 10130 HIGHWAY 65 NORTHEAST — MINNEAPOLIS, MINNESOTA 55433 7 Telephleph0 Certificate of Survey: D. W H A R S -TA d r e ® 93.74 WARNING yd&g i1 jing call local ubf b ROME =1=L•,ECTRIC - GAS Et , ROAD BY V9. Of ,r _ 30" La 1 15ARA66 -- CoP2�& a` �z.6170-- i z� n ti tdl� LEGAL DESCRIPTION: Lot 12, Block 1, Moore Lake R`/i!V ACG RDiG�lG9 'i0 i ppb Park 2nd Addition, Anoka County, 93. 9 G RBS -•� _ d' Minnesota _ f R W AccnRDjNG TO i I a: PLAT A va. N.E. I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF THE ABOVE DESCRIBED LAND, AND THE LOCATION OF ALL BUILDINGS, THEREON, AND ALL VISIBLE EN- CROACHMENTS, IF ANY, FROM OR ON SAID LAND. AS SURVEYED BY NE THIS..... 13th....DAY OF............ Jul^V.......................A.D. 19..71..... N. C. HOIUM AND ASSOCIATES, I C. - JND SURVEYORS ...............l..�..`.. G/....................................... 9369.- 93.69 JI o I * $� bd CAS 127.36 bq,' it H �D �.oF S&W P I' pec%cp e N ' W a F Y u U I V4 m 60 APPLICATION FOR RL•SI'DENTIAL., ALTL'RATION, • OR ADDITION•BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAME: BUILDER: sO k/ ADDRESS: ADDRESS: '/ e l i� d G S 00,� NO: r 1 STREET: LOT: /Zi BLOCK: ADDITION: Md®�� •G/1lLE %,G �ra� ���•��_� CORNER LOT: INSIDE LOT: ✓ SETBACK: .3S- ®� _ SIDE -YARD: 3AC467''/ele Applicant attach to this *f orm Two Certificates of Survey.of Lot and.proposed building location .sawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: 6/wlfirz1rAl✓G witty Front: Z.(a Depth: Height: �.�. - Square Feet: ItAL Cubic.Feet: 7. 3 Sim 604W. Front: Se Depth: Z Cv Height: Gas � • Square Feet; '702Q Cubic Feet: O)AL 0 y Type of Construction:10 �a' Estimated Cost: -� To Be Completed: The undersigned hereby makes application fora 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: ZZ&/Zrr SIGNATURE: .(See Aeverse Side For Additional Information.)' S41. % 14.3. DQ, Uri: s• r g S7 U cot f ii Suit Uzy 54c-• a-0 s 3,9 a� • tali - no Ohl Oil V - -4-"D ol ---- is its CRY of HcHey Application f®r Plumbing and Gas 1= ;ng fetmit : Dept• of 181d -.X. phony " ..3.450 Drse2rMoN -or WORK • KtsabAc,•Kine AndLaeA�ea of Fite` • . I NO. RA Ti i1 ri ~ Nurnber Fixtures ................ WAUR MTA. w {� r 1 S .. v l J� I ~ <, �i f i 7 z 0 N GAS ELM S -- Catch Basin ..................... - -- K a:cr liea er 'Up to 99.000 BTU) . • - • — x S3.00 $ • New Ground Run Old Bldg.. : • • • - ---= x $3.25 5 GAS n"Ne.FUSS NO. R;• TZ TOTAL Ist 3 Fixtures'- ...--..... ..::... - x $2.00 a3.! • x S .75 3 ,Add;:_to=a1 F;xtres.. • ............ _.---- Gs R:: ±E to 199.000 BTU • ........ •:----•--- x $5.00 ' S----- 1:: I _ rid • !1 .h I _ _ � I . i • Fur x4 Cr,_.u.S.--.. 07o- =;s $®rams. e 3Cap i i:c:vro, Old O;>-*air.,s Cets3pood PARTIAL RATE SCHEDULE PLOMBUdG ri%TURE RATES'. NO. RA Ti i1 x .$zoo �TOTAL S..--(� Nurnber Fixtures ................ ' Future Fixture Opening ......... • • -- x 51.50 $ _• New Fix:u:e Ord Opening.......... ___.___— x x $3.25 S -- Catch Basin ..................... - -- K a:cr liea er 'Up to 99.000 BTU) . • - • — x S3.00 $ • New Ground Run Old Bldg.. : • • • - ---= x $3.25 5 GAS n"Ne.FUSS NO. R;• TZ TOTAL Ist 3 Fixtures'- ...--..... ..::... - x $2.00 ; • x S .75 3 ,Add;:_to=a1 F;xtres.. • ............ _.---- Gs R:: ±E to 199.000 BTU • ........ •:----•--- x $5.00 ' S----- City o1 Fridley: The undersigned hereby rra•.ses application for a per=it for tl%tr work herr specified, a ;recing to do all «crk in strict accordance kith the C:t7 C:•;':= -C and rLding of the zpartment of Bu•:ci:a1,s, and hereby decl2res t.:t sl1 the f: and representations stated -In this aprlica:ica are true :rid eo::ec•t F'dley, �stian.: ��4A 192 Ovrner _db } �.1/ Tt O OCs�G�i Kind of Buis/iirg Used as To be completed about c r i - • - •EstimaU:d Cost, S P•rait Xd. �% � �� Old --New. Building Permit No.---- .. Signed By -- y pa!� n . s ftwnc No % s - z s o ROUGH L - ��y,SRg � �L'�1�►ri�Ns—@iafsA.io Coag. .SO State ,Surcharge _ .}, r.rl+: Sr:.o <-a Y.,� �^+.lj, �•^,•.-.e y 1: fJ... _^.. p..•-. vZ �� L ..a �....,.a7 �n.c.l'ge 8•`.+.. ..r�3r .�..� :p �s L::'.e- Ltis w `i..».,. t N......rG.� C+ iir .a..•J `gr.'`Qsv+. >..� Li, -.L.. �. w..•✓.4� G•.aJ urw .iii: �fl"414:.0ww ei0y 1% SkZ. Lai k:Lvt� MRMAL ATE SCI MULE GRAVITY W.M.134 AM ,rumace She'.1 & D:cl [Tors ... ..... ..$lO.OJ Replacement of T'%;rnace 6.00 � Repairs & Alterations—up to X500.00 600 g Repairs S& Alterations each add. $500.00 3 O j USCIL WIR:1_M AM Furnace Shell & Duct Work to 1ZO,CG0 BTU mth add. 60,L".0 BTU . r�^?aceme�t o1 Furnace -s & Alterctions—up to $500.00 .i: -irs & Alterations each add. $500.00 ST%3i NI or I?O ►' S1.MIT11 .. $10 00 $ /®r FLrrace Shell 3e Lines—to 400 sq. ft. F'.DR Stearn 20.00 $ Furnace Shall do Lane --to P•'0 sq. ft. 9DR Hot Water 10.00 $, Each add 200 sq. ft. EIit{ Steam 3.bt1 $ Each add. 320 sq. ft. EDR Hot Water 3.00 OIL BUBNER—to 3 gal, p -r hcur 6.03 over 3al. t3 per hour—See Fee Schedule _ Gi.S ZU231 eE R (up to IM rj0J BTU) 6.t� $ � 0'0 ovz' !S01.000 BTU Sc* Y"uhc�duie GAS FITTING :FZ: :.O RATE TOTAL 1st 3 Flxbrrrs x$ 20:3 $ Z' Additional F5xt ures Gas Range to IM= S 11Ti=- A LTZRA YOs'it3 leg REPAM rM State Surcharge 50 TOTE -L F"= 67 J_ City o? Fridley: The undersigned hereby makes application fora permit for the work he: etr• specified. agrreing to do all work in strict accordance with the City 0—dim&=e` anis ruling of the Department of Buildings, and hereby declares that aA tke faze and representations stated in this application are true and correct. Fridley. Sian 91 / '5�7 I;x Owner Kind of Building /'"�""� , a Used as . xg=a� To be completed about _ Estimated Cost, $ &42V Old—New. Building Permit No: _-_ pemit No. 7 D22%d°UT111 0-.17 OF WO Z HEATING or POWER PLANT -.Steam, Hot Wa , Warm AL' o / J Trade Name E zsv�/`� size xci. �6/ Capacity._ _ Sq. IM ED.R & Tu____i_ HP Total Connected Load � E:fm of rur: BURNER — Trade Na Size No Capacity Sq. FL EM IL B'1'ZT IMPL 1P.�4®tt3—bVYR1, 6.00 45- 6.00 6.00 $ 3.W $ FLrrace Shell 3e Lines—to 400 sq. ft. F'.DR Stearn 20.00 $ Furnace Shall do Lane --to P•'0 sq. ft. 9DR Hot Water 10.00 $, Each add 200 sq. ft. EIit{ Steam 3.bt1 $ Each add. 320 sq. ft. EDR Hot Water 3.00 OIL BUBNER—to 3 gal, p -r hcur 6.03 over 3al. t3 per hour—See Fee Schedule _ Gi.S ZU231 eE R (up to IM rj0J BTU) 6.t� $ � 0'0 ovz' !S01.000 BTU Sc* Y"uhc�duie GAS FITTING :FZ: :.O RATE TOTAL 1st 3 Flxbrrrs x$ 20:3 $ Z' Additional F5xt ures Gas Range to IM= S 11Ti=- A LTZRA YOs'it3 leg REPAM rM State Surcharge 50 TOTE -L F"= 67 J_ City o? Fridley: The undersigned hereby makes application fora permit for the work he: etr• specified. agrreing to do all work in strict accordance with the City 0—dim&=e` anis ruling of the Department of Buildings, and hereby declares that aA tke faze and representations stated in this application are true and correct. Fridley. Sian 91 / '5�7 I;x Owner Kind of Building /'"�""� , a Used as . xg=a� To be completed about _ Estimated Cost, $ &42V Old—New. Building Permit No: _-_ pemit No. 7 D22%d°UT111 0-.17 OF WO Z HEATING or POWER PLANT -.Steam, Hot Wa , Warm AL' o / J Trade Name E zsv�/`� size xci. �6/ Capacity._ _ Sq. IM ED.R & Tu____i_ HP Total Connected Load � E:fm of rur: BURNER — Trade Na Size No Capacity Sq. FL EM IL B'1'ZT IMPL 1P.�4®tt3—bVYR1, 560.3450 Cit, y of 7ridle ANOKA COUNTY 6431 UNIVERSITY AVENUE NE October 27, 1975 FRIDLEY, MINNESOTA 55432 D. W. Harstad Company, Inc. 7101 Highway #65 N.E. Fridley, Mn. 55432 Re: Final Inspection at 1601 -6611 Avenue N.E. =-- A final inspection was made on.October.24, 1975 of the above address. The following items were noted and must be completed before the construction can be finaled out; 1. Reduce openings on guardrail on deck and the stair to be a maximum of 9 inches. 2. Install door closer on door between house and garage. 3. Provide verifying survey. 4. Provide sod in the.front and side yards. We will expect items 1, 2, and 3 to be completed by November 15, 1975, and item 4 to be completed by June 1, 1975. If any problems arise that will prevent you from completing these items by the appointed dated,, p1 -ease contact us. F Reinspections will be conducted on or about the appointed dates to determine compliance. Sincerely, + DARREL G. CLARK Community Development Adm. DGC/mh 4 ?�1 THE MINUTES OF THE REGULAR MEETING OF THE FRIDLEY CITY COUNCIL OF OCTOBER 27, 1980 The Regular Meeting of the Fridley City Council was called to order at 7. P.M. by Mayor Nee. PLEDGE OF ALLEGIANCE: Mayor Nee led the Council and audience in the Pledge of Allegia a to the Flag. OLL CALL: MEMBERS PRESENT: Councilman Fitzpatrick, Council w an Moses, Mayor Nee, Councilman Schneider and Counc man Barnette MEMBERS ABSENT: None APPRO L OF MINUTES: RE ULAR MEETING, OCTOBER 6 1980: MOTION byouncilman Schneider to approv the minutes as presented. Seconded by Councilwoma Moses. Upon a voice vote, 11 voting aye, Mayor Nee declared the motion carriunanimously. ADOPTION OF AGE A: Councilman Schneid requested th following item be added to the agenda: "Receivir,3 Communication from er and Bet Papke, RE: Variance to the Life Safety Code for Operation of a Da Care Cen r." MOTION BY Councilwoman Mo es adopt the agenda with the above addition.Seconded by Councilman Schneider:. a voice vote, all voting aye, Mayor Nee declared the motion carried unanimously. OPEN IORUM, VISITORS: ( Mr. Ed Wilmes extended s'thanks o Mayor Nee for the kind remarks and comments made about him and the slands of P ce in recent literature that.was distributed in Fridley. He further t anked Mayor Ne for his recognition of Representative Simoneau and other vo unteers and bus sses who are too numerous to mention. He stated because of al these people, the lands of Peace is successful. Mr. Wilmes stated ofessional people have en out to the Islands of Peace and spent days and we s preparing suggestions in egard to the grasses and plantings and preparing a p showing details on what sho d be planted. He stated there was a biologist fro the Department of Interior who ma e a study regarding the fishing potential, w is limited, and every effort shoul be made to encourage fishing on only a smal part of the recreational area and con ned to a designated area. He stated in ut was also received from persons in soil con rvation with the Department f Agriculture. He felt if the City didn't recog ze this help and input from hese professionals, they would be wrong. He didn' feel the City Manager o Parks and Recreation Director could spend 20 minutes uring the Islands of Peace nd make their decision on what or what shouldn't be plan d, and what trees s uld remain and what ones should be removed. I Mr. Wi mes stated they have a problem regarding the wood on Chase's Isl which shou be moved to the reception center and hoped the City would give the ass stance in moving this wood. He further noted the Council discussed the ' sibility of some assistance with the burglar and fire alarm system and hoped (L something develops soon in this area. ALLEY VACATIONS - OAK GROVE ADDITION AND MOORE LAKE PARK 2ND ADDITION: Mr. Dave Fuerstenberg, 1601 - 66a Avenue, appeared before the Council regarding vacation requests for t e vaca ion o 'fie alley easement in Oak Grove Addition and Moore Lake Park 2nd Addition. He stated it was his understanding, from information he received from the Planning Commission and staff, this item would be before the Council this evening. j r 292 REGULAR MEETING OF OCTOBER 27, 1980 PAGE 2 Mr. Flora, Public Works Director, stated the Council took action at the October 20 meeting to set the public hearing on these alley vacations for November 10, 1980. Councilman Schneider stated he has talked to Mr. Fuerstenberg regarding this matter and he wished to begin construction and questioned if this would be a problem. He pointed out there is 100% petition for the vacation and the Planning Commission did recommend approval. Councilman Schneider asked how close Mr. Fuerstenberg would be from the lot line, with the vacation and Mr. Fuerstenberg indicated he would be about 13 feet. Mr. Qureshi, City Manager, asked Mr. Fuerstenberg if all the alley easement came from his property. He stated six feet is from his property and six feet obtained by a quit clain deed. Councilman Schneider asked if a building permit could be Issued so Mr. Fuerstenberg could put in the footings. Mr. Herrick, City Attorney, asked if Mr.•Fuerstanberg obtains the entire width of the alley by vacation or quit claim deed, if that was sufficient to meet the setback requirements of the code. Mr. Fuerstenberg indicated he had a drawing of his plans which he could present to the Council. Mayor Nee stated, since this wasn't a regular agenda item, the Council would hear discussion later in the meeting, which was acceptable with Mr. Fuerstenberg. ISSIPPI RIVER CORRIDOR CRITICAL AREA PLAN - 1007 . Mr. Flor Public Works Director, stated, as discussed at the preceding meets , there were two issues before the Council, one.was the adoption of the Crit' al Area Plan and th& other was the adoption of the Zoning Code which implemente he Critical Area Plan. Flora stated, in talking to`the"Metropolita�� Cauncil t is necesbary to adopt the C 'tical Area Plan, however, the City can delay the king requirement: which implements this plan to a later date when the entire zo g code is reviewed. Councilman Fitzpatr k asked about the extent of the ar involved and if that would be adopted now, with the plan, or considered the zoning. Mr. Flora stated the Critical Are Plan was adopted by stc. statute and all the City is doing is implementing th into the City's p1p. He explained the ciritcal areas have already been establi ed as this plan rtains to Fridley. He stated one of the concerns brought up at a last Counc meeting was the effect on exiting properties in the critical a a. Councilwoman Moses asked if hom in he critical area were totally damaged, if they could be rebuilt. Mr. Flora ated they could not without complying with the zoning code or applying for riance or special use permit. MOTION by Councilman Fitzpatryk to a t Resolution No. 110-1980. Seconded by Councilman Barnette. Mayor ee felt, i the third paragraph of the resolution, it seems to imply the City is doptIng the z ing concurrent with the Critical Areas Regulations. Mr. Flora sated what is inte d in this paragraph is to say the City is revising the zoning ode and when this is ne, the critical areas zoning will be reviewed. Mr. Herr ck, City Attorney, felt a resolution would stnad, without including this parag aph. MOTION by Councilwoman Moses to amend the Resolution y deleting the third para- graph. Seconded Py Councilman Schneider. Upon a voic .vote, all voting aye, Mayor Nee declar d the motion carried unanimously. OF M DUE DATE OF FRIDLEY'S UNCIL XTABLED OCTOBER 6'. 1980): Mr. Flora,/Public Works Director, stated when the Comprehensive"Van was discussed at the last meeting, it was brought to the Council's attention th t there was an amendment procedure being considered by the Metropolitan Council. He stated the Metropolitan Council will not reach a decision regarding this amendment procedure until January, 1981. Mr. Flora stated this resolution -requests a delay' -for final A 294 REGULAR MEETING OF OCTOBER 27, 1980 RECEIVING THE PLANNING COMMISSION MINUTES OF OCTOBER 8, 1980: RECEIVE METRONIC ENVIRONMENTAL ASSESSMENT WORKSHEET:. PAGE 4 . Ma or Nee noted the Council had previously taken action on is Environmental As ssment Worksheet, MOT N ty Councilman Schneider to receive the minutes of the Planning Commission Meet ng of October 8, 1980. Seconded by Councilwoman oses. Upon a voice vote, all oting aye, Mayor Nee declared the motion carrie unanimously. RECEI ING THE CHARTER COMMISSION MINUTES OF MAY 6, 980: MOTION by Councilwoman Moses to receive th/OBER r Commission minutes of May 6, 1980. econded by Councilman Schneider. oice vote, all voting,aye, Mayor Ne declared the motion carried unan RECEIVING THE CAN COMMISSION MINUTES OF 0, 1980: MOTION by \ay, woman Moses to receive a minutes of the Cable Television Commission Meeting ofr 9, 1980. Seconded b Councilman Barnette. Upon a voice vote, { all votingayor Nee declared themotion carried unanimously. CONSIDERATEXTENSION OF LEASE OR SORT RECYCLING CENTER TO NOVEMBER 6, 1981: Mr. Qureshi, City\ity ated he recycling center was providing a valuable service to the cofel the operation has improved since it began. MOTION byCouncilr o enter into tree lease for another one year period. Seconded by Counc. Upon a voice vote, all voting aye, Mayor Nee declared the motianimously. RESOLUTION NO. 11RIZING TRW FFRS"FROM THE PUBLIC UTILITY FUND AND THE REVOLVING FUND TO W -75f WAUR WORKS IMPROVEMENT BOND FUND, WATER REFUNDING BONDS ND, AND SPECIAV ASSESIjIMENTS REFUNDING BONDS OF 964: Mr. Qureshi, City Mana r, expla\vote,al esolution authorizes the required transfers from the Public Utili Fund andsessment Fund to three bond funds for i purposa; of meeting bt servicets for 1981. He pointed out two of these bond funds hav tax leviest the County which will be cancelled. MOTION by Council n Schneider tolution No. 112-1980. Seconded by Councilwoman Mose Upon a voicvoting aye, Mayor Nee declared the motion carried u animously. RESOLUTION N0. 13-1980 EXTENDING MEMORANDUM O AGREEMENT BETWEEN THE CITY OF FRIDLEY AND WIM STEPHENS DATSUN NORTH, INC. RELA ING TO A PROJECT UNDER THE MINNESOTA MU CIPAL INDUSTRIAL•DEVELOPMENT ACT: I Mr. Qureshi City Manager, stated Win Stephens Datsun orth, Inc. feels they are not going o be able to complete their project within a original time frame and j are, ther fore, requesting an extension of the time peri ! Mr. Ric and Garry, representing Win Stephens Datsun North, c., explained the M/ ility of funds wasn't as big a problem as the high int est rates and state they had to change their plans, but, hopefully, are now ady to proceed in the ext few days. i MO ION by Councilwoman Moses to adopt Resolution No. 113-1980. Secon by uncilman Fitzpatrick. Upon a voice vote, all voting aye, Mayor Nee dec red the motion carried unanimously. . i DAVE FUERSTENBERG - RE: ALLEY VACATIONS: i Mr. Herrick, City Attorney, stated he would suggest Council not authorize the administration to issue the building permit, unless it seems virtually certain the vacations will be approved. He felt, if the building permit were issued, i i j • 293 REGULAR MEETING OF OCTOBER 27, 1980 PAGE 3 submission of the City's Compr hensive Plan to the Metropolitan Council, in order to allow sufficient time for p ocessing of the amendment procedures. Councilman Barnette asked if other cities were making similar requests. Mr. Flora stated it seems they are trying to de ay submission of their Comprehensive Plans, until a decision is made by the Metr politan Council on amendment procedures. Councilman Schneider noted the etropolitan Council's staff is now considering th e different alternatives for amen ments and seems the request would be proper at is time. r MOTION hSi Councilman Schneider o adopt Resolution No. 111-1980. Seconded y Councilman Barnette. Upon a voi a vote, all voting aye, Mayor Nee declar the motion carried unanimously. NEW BUSINESS: I FIRST READING OF AN ORDINANCE TO CATE STREETS AND ALLEYS, SAV #80 04, PETITION NO. 5-1580, 6500-6600 BLOCK BETWEEM EAST RIVER ROAD AND HICKORY DRXVE. MOTION by Councilman Fitzpatrick tow aive the reading and approvd the ordinance upon first reading. Seconded by Council an Schneider. Upon a voivote, all voting aye, Mayor Nee declared the motion Carrie unanimously. MOTION by Councilman Schneider to waiv the reeding and pprove the ordinance upon first reading. Seconded by Councilmanarnette. Upon voice vote, all voting aye, Mayor Nee declared the motion carried u animously. FIRST READING OF AN ORDINANCE TO VACATE TREETS AND ALLEYS, SW #80-06, PETITION 0. 6-1980, 5500 BLOCK BETWEEN 6TH AND 7TH STREETS E. i MOTION by Councilwoman Moses to waive the V*rleA and approve the ordinance upon fir4 t reading. Seconded by Councilmann-ScnnUpon a voice vote; all voting aye, Mayor Nee declared the motion carried unani ( CTDCT DCAnThin 'AC AM ADnT,IAKIrC TA \/ArATC CTDn AI I [-VC c A%f Ann nv ne•'r.�•.n.. MOTION Ly Councilman Fitzpatrick to wai. the eading and approve the ordinance upon first reading. Seconded by Counci man Sch eider. Upon a voice vote, all voting aye, Mayor Nee declared the mo on Carrie unanimously. FIRST READING OF AN ORDINANCE TO VA TE STREETS A D ALLEYS, SAV #80-08 IN VACATE 57h AVENUE, 5750 - 3RD STREET, EDW[PyRD S. JONAK: I MOTION by Councilman Fitzpalby waive the readi and approve the ordinance upon first reading. Seconduncilwoman Moses. Mr. Flora, Public Works Dirtated the City is mmunicating with the owner regardirg some assessment cwill have a reply efore the second reading of the ordinance. Mr. Jonak questioned the sts and Mr. Flora stated it wo ld be about $20 a foot and wanted to make sure en he sells the property that th buyer is aware of the water and sewer assessm t. Mr. Flora stated there is also a park fee and it would be ap ropriate for the Council r to receive this fee w en the lot split is approved, or delay ollection of the fee until such time as t e property is being developed and a buil ing permit issued. r Mr. Jonak asked if; he park fee wbs collected when the lot was latted. Mr. Qureshi, City Manager, explained this plat never paid any park fee becaus the ordinance wasn't in effect at that time. He stated the lot split will crea e a buildable parcel and a park fee is required. UPON A VOICE VOTE ON THE ABOVE MOTION, all voted aye, Mayor Nee decla dd' the motion carried unanimously. • i I f' REGULAR MEETING OF OCTOBER 27, 1980 PAGE 5 The City is then telling Mr. Fuerstenberg to go ahead with the construction and this is contrary to the'code and requires a variance and notification of adjacent property owners. He stated, although there is no formal procedure for allowing Mr. Fuerstenberg to proceed, he didn't have a problem with an informal agreement that he may proceed with construction in order to beat the cold weather. He felt if the Council was going to proceed with the vacation, and noted there was a 100% petition in favor, he couldn't see a real problem, barring any unforeseen conditions. Mr. Herrick asked Mr. Fuerstenberg if he inteded to build anything, other than putting in the footings,- before November 10, 1980. Mr. Fuerstenberg stated he hoped to begin construction on the addition before this date and presented his plans to the Council. Mr. Fuerstenberg stated he would agree to the easements requested by the City. Mr. Qureshi, City Manager, felt Mr. Fuerstenberg could proceed with construction at his own.risk, however,�the permit would not be issued until the vacation is approved. He explained it is for Mr. Fuerstenberg's benefit to go through the legal process for vacation of the right-of-way to make sure it is done properly. Mr. Qureshi stated at the meeting next Monday he wants to give the Council a full picture of the property and, hopefully, when the hearing is held on November 10, 1980, they can also have a first reading of the ordinance. Mr. Fuerstenberg stated he didn't foresee any problems and Mayor Nee questioned if any of the Council Members had any problems with this item, to which there was no negative response. CLAIMS: PfION by ncilman Schneider to authorize payment of Claims No. 297405 through 300601. Seco ed by Councilman Barnette. Upon a voice vote, all ti g aye, Mayor Nee de,:lared th motion carried unanimously. LICENSES: o' EOTIOR by Councilwoma Moses to approve the licenses as suimd tted and as on file 'tl in the License Clerk's ffice. Seconded by Councilman Fitzpatrick. Upon a voice vote, all voting aye, Ma or Nee declared the motion car ted unanimously. ESTIMATES: MOTION by Councilman Pavemasters, Incorporated 1420 Sunfish Boulevard Anoka, MN 55303 FINAL Est. #2 - Lock Park Bi Smith, Juster, Feikema, Malmon & 1250 Builders Exchange Bldg. / Minneapolis, MN 55402 VMalkway stimates as submitted and as folla,,,: oject $. 793.00 For legal services r dered as Prose c for for $ 2,670.00 the month of September, 1980 Talle, Herrick, Munrle & Goodrich 6279 University AvA ue N.E. Fridley, MN 554,32 Servicge rendered for the month of Sept. 2,219.65 Incl1jiding GTA & Win Stephens 4,250.00 $ 4,469.65 bion was seconded by Councilman Schneider. Up n a voice -vote. all voting aye, Mayor Nee declared the motion carried unaniomously. RECEIVING COMMUNICATION FROM ROGER AND BETTE PAPKE RE: VARIANCE TO THE LIFE SAFETY CODE FOR OPERATION OF A DAY CARE CENTER: MOTION by Councilman Schneider to receive the communication and direct the admini- stration to investigate for a response within two weeks. Se onded by Councilman 296 REGULAR ME G OF OCTOBER 27, 1980 PAGE Barnette. Upon a vo a vote, all voting aye, Mayor Nee dec d the motion carried unanimously. ADJOURNMENT: MOTION by Councilman Schneide to adjour he meeting. Seconded by Councilwoman Moses. Upon a.voice vote, all vo ng e, Mayor Nee declared the motion carried unanimously and the Regular Meetin f the Fridley City Council of October 27, 1980, adjourned at 8:38 P.M. Respectfully submitted, Carole Hadd' Wil am J. Nee Secre o the City Council Mayor Approved: 0 City of Fridley SUBJECT P 6 0.2 AT THE TOP OF THE TWINS BUILDING PERMIT (t::j 4. r O. u ------ COMMUNITY DEVELOPMENT DIV. INSPECTION r PROTECTIVE SEC. � l �---1 CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY �•j 612-571-3450 910-F15 112/1/80 /P� JOB ADDRESS 1601 - 66h Avenue N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 12 1 1 fli XM0=k Moore Lake Park SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE David F'ueratenberg 1601 - 661� Avenue N.E. 571-6462 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. S. J. Construction 6305 East River Road N.E. 571-4212 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a u x 451 Addition.to Dwelling (Includes Pool) 8 CHANGE OF USE FROM TO STIPULATIONS owner realizes that final action on the alley vacation Will not be taken by the City Council until about 1/1/81. Council authorized issuing the building pexmit on October 20, 1980. If pool has a diving board, 15 feet of clearance must be provided above board elevation - THIS PLAN DOES NOT MEET THIS REQUIREMENT. Provide City with specifications on pump and filter, skimmers and returns, piping, and cross section on pool. SEPERATE PERMITS REQU FOR WIRING.. ca 1=1 ni rWM" , Ell�"R1C -GAS ENCEta.IRED - HF-ATING, PLUMBING AND SIGNS. RQUI,ED BYLAW 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 SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 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 l I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION STALLS I 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 $ 24, 000 $12.00 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 ATE OR LOCAL LAW REGULATING CON- $1'44.00 NONE ST ION OR THE PLAN CHECK FEE TOTALFEE APERFMJACE:OFCC�NCTION. 36.00 $192.00 I NATUR O COORA RIZEDAGENT (DATE) WHEN PROPERLY VALIDATED IS YOUR PERMIT AL. THIS I S./a1 I I 'q 0 BLDG INSP 10ArE SIGNATURE OF OWNER OF OWNER BUILDER) (DATE) CITY OF FRIDLEY APPLICA•rim FOR [:ESI[)j7HT1A1_ BUILDING PEPJ41TS WewAlterations, Additions, or Repairs) OWNER: GL `fid` �-e- e -.P BUILDER: ADDRESS: �6 (�/ — ADDRESS: TEL NO: '7f -69Q 2&4�5Zf` /OTEL 110: Construction Location STI` T NO: STREET: LOT: 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. DESCRIPTION OF CONSTRUCTI P� Front: Depth: height: Square. Feet_ 121 Caa.bic .Feet: �QQ J Front: L Depth: Height: Square -Feet: Cubic feet: 7" �0-c.�s y4qv31.®'t. Type of Construction: V . 4 W- to Estimated Cost: $ To Be Cbrapleted: Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired: $ $ #9 SEE F.SVER E SIDE OF SHEET'J Zie undersigned hereby malas application for a permit for the Cork' 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 1t representations stated in this appl' � io are true anI correct. SIGNATUF•"r: • . Stipulations; 1 J w Cal l . Pe. Ne Pw�a� ' b �aela� i2� �-�� �• z.od �L��+ u►�. �� �.. l •� •' jw 4c o cuti s. AGOW 'Tq#.j t. till( AWo Tia®i '� �Xj'HR.tOg ENVELQA� �V¢AAQE Cis GOM�tiTA'il0y...•Y •-`` - nf�TJrJ1T'loiV .. .. Out Olt 'rt xs FAMILY UweLumcq WyzE*. —04t1E' PLAN _1..IWrp.L FT. 8 STVs� Al + fro t lQ 1•4�9g4 Ij oF• EycPozEb S s7 -un 5:ro,aT4 rL -Ir d24 t IS -b To�L:.. OPAQUE WAL�COgSTRuGT101.1: �U" VALIIG x AQEq TOTAL_ GMO%sa WALLAL�t� STU O PLALrC U&& -LC) . x 5q -'FT- 1491,7 - 14.47 (U) (A) �L - '`Lt' fi- x ga, FT. %-s'w) (A) P•l1-{ .icwts- so. FT.4fi, 0 = �e g'4- `LJZ CAI , u_ Y sq FT - u) (A) I,oc� .v...08 x so. M 2� :�� `u� (Al V. X ,R. FT. n t� W _amu" So. PT. _ ' _?C LV) 4.i VALu6x AtEil• 1-1AIf.� TYPQElP-Ko �" a 55X - U _ + "� — sr► FT R?� 7 X3.74- C � .CA) j x54 = (u ' (A) f�-�i6rJ Si.►OIN4 Tizlpc`1�•, ,LAX S4� F1'. .5 _ L 3 tur CA) tv x sq. Fr. (u) (A). TYPE 'U"—x IM FT. - fu) N., itu 11 so. tul CAI Cow TOTAL(u)(A) VAWEg �S�.S' _ _TbTAlS �o SQ,RI'," �.•J�. (u)(A). SIV IDES �/ ToiA�. Wl►LL AREA t 54ta.0 *10 _ 'Mat- .17 at-.17 AVr4. "U" VA Lue, STATS CGca i -roTA,- AILEA : S@. FT. t hism-,eL-A - ,.U"-02 S,.. SQ, F-1•. l 11-2-- = 2B..04(u) CA) `%u".�¢-g 5Q• FT.. 3 A4 -(u) (A) � X SQ. FT. _ (4 it (A) Y so. ;T, m W� U) so. FT. _ C's) (A) -roTALg__03 sQ,.FT. ,(u) (A) I TOTAL (U)(A> VALt1ES bWIU['tCWYTOTAL. 140PI 12p� - `�Z� ct• u AV ; CEiLI/J�y ARCA .OS Ajc,. "U" VALUe, STATE Cobri Vatiram ! .1a Av4- "U" VALac t wrATE Co ME, tjhvs .1TerD M I NNE SOTA '"-MIMGtif Coot MAx im u M 'aTu Logs TKIs '%ulLtwsaq 15-4 t..+ O SO. FT. OPAOUF WALE Q. t'7 = �_cq i c~_ . /�a _ so. FT. ceiulaq C,Q4-. 4 93. t' . I=T L veuT CLG. G.10 = TOTAL. gTu 4s31�µR•lsry, r -T./ ��GRee ex ��-�PL1tiFF62s1JTIAt.. 310.94- -Tom Bu%'Lu(4 t EgT{ MAT:>7 %TU Lass ... _• 1sudLL45ett�o�.lQ� . USIL !alto a aQpA4U%LOA LI JItA Vel F Rsf.t Ce�•+Str�u�ilo�,a 'rOP VIEW of FE►NC WOIL .►u.,= ; Cc L3 ---,T owcort oks 1� IMTF-lk%C _ Aiit GIL"'. 0. GOB —{� V tM3mic L Aim rrlLh • 45 3�5 2.►�1cHaas Se�itiva�a � {'.25 -�� G� Et>iTe�Ic�A�li�l�e-� O 1 EAT 11% OX AIX Elyki 0 • �� 111'f�RlbR�3FtL=LLN 0. col .•�.. _�: 0.07 `m U 1� IuTQwIo$ Z,%a, a ALS CILP1 G.�9 .4s co SP. 'a G" /AUSOL - .O^ 5� HASe, &?a' oG-7 �1 EiTe,t 10 & dim F l v� 4.11 _ TpTAI- _ —{� V tM3mic L Aim rrlLh O.te`A woo co G� Et>iTe�Ic�A�li�l�e-� O 1 ' TOTAL ro'L• �_$setoZ- �`jJ: 111'f�RlbR�3FtL=LLN 0. col /D,s C.11 ,. V.�_ To TAI. Z. 08 12 Al c, • I u Na{ 6 0 a -= YR u YK BA!r U= VAIkula vs-VAui WUW.i thiuLfil toN 4) Ebt -V F -IL iow- hm V i ca 70rrA�.- uz Am YP a 27- I L'49 - I o s2t vl\.K - 't —V,, q t� 0.17 ouxsima Ais-Ell-ts To'rAL d Quit Claim Deed1�,� Miller -Davis Co., 111inncapoli. Indivldual to Individual Form No. 2%-M Minnesota Uniform Conveyancing Blanks (Revised 1974) k Tbi!9 3nbenture, Vade this _ day of . , 19....... between. Roland_K,.and. Grace -M, Radil.__. of the County of.....Anoka..........................._.............. and .State of ..Minnesota....... ...... ........................ , part..; esof the first part, and...Devid Hi._ and..Rose M. Fuerstenberg .. ....................... .... _...... ..... ... ....... ...... _. . _ ......_....... ...._................_...........•---- of the County of.... _. Anoka ................ _ ..................... and State of.._Minnesota .......... . _. _.......................... nartiQs. of the second part, Mtf c.90tb, That the said parties. of the, first part, in consideration of the sum, of One -dollar and other valuatle consideration DOLL.9RS, . ....................._.--- ............_................ _-..... _ ...._..... _............._....... to .................................... in hand paid by the said parties. of the second part, the receipt whereof is hereby acknowledged, do.......... hereby Grant, Bargain, Quitclaim, and Convey unto the said part.ies.... of the second part ........ their ......... heirs and assigns, Forever, all the tract --- . or parcel.... of land lying and being in the County of .....Anoka ................................... and .State of .Wnneaota, described as follows, to -wit: All that part of the West one half of the vacated alley lying East of and adjacent to Lot 4, Block 1, Oak Grove Addition and lying North of the North Line of 6q Avenue extended west. All lying in Section 13 T30 —R-24. to 3babe ana to J?oia the 9Pame, Together with all the hereditaments and appurtenances thereunto belonging or in anywise appertaining, to the said part.ie.3 of the second part,....their.............. heirs and assigns, Forever. In Teofimonp Mbereot, The said part .... ios f the first part have.... hereunto set ... :�heir................. hand.H. the day and year first above written. 6" Individual to Individual T vl ua PIU. f./ Da Minnesota Uniform Conveyancing BWnka (R-6cd 1974) Inbenture, Made this day of 19 ..... between. James J. Steinmetz and Eleanor, L. Steinmetz of the County of ...Anoka and State of Minnesota part.ie.a of the first part. and.. David -144 and Rose M. Euerstenbere. ........ _......................... ........... _....__._ .. .................... of the County of.— Anoka ..... ., and .State of Minnesota. „ _...... . parties of the second part, j MItneAgetb, That the said part ies. of the first part, in consideration of the sum of One. dollar --and. other- valuable consideration DOLURS, to . ........................ ....... in hand paid by the said part. lea of the second part, the receipt whereof is hereby acknowledged, do.......... hereby Grant, Bargain, Quitclaim, and Convey unto the said part..es_. of the second past.............................heirs and assigns, Forever, all the tract.... or parcel.... of land lying and being in the County of ........AUke ............................... and State of ,Minnesota, described as follows, to -wit: All that part of the West one-half of the vacated alley lying East of and adjacent to lots 2 and 3 Block 1 Oak Grove Adtition all lying in Section 13 T30 - R-24 Tito Jbabe anb to JI)oib the Dame, Together with all the hereditaments and appurtenances thereunto belonging or in anywise appertaining, to the said parties.. of the second part,. their ................ heirs and assigns, Forever. N Tegt{monp Mtlereot, The said part.Aesof the first part ha.As. hereunto set....their................ hand.As. the day and year first above written. u �1ZGL...f172 .............................. ,. ..... ............... .... ........ +�+ I+ r 49", 0"T"1111111111 ItH 6431 UNIVERSITY AVENUE W.E., FRIDLEY,.1 MINNESOTA 55432 TELEPHONE ( 612)571-3450 4, 1980 Custom Pools 701 E. Excelsior Avenue Hopkins, MN 55343 Re:. Indoor Swimming Pool Construction at 1601 - 6611 Avenue N.E. Dear Sirs: This letter is to make clear this department's requirements for the swimming pool construction.at the above address. 1. As indicated, one (1) skimmer approved by the National Sanitation Foundation will be provided. 2. As indicated, two (2) returns of approved design for fresh and/or repurified water will be provided. 3. As indicated, a main drain of approved construction will be provided. 4. The filter and pump shall be approved by the N.S.F. and be of sufficient capacity to provide a minimum turnover of at least two (2) times in 24 hours. This department recommends a turnover rate of 6 - 8 hours. 5. No diving board will be provided as the head clearance provided does not meet the Code. 6. The enclosure entrances to the pool area shall be provided with self-closing and self -latching devices to prevent the entrance of small children. 7. An automatic chlorinator should be provided with a suitable test kit. 8. All electrical and plumbing installations shall be inspected'and approved by the City Inspection Department. 9. Suitable safety equipment to include but not limited to a ring buoy and rope that is ll� times the pool diameter, and shepherds crook pole, must be provided and maintained with the pool at all times. Furthermore, these and any other requirements must meet the provisions of the Fridley City Code, Section 115, Swimming Pools. The building permit is approved contingent on final inspections and approval by the City. If any questions or problems arise from this letter, please feel free to contact me at 571-3450. Sincerely, STEVEN . OLSON .S. Environmental Officer CC: Mr. Dave Fuerstenberg STAKE OUT 15=330-3'—PLurCr+RT �m TJiRA'E ,\ 7-7E is. \ \ ,..... A. ALLOW 24"EJ(M.OULNOE � \=— q � �• u '" ACTUM POOL D/MEN1/ON1. FM WORK JPfIEE. E SELECT 07,M 'L POOL DEER- fU-49MN AbV DUPE 2- A?JP APNEL.OAV _MW avw FAV;j* PAN. M of CfAIfN7l0 Rkw. LEOG£ FOR SMRMRrTOR TO QMLOW:-9LL DEOPN 14 gauge galvanized steal MIAMAJ/LV f FIRE H llE0 ON 711/1 PO/N% panels bolted an 3 inch can - FOLLOW ALL IOCAL JIUMVI a COD:$ AND REGULATU= ,F/M //NGLE —LINEA NOLOER 2" SHNO SECTION AK NALF SCALE 0 D NOT USE WITH DIVING BOARDn tars with 5/16 tt 7/8 gal- vanized steal nuts and bolts. Panel flanges 1-1/2 inches on all 4 sides. Rim angles 12 gauge galvanized steal. Curved panels reinforced on 3 foot canters with 12 gauge gal- vanized steel stiffners. Straight panels reinforced on 2 foot canters with 12 gauge gal- vanized steel stiffnars. Panels anchored on 3 foot centers. Straight sections are braced on 6 foot canters with brace as- sembly. �- 0-Z 4-2 R. 3-0" i i GALY. STEEL WALL /2:0P VIEW 30=3" FOLLOW ALL LOCAL suawis cam a®unoras 10-71 3I"38 SIDE VIEW 6.4Y 3.58" 2" sr- 2"J//NO M/N. 6=2's" 7"� � 2-108 \ y 2 •' 3'52 -- 7 2"9fo" 10-72" 30'-3" L►fdo divin boards to be used unl I of col` cat, 1Q S V SNo 1e Follow all local building codes and regulations. e 9 pool fillon wfm—w7rr alffmin—M—Musult installer for winterizing practices. °0 �p, 5312 z apt Kr Ml` h JM@5 cqa R. o SNOWp[N a 0 o q K640 �? Js/ORA1. PANELS REGIV W "• SLIAOM #REN- 4J3 14, FT. W 6=OSLP/N6UT- 4 REOD 9:�FGISTER�OE �r P - 7 FT. G-&'- CURPEO - 7 6'•4" TPAN1/T/ON 310°S7 ✓OLUMf -14,000 GALJ. P/ROd� rOUOtF All LOCAL 9UIlD190 CODtS .. ri TOTAL- J3 RE[#D KEEP POOL FILL W101 WATER AT /ILl TLMES AND Rscu..OM3 TYPE -1 900L MArMa m LAM=MT VINYL ISM STEEL AWL °P`c`'' CO. 25k SD'OBLON6 - 39" PANELS . K.. e. n•n rrrinrr� ar-rs�-t rte-tam-crt u�„�m, USf PR/NTT WITH /NTHLLNT/ONS BMW- SfE NOTf $I — �,.Noo = a .pOS DKCINAL ai rna N.. oN wlw a r.`L -0" 16-17r� �SP-296-CR LOI 'A' FILTER DIAMETER ' 27" MAN, WIDTH UNITROL VALVE 1.1/210 POOL RETURN i TO WASTE PUMP SUCTION ° SELECTION CHART C' 0 1000 BAGS OF MR 20 SILICA SAND BRAIN. STRUCTURAL FOAM PEDESTAL anvtme ama nlxm t1t�t co CATALOG NUMBER MODEL NUMBER FILTER AREA (SQ. FT.) PUMP H. P. RATE/SQ. FT. TURNOVER CAPACITIES A B C 15 g m Yr' 1 CL A CE 8 HRS. 24736-116 F24°' AROwE fm TER H FAIR RELIEF &a IN 'A' FILTER DIAMETER ' 27" MAN, WIDTH UNITROL VALVE 1.1/210 POOL RETURN i TO WASTE PUMP SUCTION ° SELECTION CHART C' 0 1000 BAGS OF MR 20 SILICA SAND BRAIN. STRUCTURAL FOAM PEDESTAL anvtme ama nlxm t1t�t co CATALOG NUMBER MODEL NUMBER FILTER AREA (SQ. FT.) PUMP H. P. RATE/SQ. FT. TURNOVER CAPACITIES A B C 15 g m 20 gpm HOUR 6 H. 8 HRS. 24736-116 HRS -16 1.4 1/2 21 1260 7,560 10,080 12,600 16" 33" 1 1/4 28 1680 10•,080 13,440 16,800 24730-121 RS -20 2.2 3/4 33 1980 11,880 19,800 20" 37" 2 44 2640 15,8<1,120 2 ,400 24731-124 HRS -24 3.124" 1 47 2820 16,920 22,560 28,200 41" 2 1/2 1 1/2 62 3720 22,320 19,760 37,200 GENERAL. NOTES: 3. The filter tanks and pump and unitrol valve are 1. Float rates shown are based on 15 and 20 G.P.M. per sq. ft. approved by the National Sanitation Foundation. ? of filter area. However, rates may vary from 10 to 20 G.P.M. 4, These filters are covered by the following patents: per sq. ft. as desired. Australia Pat.'No. 275,346; Canada Pat. No. 722,018; : Great Britain Pat. No. 934,997; P12xico Pat. No. 2. P 5i ump and pump connector must be purchasod separately.* 79,797; South Africa Pat. No. 1100/65. %a ca cc=== wa 97 V=tavw r , K==k cmmw am == q t'z1cmm m FmExmT J I= di43M{. .Y'.7!3 m tM/Rt/i tm Ri lata O O c.'mP Tram wsmmquopVERTICAL HI -RATE (E�LTER} ! �o , m1am�ft".In" HRS SERIES W/UNITR®L VALVE 1111 WA ftsJ. HAV. Atlanta OwWs =SO a CM %VdmA KNI LML Carty 051. DOM%Taal MM o otw+ae a ezsauv.omawtwmsa�autaeomrAaar.ize �� JUNES 107 asnILA. M J N CITY OF FRIDLEY APPLICATION FOR PLUMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE ?LUM3ING FIXTURE RATES: NO. RATE > o $3.00 F :=tee Fixture Opening d x Water e a m x $2.00 Catch Basin Edi n. $5.00 G m ate+ �C fa a w x Heater Hater Softener .. x r New Ground Rsn Old Building x s°fi Electric water Heater vc.+0.Ej cc $5.00 ti u .� J G •.1 ii Cl i. V •.1 00 v r u c ai n o° ai w v wg a t o as lec I 3 r I ' til i (R) = Future Connection Opening Connected with Sewer (�) = I:ew Fixture, Old Opening Water PARTIAL RATE SCHEDULE ?LUM3ING FIXTURE RATES: NO. RATE > r. $3.00 F :=tee Fixture Opening x $2.00 New Fixture, Old Opening x $2.00 Catch Basin x $5.00 :Fater :eater - to 99,000 BTU x $5.00 00.000 B:J to 199,000 BTU x $10.00 Hater Softener x $7.00 New Ground Rsn Old Building x $5.00 Electric water Heater x $5.00 rAS FITTING FEES: 1st 3 fixtures Additional Fixtures Gas Range to 199,000 BTU Ry?AIRS & ALTERATIONS First $100.0 eae add. $100.00 or fraction x $3.00 X $1.00 X $10.00 State Surcharge TOTAL FEE RrINSPECTION FEE (C; �). $5.00 $2.00 TOTAL S Job Address , ' C G' / - �-' 4 1/ Z-- av I%. A E- - 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 tie 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 ccrrect Fridley, Mn. z 1 19 c� OWNER f4 c) ry G f/L S i %6L-� /3 F a & E� MI) OF BUILDING USED AS `'� i &leF (��% ✓/! �%L+ �i TO BE COMPLETED ABOUT � / s z � U a �- ESTIMATED COST ' U OLD - NEW BUILDING PERMIT NO. PERMIT NO. Company 13 Pq LW e -- T"--011- , Signed By ,r o — "- -011-� Tel. No. —7 S --L) ROUGH INSP. . Date FINAL INSP. Iq "- j - Date APPROVAL FOR PERMIT , MINIMUM FEE FOR ANY PLUMBING PERe-IT IS $7.50 pLjs $.50 STATE SURamRGE CITY OF FRIDLEY APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES PARTIAL RATE SCHEDULE GRAVITY WAP -M AIR: RATE TOTAL Furnace Shell & Duct Wor$ $"' ¢ * Replacement of Furnace 7.00 $ Repairs & Alterations -up to $500.00 7.00 $ Repairs & Alterations each add. $500.00 4.00 MECHANICAL WARM AIR: Furnace Shell & Duct Work to 100,000 BTU $12.00 $ each add. 50,000 BTU 4.00 $ *P.eplace=e .t of Furnace 7.00 $ Re:airs & Alterations -up to $500.00 7.00 ¢ Repairs & Alterations each add. $500.00 4.00 $ SMk%t OR MT WATER SYSMI: Poiler & Lines up to 100,000 BTU $12.00 each addn. 50,000 BTU 4.00 Boiler only up to 100,000 BTU 7.OQ $ each adds. 50,000 BTU �•AA OIL BURNER- to 3 gal. per hour S1Q.QQ $ each add. 3 gal. per hour }A; AQ S GAS BURNER- from 100,000 BTU to 1g9,gqq RTR WAR $ ®� {over 199,999 BTU see Fee Sc444le1 S GAS FITTING FEES: - 1st 3 Fixtures x $ 4;QQ S r!ditional Fixtures Gas Range to 199,QQ0 BTU I< S4;QA S AIR CONDITIONING ¢ FAX HEATING SYSTEMS See Fe Sc d 1 VENTILATING SYSTEMS $ gyp. ®9 ALTERATIONS 4 REPAIRS $ State Surcharge $ .50 TOTAL FEE $A'W- FtDUGH INSP. Date Date APPROVAL FOR PERMIT REINSPECTION FEE ($10.00) FEE FOR ANY HEATING PERMIT IS $7.50 PLUS $.50 STATE SUPMMRGE *Attachad stack verification form . Job Address 1 I klw Department of BgtjcUngs C;ty of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work here3."I specified agreeing to do all work in strict accordance with the City Codes - and rulings of the Department of Buildings, and 'hereby declares that all the facts and representations stated in this application are true and correct. Fridley, Minn. _ -22 . 19151 OlgER V r -IND PF BUILPING ps«�s ��1 TA Pr:.. PPR £TR PRT Aizz, L� Z `epl PPM � ASR - 1 RATTQ T�G€"STT NQ. FER.ITT N0. pESCRTFTTPri QF FUFVACE/BUFN R R ►T1KG Qr ?-qjP t FWT$ St a ?t!, #tRx FT4Xer1 Waw At;- No. Trade Name 1DE-OI 14jh/A Size No. 14C-1-� Capacity $q. Ft. EAR BTU HP Total Connected Load Kind of Fuel BURNER - Trade Name Size No. Capacity Sq. Ft. EDR J� BTU HP Company A D:m CED (� � eA-a f� A/C Signed By., a � Tel. No.Wr-i10 ly� tti Rice creek watershed d " C/O CITY OF ARDEN HILLS, 1450W. HWY 96. ARDEN HILLS, MINNESOTA 55112 TELEPHONE 612 633-5676 March 2, 1981 Please reply to: Administrative Office: Suite 177 Arden Plaza Mr. David Fuerstenberg 1 3585 Lexington Ave. No. 1601 661h Avenue NE Arden Hills, MN 55112 Fridley, Minnesota 55432a/� (612)483-0634 BONNIE TORPE, Admin. Ass't Re: Permit App catio 8 -13: David Fuerstenberg Location: 601 6 venue NE, Fridley Purpose: val of shoreland improvement for proposed retaining wall in the vicinity of Rice Creek Dear Mr. Fuerstenberg: Receipt is acknowledged for the following exhibits: 1. Permit applilcation dated February 5, 1981 2. Sketch of proposed retaining wall construction, undated and received February 9, 19,81. The project, as submitted under Permit Application No. 81-13 shows compliance with the Rules, Regulations and Guidelines of the District. Therefore, the District Engineer hereby issues administrative approval of the project subject to ratification by the Board of Managers at their meeting on March 25, 1981. Very truly yours, EUGENE A. HICKOK AND ASSOCIATES Engineers for the District Peter R. Willenbring Civil Engineer PRW/bt cc: Board of Managers F. Murray Administrative Assistant, RCWD Office D. Eklin CAC L,Z"ity of Fridley BOARD OF MANAGERS A.J. CARDINAL, SR. G.V. DIMKE C.T. KING R.R. HAMILTON E.A. PETRANGELO ANOKA COUNTY RAMSEY COUNTY WASHINGTON CO RAMSEY COUNTY ANOKA COUNTY c e .urvnw 4 r--.— All Aloe . C.— , •.,.91— nn..,,,..., or. 1ce0 aa.v--, ,,"" " L ...,1 81-13 SUITE 177, ARDENPLAZA . �:CI�TD Permit No. 3585 NORTI3 LEXYNGTON AVENUE cc: City of Fridley'® ((�v GARDEN HILLS, MINNESOTA 55112 E.A. HickoX & Assoc. RCM File' PER'iIT Permit Application No. 81-13 Issued to : David Fuerstenberg, (601 66 2 Avenue NE, Fridle r'R�1 55432 Y. Location: 1601 662 Avenue NE, Purpose: Approval of Shoreland Improven-ent for proposed retaining wall adjacent to Rice Creek. At their meeting on March 25, 1981 . , the Board of Managers of the Rice Creek Watershed District reviewed your hermit application and the rec- ommendation of the District Engineer together with the following exhibits: 1. Permit Application dated 2-5•-81. 2. Sketch of proposed retaining wall construction, undated and received 2--9-81. They found the project as planned to be in accordance with the Rules and Regulations, and Guidelines of the District and therefore approved the permit as requested, with the following stipulations: NONE A followup inspection will be conducted at the project site to assure com- pliance with all agreements, terms and/or stipulations to this Permit. Fail- ure to comely with the foregoing may result in rescission of the Permit, and is in violation of Chapter 112.89 MSA, a misdemeanor. This document is not transferable, and is valid for one (1) year after the date of issuance. If no construction activity has occurred after the one. year time period, this Permit must be renewed. If construction is underway, a time extension may be granted. Please contact us at 433-0034 when the project is about to commence so an inspector may view the work in progress. The enclosed Owner's Certification must be forwarded within 10 days of project comple ion.,; .� Tate of Ts>>ae : March 3� ,981 P:' :�;pt` a' 1 I.?�ll-� .6. 3t?..e.E President, _ iC� oard o dangers Form C3-79 i}- � �-� PERMIT To be by the zn,,,j�li//cant Owner-��r�� Address •ALI/- City: . '�,•9�,11%i 1�!:� i�'l:'J t'.10�:!l :�:l t� I:'_�_o.I L:i Plan O incl ite Drainage Plan Or- load I'lla i_n De ve _„ -m.en c (""Use AT, T)rrJ1)'!=.at;.orl of Public Water-,; ()Bri el e- or Constrcic.t:i_o n Set--hucl; (:)Priv3 to Draiva>7p C)Othr e(eX-DD-2i 11. il- -,-W -I-S� PET -MIT API'LICAIJOINT Received a-c'r tnsncc l:c�T� TI P -07 (Sif l)'ILUrc of Ovd'_l.er) Name of Project: Purpose of P r o j c` Z : Loc=".'L'.-�on of I•iuni_cipality or 'jawriship : ��/_,c��z��/ of Section _ .�_ Tovmz chip _ I ar.gc-_ _... Call 433-0634 if assistance in for: is r'eguired. Please attach draC�'in s plans ai-i i other cl,: ct . cis oil, `_1.r ucl, �n "Rice C):'(rl': Wate.rSllC`Ci . Dist7'iC t _Zc c nlations'; . I'rli i Ur 0-*I-i'Vc?1-l:l)is form, $'.1.0.00 fee and t(, the a6dtess__.abOVe "A fi"C'.I_ct i_nspecl:l.on fee, r).,k this pe-cudt: sll":!Il 'I)( -'ail l'r-far'�l to �":ovm- '.c:tual cosi. relit e-6 to d fig: id inspection. i11C:31_LCli.ng t-11;` illi%CSi i ,.:: 1011 o ir.�-le 'arc -a Laffc'CL by tl.ie proposed activit>> atlaly, i-:- of t -h.= , ' v : .71"Ui�O..CG c...i:.ViL-I, .�C7.A1Cf`S 0:1: ci. consul tarlt and in L.dditi on, a fee will. 1)c e_i� rp: d fc)r anre+, ui.rcd T1101aitli:1'1.11gg Of t}1r 17i0})()sCd i1Ct1V1+}r.t' i`;,S.A. n�., t�.'. L), }r �, 11.7_ . 80" S,u,. , A,. 'p 1_ in fol this pc'_rmit t.o i;i;VID dol'; i,oL preclude yourL)"!f; .j :::C any ItOCC SSS ry per')' -ii i::}lEli. )1)Ci.y' f1C T'c`Ci"ti :i.:CCd (.:C`•).1 c?;i) 1io\ri.l"Il:;lo11L:11. �t}.'.;c')1c�1E:. Afi-Iii (: TEY. V7AT'II;SHED D'I..:.--IT'7.M SUIT 1 7 7 , A):D1;,',; PLAZA o 9�D I 3585 �[ I -I' ;TH LEXI I;GTON iAVE"NU Ld ARD"1. N HILLS, M.%I' NESOT11 5 i}- � �-� PERMIT To be by the zn,,,j�li//cant Owner-��r�� Address •ALI/- City: . '�,•9�,11%i 1�!:� i�'l:'J t'.10�:!l :�:l t� I:'_�_o.I L:i Plan O incl ite Drainage Plan Or- load I'lla i_n De ve _„ -m.en c (""Use AT, T)rrJ1)'!=.at;.orl of Public Water-,; ()Bri el e- or Constrcic.t:i_o n Set--hucl; (:)Priv3 to Draiva>7p C)Othr e(eX-DD-2i 11. il- -,-W -I-S� PET -MIT API'LICAIJOINT Received a-c'r tnsncc l:c�T� TI P -07 (Sif l)'ILUrc of Ovd'_l.er) Name of Project: Purpose of P r o j c` Z : Loc=".'L'.-�on of I•iuni_cipality or 'jawriship : ��/_,c��z��/ of Section _ .�_ Tovmz chip _ I ar.gc-_ _... Call 433-0634 if assistance in for: is r'eguired. Please attach draC�'in s plans ai-i i other cl,: ct . cis oil, `_1.r ucl, �n "Rice C):'(rl': Wate.rSllC`Ci . Dist7'iC t _Zc c nlations'; . I'rli i Ur 0-*I-i'Vc?1-l:l)is form, $'.1.0.00 fee and t(, the a6dtess__.abOVe "A fi"C'.I_ct i_nspecl:l.on fee, r).,k this pe-cudt: sll":!Il 'I)( -'ail l'r-far'�l to �":ovm- '.c:tual cosi. relit e-6 to d fig: id inspection. i11C:31_LCli.ng t-11;` illi%CSi i ,.:: 1011 o ir.�-le 'arc -a Laffc'CL by tl.ie proposed activit>> atlaly, i-:- of t -h.= , ' v : .71"Ui�O..CG c...i:.ViL-I, .�C7.A1Cf`S 0:1: ci. consul tarlt and in L.dditi on, a fee will. 1)c e_i� rp: d fc)r anre+, ui.rcd T1101aitli:1'1.11gg Of t}1r 17i0})()sCd i1Ct1V1+}r.t' i`;,S.A. n�., t�.'. L), }r �, 11.7_ . 80" S,u,. , A,. 'p 1_ in fol this pc'_rmit t.o i;i;VID dol'; i,oL preclude yourL)"!f; .j :::C any ItOCC SSS ry per')' -ii i::}lEli. )1)Ci.y' f1C T'c`Ci"ti :i.:CCd (.:C`•).1 c?;i) 1io\ri.l"Il:;lo11L:11. �t}.'.;c')1c�1E:. Afi-Iii PRCJDM: Shoreland Improvement. Applicant is Permit Application No. 81-13.4" 'pzbpC!sing to construct a series of retaining !% walls to extend down the slope that March 3, 1981 terminates . in the vicinity of Rice Creek, Date Fridley APP 1 i c ant M. FuPrstenberg RICE CREEK WATERSHED DISTRICT �V NOTICE OF PERMIT APPLICATION STATUS/2, At their meeting on February 25, 1981 , the Board of Managers of the Rice Creek Watershed District took the following action on your permit application: [Denied ®Tabled. E] Tabled with authorization for administrative action ®Pending receipt of detailed plans showing how the proposed retaining wall will be constructed. If you have any questions, please call 483-0634 cc: City of Fridley' E.A. Hickok & Assoc. RCM File FORM E11=78 Bonnie Torpe Administrative Assistant l�AC eQ V4 •0?A FJt v LF ,bio / Gid SUITE 17.1 , PI.,A/'-' . 3585 NORTH LE'iIaC=TON AVE11H ARDEN HILI,S, MINNESOTA 55112 s PERMIT Iiwtvll Permit No X1'13 cc: City of Fridley-" � lici E.A. HickoY, & Assoc. RCWD File Permit Application No. 81-13 Issued to: David Fuersterberg, (1601 662 Avenue NE, Fridley, Acv 55432 Location: 1601 662 Avenue Ivy,, Purpose: Approval of Shoreland inprovement for proposed retaining wall adjacent to Rice Creek. At their mceti i.-ig on March 25, 198_1 • , the Boal:(,' of Managers of the Rice Creek Watershed Dist,,_1_ct revi_f-_' ed your permit application and the rec- omr:end ,at ion of the District Engineer together with the following exhibits: 1. Perm. -It Application dated 2-5•-81. 2. Sketch of proposed retaining v. -all construction, undated and received 2-9-81. They found the project as planned to be in accordance with the Rules and Regulations, and Guidelines of the District and therefore approved the permit as requested, wit -11 the following stipulations: NaM A follovup inspection will be conducted at the project site to assure com- pliance tait'h all agreements, terms and/or stipulations to this Permit. Fai ure to comply with the foregoing may result in rescission of the Permit, al is in violation of Chapter 112.89 MSA, a misdemeanor. This document is not transferable, and is valid for one (1) year after the date of issuance. If no construction activity has occurred after the one year time period, this Peimiit must be renewed. If construction is underway a time extension may be granted. Please contact us at 433-0134 vaher_ the project is about to corsmence so an inspector may view the wort: in wt -ogress. The enclosed Owner's Certificatioi must- be forwarded within lira days of project comple ion...' ;-. ..1 vn Date of Issue Yarch 31 i9el `t LI 11resident,~RC;1%itBoard o: Managers Form C3-79 ` Rice Creekwatersh C/O CITY OF ARDEN HILLS, 1450 W. HWY 96, ARDEN HILLS, MINNESOTA 55112 TELEPHONE (612) 633-5676 March 2, 1981 /Mr. David Fuerstenberg 1601 663/2 Avenue NE J Fridley, Minnesota 5543?,/ 0.70D LVAIIIq IOn AVH. NO. Arden Hills, MN 55112 (612) 483-0634 BONNIE TORPE, Admin. Ass't. Re: Permit App catio 8 -13: David Fuerstenberg Location: 601 6 venue NE, Fridley Purpose: val of shoreland improvement for proposed retaining wall in the vicinity of Rice Creek Dear Mr. Fuerstenberg: Receipt is acknowledged for the following exhibits: 1. Permit application dated February 5, 1981 2. Sketch of proposed retaining wall construction, undated and received February 9, 1981. The project, as submitted under Permit Application No. 81-13 shows compliance with the Rules, Regulations and Guidelines of the District. Therefore, the District Engineer hereby issues administrative approval of the project subject to ratification by the Board of Managers at their meeting on March 25, 1981. Very truly yours, EUGENE A. HICKOK AND ASSOCIATES Engineers for the District Peter R. Willenbring Civil Engineer PRW/bt cc: Board of Managers F. Murray Administrative Assistant, D. Eklin CAC L,Azlfty of Fridley A.J. CARDINAL, SR. G.V. DIMKE ANOKA COUNTY RAMSEY COUNTY RCWD Office BOARD OF MANAGERS C.T. KING R.R. HAMILTON E.A. PETRANGELO WASHINGTON CO RAMSEY COUNTY ANOKA COUNTY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 - (612) 571-3450 • FAX (612) 571-1287 May 20, 1994 Dennis and Maty Senor 1601 - 66 1/2 Avenue N.E. Fridley, MN 55432 RE: Property at 1601 -.66 1/2 Avenue N.E. Dear Mr. and Mrs. Secor: This letter is to confirm the information that I discussed with Dennis in our recent telephone convamation. At that time, I advised you of my recent contact with your neighbor to the east regarding a drainage issue along the west side of her property. During our conversation, I stated that scone of the water entering your neighbor's property appears to be runoff from the rear portion of your garage. You indicated that you believe this runoff would be handled on your property and run through the existing drain pipe toward the back part of your lot, provided that the drain opening at the rear of the dog kennel is kept clear and unobstructed. (While conducting my recent inspection, I observed that this oPenuq appeared to be plugged.) At the end of our -discussion, I proposed that the following steps be enact -.ed in an attempt to resolve this problem. 1. You should keep the drain opening at the rear of the dog kennel clear and unobstructed to allow proper drainage of excess water fran your garage roof. 2. In the event that future observations suggest that keeping this drain opening clear does not significantly reduce runoff onto your neighbor'sro P Pe ort I request that you make arrangements to connect the down spout from this portion of your garage roof with the existing pipe system design to run excess water back to the rear of your property. 3. I have advised your neighbor to sod or seed the area along the west side of her rear yard to provide adequate ground cover and minimize erosion. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Sincerely, Steven Bang Planning Assistant SB:ls CE -94-214 GNOF FRIDLEY FRIDLEY MUNICIPAL CENTER . 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 . (612) 571-3450 • FAX (612) 571-1287 August 18, 1994 Dennis and Mary Secor 1601 - 66 1/2 Avenue N.E. Fridley, MN 55432 RE: Property at 1601 - 66 1/2 Avenue N.E. Dear Mr. and Mrs. Secor: On May 20, 1994, I sent you a letter (copy attached) regarding a drainage issue along the east side of your property. This letter confirmed the following understanding reached during conversations which I had with you and your neighbor to the east: 1. You would keep the drain opening at the rear of the dog kennel clear and unobstructed to.allow proper drainage of excess water from your garage roof. 2. If simply keeping clear the drain opening in the dog kennel did not significantly reduce runoff onto your neighbor's property, you would make arrangements to connect the downspout from this portion of your garage roof with the existing pipe system design to run excess water back to the rear of your property. 3. Your neighbor would sod or seed the area along the west side of her rear yawl to provide adequate ground cover and minimize erosion. On August 15, 1994, I received information suggesting that corrective action had not been fully completed and the drainage problem has continued. Upon inspection, I observed that the drain opening in the dog kennel remained plugged and the downspout from the garage had not been connected to your existing pipe system. Your neighbor sodded the west portion of her property, but it appears that the sod has been damaged by excess runoff. The Fridley Zoning Code (appropriate section copy enclosed) states that "no land shall be altered and no use shall be permitted that results in water runoff causing flooding, erosion or deposits of minerals on adjacent properties." It appears that you may have negatively altered the drainage of your neighbor to the east through work performed on your property, and you could be held responsible for damages caused by excess runoff. Therefore, I request that you act immediately to correct this situation. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Thanks for your cooperation! Sincerely, Steven Barg Planning Assistant SB:sb CE -94-419 FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 July 24, 1995 Dennis & Mary Secor 1601 - 66-1/2 Avenue N.E. Fridley, MN 55432 RE: Property Drainage at 1601 - 66-1/2 Avenue N.E. Dear Mr. and Mrs. Secor: It has been brought to my attention that a serious and recurring drainage problem exists on your property. Upon observation by myself and a member of the City's engineering staff, it is also clear that this drainage problem appears to have significantly affected an adjacent property. Further research indicates that you have been notifed about the problem by our staff on previous occasions. The purpose of this letter is to emphasize the importance of correcting the problem, propose two possible solutions to the existing drainage problem, and inform you of the Fridley City zoning code requirements regarding land alteration and water'iunoff. As you know, from the previous letter dated August 18, 1994, the Fridley zoning code states that "No land shall be altered and no use shall be permitted that results in water runoff causing flooding, erosion or deposits of minerals on adjacent property." A recent inspection of this runoff problem has confirmed that a neighboring property is being negatively affected by your current drainage system. During our site visit, it was clear that the current system constructed of white PVC tubing has been disconnected, patched and destroyed in many areas. In its current condition, the system is inadequate and in need of serious repair. While inspecting the site, both the engineer and I developed two scenarios for solving the problem. They are: 1. Repair the existing system a. Extend the gutter from the rear of the garage to create a hard connection with the floor drain in the dog kennel. b. Place all patched together PVC connections with permanent joint connections. c. Replace a substantial portion of the cracked or crushed PVC tubing which extends from the garage down the hill to Rice Creek. It Dennis and Mary Secor July 24, 1995 Page 2 d. Perform regular maintenance and monitoring to ensure the system is directing the runoff without negatively affecting both yours and your neighbor's property. 2. Redirect drainage and develop a new system a. Connect existing gutters on the front and rear of the garage and direct the drainage toward the driveway and street. b. This option would likely require a long extension from the existing gutter, approximately half the distance to the street. c. This option would require far less maintenance and monitoring, but might represent a higher cost up front. Please consider these options as well as any other alternative we may have overlooked. City code requirements make it necessary that you shall proceed in correcting the current violation in a timely manner. If we can be of any further assistance in the development of a new system, or repair of the old system, please let me know. Due to the immediacy of the problem, staff expects corrections and compliance on or before August 1, 1995, and will be re -inspecting on or shortly after that date. Feel free to contact me at 5 72-3 595 if you have any questions, or wish to discuss this further. Thanks for your cooperation. Sincerely, Kurt Schneider Code Enforcement Officer KS:da CE -95-205 Us SICCI t SeC Dr 1 M CC%,Avenue NE Fridley, AN J 32-47CC July 291h 1995 City of Fridley Attn.: Kurt Schneider Fridley Municipal Center 6431 University Avenue NE Fridley, MN 55432 Dear Mr. Schneider, RE: Your letter of July 24' regarding rainwater drainage Please allow me to begin by stating that I had complied with prior requests to repair the damaged drainage pipe and to clear the plugged floor drain in our dog kennel. In fact, I had intended on performing the necessary work before having been notified by your office last year. Allo me to also remind you that I have made no "alterations" whatsoever to the design of this syste as your letter would otherwise suggest. The present interconnecting system of gutters, down pouts, and P.V.C. piping was installed some twelve to fifteen years ago by the previous owne s (David and Rose Fuerstenberg). My wife and I have only owned the property for the past four y ars, during which I have performed regular maintenance. The ork which I performed last year included replacing most of the exposed 4" P.V.C. fittings and a length of ice damaged 4" pipe. Additionally, I devised a "frost plug" to prevent a repeat fra a from ice expansion during the winter months. I inserted a pipe tee facing downward, to which I had bonded a light gauge plug to act as a "frost plug". If you consider this improvement to be noteworthy alteration of the original system design, I will remove it.. Furthermore, I had assisted the previous owner of the adjacent property in filling a rather large sinkho a in the area abutting our property. I felt somewhat obligated to offer assistance due to last su, nmer's untimely rupture of our rainwater drainage system, which may have contributed to the erosion / sinkhole, compounded by the simple fact that the previous owner had been a senior woman. The majority of the erosion was due to natural runoff from the neighbor's own backyard, however, since the area in question is located at the lowest corner of the yard and was devoid of ground cover (until being sodded prior to selling the property to the current owners). Interestingly enough, I observed firsthand that the sinkhole exposed a rather unusual combination of landfill materials (a bird bath, scrap metal, branches, cinder blocks, etc.) which undoubtedly contributed to the collapse due to disproportionate settling. Since I am limited to inspecting the rainwater drainage system from my neighbor's property, I find it rather difficult to check the system more than three or four times a year. I do, however, rid the kennel area of accumulated leaves and such far more frequently. The new owner alerted me to a section of pipe which was leaking, and to which he had affixed a makeshift patch. Perhaps it is this to which you refer when you stated that the system was "disconnected, patched or destroyed". In view of my previous repairs, I can only conclude that any other damage that you may have observed to be the result of deliberate vandalism. I had scheduled additional repairs of the system before the end of this summer, and have commissioned someone to assist me in performing this work within the next two weeks. Du SCIAt SIDU Dir 1 G01 CC% ,Avenue NE Fridley, MN 55/32-4706 Unfortunately, repair of the system is complicated by its close proximity to the neighbor's chainlink fence. It is nearly impossible to properly service the system without temporary removal of the fence fabric and one or two of the fence posts, as I had done last year. I appreciate your recommendations, but have dismissed the second scenario for several reasons. First, it would clearly violate the spirit, if not the letter, of the prevailing codes under which the present system was constructed. Secondly, it would doubtless become the neighborhood eyesore by running downspouts some 30' to 40' toward the street. Thirdly, there is no storm drain in the immediate area. Fourthly, our front yard and driveway are virtually "flat". Lastly, the cost would likely prove to be considerable. I propose a minor modification of the existing system, similar to your first scenario. I shall be extending the rear downspout so that it discharges in close proximity to the kennel floor drain. I shall once again repair any damaged areas of the P.V.C. piping up to the edge of the bluff. I would like permission to replace the downhill P.V.C. run with 4" flexible tubing which would be buried a few inches below the surface of the soil. Money permitting, I would also like permission to replace and bury a matching downhill run at the opposite side of our property. Burying portions of the system would make it less susceptible to damage or vandalism. I would also appreciate your input regarding some sort of paint which might be used to camouflage the white P.V.C. piping, so that it might better blend with its surroundings. Such paint should probably have an acidic quality so as to etch the surface of the plastic to establish a permanent bond. I would also like to ask that you allow me until August 218, due to my not being able to raise sufficient cash to purchase the required materials much before that time. Thank you for any suggestions you are able to make. Regards, D. Scott Secor FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 • (612) 571-3450 • FAX (612) 571-1287 May 20, 1994 Dennis and Mary Secor 1601 - 66 1/2 Avenue N.E. Fridley, MN 55432 RE: Property at 1601 - 66 1/2 Avenue N.E. Dear Mr. and Mrs. Secor: This letter is to confirm the information that I discussed with Dennis in our recent telephone conversation. At that time, I advised you of my recent contact with your neighbor to the east regarding „g a drainage issue along the west side of her property. During our conversation, I stated that some of the water entering your neighbor's property appears to be runoff from the rear portion of your garage. You indicated that you believe this runoff would be handled on your property and run through the existing drain pipe toward the back part of your lot, provided that the drain opening at the rear of the dog kennel is kept clear and unobstructed. (While conducting my recent inspection, I observed that this opening appeared to be plugged-) At the end of our discussion, I proposed that the following steps be enact -ped in an atteupt to resolve this problem. 1. You should keep the drain opening at the rear of the dog kennel clear and unobstructed to allow proper drainage of excess water from your garage roof. 2. In the event that future observations suggest that keeping this drain opening clear does not significantly reduce runoff onto your neighbor's property, I request that you make arrangements to connect the down spout from this portion of your garage roof with the existing pipe system design to run excess water back to the rear of your property. 3. I have advised your neighbor to sod or seed the area along the west side of her rear yarn to provide adequate ground ever and minimize erosion. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Sincerely, Steven Barg Planning Assistant SB:ls CE -94-214 GlYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 • (612) 571-3450 • FAX (612) 571-1287 May 20, 1994 June Benson 1605 - 66 1/2 Avenue N.E. Fridley, MN 55432 RE: Property at 1605 - 66 1/2 Avenue N.E. Dear Ms. Benson: This letter is to confirm the information which we discussed in our recent telephone conversation. At that time, I indicated that I had spoken with the property owner directly to the west of your residence concerning the drainage problem on the west side of your rear yard. During my discussion with your neighbor, he stated that he believes that most of the water runoff is effectively handled on his property when the drain opening at the rear of the dog kennel is kept clear and unobstructed. I advised him to take action to unplug this opening as soon as possible and monitor it regularly to ensure that it is kept open. In addition, I stated that in the event future observations suggest that this does not correct the problem, I will be requesting that he connect the down spout from the rear portion of his garage with the existing drain pipe system which runs water to the rear of his property. He agreed to further consider this option should the drainage problem persist. In addition, I would like to reiterate the importance of sodding or seeding along the west side of your rear lot. This action (in connection with your neighbor correcting the runoff problem) will greatly assist in preventing erosion and minimizing drainage concerns at this location. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Sincerely, Steven Barg Planning Assistant SB:ls CEM -94-215 GNOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432. (612) 571-3450. FAX (612) 571-1287 August 18, 1994 Dennis and Mary Secor 1601 - 66 1/2 Avenue N.E. Fridley, MN 55432 RE: Property at 1601 - 66 1/2 Avenue N.E. Dear Mr. and Mrs. Secor: On May 20, 1994, I sent you a letter (copy attached) regarding a drainage issue along the east side of your property. This letter confirmed the following understanding reached during conversations which I had with you and your neighbor to the east: 1. You would keep the drain opening at the rear of the dog kennel clear and unobstructed to.allow proper drainage of excess water from your garage roof. 2. If simply keeping clear the drain opening in the dog kennel did not significantly reduce runoff onto your neighbor's property, you would make arrangements to connect the downspout from this portion of your garage roof with the existing pipe system design to run excess water back to the rear of you prcperty. 3. Your neighbor would sod or seed the area along the west side of her rear yawl to provide adequate ground cover and minimize erosion. On August 15, 1994, I received information suggesting that corrective action had not been fully completed and the drainage problem has continued. Upon inspection, I observed that the drain opening in the dog kennel remained plugged and the downspout from the garage had not been connected to your existing pipe system. Your neighbor sodded the west portion of her property, but it appears that the sod has been damaged by excess runoff. The Fridley Zoning Code (appropriate section copy enclosed) states that "no, land shall be altered and no use shall be permitted that results in water runoff causing flooding, erosion or deposits of minerals on adjacent properties." It appears that you may have negatively altered the drainage of your neighbor to the east t n-ough work performed on your property, and you could be held responsible for damages caused by excess runoff. Therefore, I request that you act immediately to correct this situation. Feel free to call me at 572-3595 if you have questions or wish to discuss this further. Thanks for your cooperation! sincerely, Steven Barg Planning Assistant SB:sb CE -94-419 City of Fridley? AT THE TOP OF THE TWINS SUBJECT�'°�^ BUILDING P E R M I T'" 4 0 a 5 t RECEIPT NO. COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. /063 r CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 3/14/96 JOB ADDRESS 1601 66 1/2 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 12 Moore Lake Park 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Scott/Mary Secor 1601 66 1/2 Avenue NE782-0957 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO R Miller Construction Inc 953 Mississippi- 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 Fire Repair; replace garaize rafters some house rafters, replace bedrnom windnw, interior fire repair 9 CHANGE OF USE FROM TO STIPULATIONS Verify roof framing with inspector (no alterations without engineer's certification on trusses). Verify all mechanical systems (plumbing, heating, etc.) R-44 ceiling insulation (air chutes and ventilation). Provide smoke detectors as per UBC 310.9. Provide ice dam barrier 12" from heated wall line. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU. FT AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 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 @@ $37.13 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $74,250 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- $731.00 Fire SC $74.25 STRUCT OR THE PERFORMANC CONSTRUCTION. PLAN CHECK FEE TOTAL FEE Oy/ �a�License �EI SC $5.00 $847.38 SIGNATURE OF ACTOR ORA T ORIZED ENT WHEN PROP VA IDATED THIS IS YOUR PERMIT - BL ,INSP F)ATE SIGNATURE OF OWNER IIF OWNER BUILDERI IDATEI NEW [ ] Effective 3/1/96 ADDN [ ] CITY OF, FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application ConstructionAddress: Zzo/ Legal Description: Owner Name &Address: Tel. # 7S Contractor. �r //� �+�g�6 S� ✓��.y�j�(i MN LICENSE # �p i Address:- ���� SSi�� ' S/. � ����y S�5 ��2 Tel. # _::5- 71— Attach /—Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA: Length DESCRIPTION OF IMPROVEMENT Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER: C a r� e �� cf d v �- r vs Comer Lot [ ] Inside Lot [ ]�PFt "Yd Setback Side Yard Setbacks Type of Construction: Estimated Cost: $ Approx. Completion Date: J LYLV ,�q,9 (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: — — APPLICANT: r �t� Tel. # Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: CITY USE ONLY 4;�) $ Fee Schedule on Reverse Side $ �%, Z .001 of Permit Valuation (1/10th%) $ , /J $.50/$1,000 Valuation $ $900 per SAC Unit Com/ $ $5.00 (State Licensed Residential Contr $ Alt. A or Alt. B Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $7 3� tors) �7� %) Agreement Necessary [ ] Not Necessary [ ] #Slae, C 3/0,17 Friday, March 08, 1996 Page 1 of 1 ALSM"WIL ON am *TM Invoice : 2 P.019=419 GABL A2 Job Key: 16240 26-0-0 SHIP Ron Miller 12 P.O. Number: A13691 COMN TO: MILLRJ61 26-0-0 Ordered By: Tom Christensen W-0006] 1 1601 66 1 t2 Ave. JOB SITE VISIT, (1 Hour) Order Date: 03/04/96 I T— Fridley Ship Date: Quote #: Addtn. to : SOLD Scherer Bros. Medbery Yard TO: TMC Sales: DLG Layout: Designer: CJT Pitch : 4.0000 Cut: Plumb TC Live: 40.00 TPI Spacing : 2-0-0 Length : 2-0-0 TC Dead: 10.00 Heel: 2x4 Level Return: 0-0-0 BC Dead: 10.00 I Return Depth : 0-0-0 Notes : Call Ron @571-3514 Before Delivery. Al 2 26-0-0 GABL A2 11 26-0-0 SCIS, BL -R 2x4 A3 12 26-0-0 COMN A4 2 26-0-0 SPEC3, OHR 3-6-0, SR 4-0-12, BL -R W, IBL 12-2-4, FBCL 12-4-0, See Drawing W-0006] 1 JOB SITE VISIT, (1 Hour) I T— TRUSS INFORMATION PACKAGE Notes : Call Ron @571-3514 Before Delivery. Job' 4 Truss Truss Type Qty Ply 16240 A2 26-0-0 SCIS 11 1 RON MILLER CT S105002 Truss Manufacturing Co. (MN) 3.300 s Sep 20 1995 MTek Industries, Inc. Fri Mar 08 16:24:08 1996 Page 1 -2-0-0 5-2-10- 1 9-10- 13.0-0 16.10.9 20.9.2 26-0-0 28-0-0 2-0-0 5-2-14 310-9 3.10-9 310-9 3.10-9 5.2-14 2-0-0 4x14 = 5 1x4 a 1x411 4.00 12 3x6::: 4 6 3x8 a N 3x4 % 3 7 3x4 ti n 2 8 v 12 13 7x10 = 11 r '° 14 4x8 = 4x8 = 10 1 1.5x4 n 1.5x4 n 9 I 1 4x8 % 4x8::: 9 4x7 = 2.00 12 3x9 5-2-14 9-1-7 13-0-0 16-10-9 20-9-2 26-0-0 5-2-14 3.10-9 3-10-9 310-9 3.10.9 5.2-14 Plate Offsets (KY): [1:0-3-7,0-M], [1:0-1-12,0-1-11], [5:0-0-0,0-1-0], [9:0-2-12,0-0-8], [9:0-3-0,0-1-9], [11:0-3-3,0-1-8], [13:0-1-4,0-1-8] LOADING (psf) SPACING 2-M CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.92 Vert(LL) 0.78 12 396 M20(20ga) 127/93 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) 1.17 12 264 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.59 9 n/a BCDL 10.0 Code UBC -94 Min Length / LL den = 240 Weight: 96 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 210OF 1.8E *Except* TOP CHORD Sheathed or 1-11-11 on center pudin spacing. 1-3 2 X 4 SPF 240OF 2.OE, 7-9 2 X 4 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. BOT CHORD 2 X 4 SPF 21 OOF 1.8E WEBS 2 X 4 SPF -S Stud REACTIONS (lbs/size) 1=1743/0-3-8, 9=1743/0-3-8 FORCES TOP CHORD 1-2=-7044, 2-3=5954, 3-4=-5954, 4-5=-5954, 5-6=-5954, 6-7=5954, 7-8=-5954, 8-9=-7044 BOTCHORD 9-10=6734, 10-11=6734,11-12=4483,12-13=4483,13-14=6734,1-14--6734 WEBS 2-14=90, 2-13=997, 4-13=388,543=1529,5-12=1552, 5-11=1529,6-11=388,8-11=997. 8-10=90 NOTES 1) This truss has been designed fora 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. LOAD CASE(S) Standard I hereby certify that this plan, speci- fication or report was prepared by me or under my direct supefvisian and that I am duly Registered Pro- fessional Engineer under the laws of the State Of Minnesota. STEPHEN W.CABLER DATE` AR 1119% ilam AwAmwc; - verW design parameters and READ NoTEs ON THIS AND REDERBE SIDE BEFORE um. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslbllHy of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbAlty of the erector. Additional permanent bracing of the overall structure Is the tesponslbilily of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installing and Bracing Recommendation ava0able from Truss Plate Institute, 583 D'OnoOlo brlv4, Madison, WI 83719. Symbols Numbering Systemever s Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, i3/. *Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. ,�e� J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 C3 other. It Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZJ5 0 „ ``� ; o oint and embed full Avoid knots and wane from outside edge of a at joint locations.yplates truss and vertical web. d a 4. Un�ess otherwise noted, locate chords lices Pce at /4 panel length(+ 6" from adjacent joint.) C,c6 o BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots In J1 JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber IS a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. Is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown Indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. In all respects, equal to or better than the dimenslon is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is Installed, 4c�el unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M!Tek® ® 15. Care should be exercised in handling, ' TM �® PANEL CLIP erection and installation of trusses. ©1993 Mitek Holdings, Inc. . FORM018,019-IW41L ® HORO-AIR® Job Truss Truss Type Qty Ply 16240 A3 26-0-0 COMNS 12 1 RON MILLER CT S105003 Truss Manufacturing Co. (MN) 3.300 s Sep 20 1995 MiTek Industries, Inc. Fri Mar 08 16:24:13 1996 Page 1 2-0.0 6.10.14 130-0 19.1-2 260.0 28-0.0 2.0.0 610.14 61-2 61-2 610-14 2-0.0 4x5 = 3 4.00 12 1.5x4 0 1.5x4 2 4 v N I� 8 7 8 5 1 3x5 = 3x5 = 3x5 - 4x8 = 4x8 = 6114 17-612 26-0-0 611-4 61-8 611-4 Plate Offsets (X,Y): [1:0-1-8,0-0-01,[5:0-04,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.86 Vert(LL) 0.33 7/6 921 M20(20ga) 127/93 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) 0.50 7/6 614 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.11 5 n/a BCDL 10.0 Code UBC -94 Min Length / LL deft = 240 Weight: 76 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-3-4 on center puriin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. WEBS 2 X 3 SPF -S Stud REACTIONS (lbs/size) 1=1743/0-3-8,5=1743/0-3-8 FORCES TOP CHORD 1-2=-3432, 2-3=-2979, 3-4=-2979, 4-5=-3432 BOT CHORD 5-6=3244, 6-7=2235, 7-8=2235,1-8=3244 WEBS 2-8=-626, 3-8=868, 3-6=868, 4-6=-626 NOTES 1) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. LOAD CASE(S) Standard I hereby certify that this plan, speci- peckfication ficationor report was prepared by me or under my direct supervision and that 1 am duly Registered Pro- fessional Engineer under the laws of the State of Minnesota. Yom'. STEPHEN W.CABLER DAIV 11199§1016383 A WARNDVO - VerVjy design pan nseters and READ 11T0TES ON TRIS AMD REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppAcabmty of design parameters and proper Incorporation of component is responsibility of building designer - not truss Mi! designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibNty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute, 883 D'Onof to Drlv4, Madison, Wl53719. Symbols Numbering este ener l Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties., �TOP 4 CHORDS 2. Cut members to bear tightly against each C2 C3 other, V1f EBS J5 o 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate _ 0 = `�� ; �' ; joint and embed full Avoid knots and wane y' plates /e" from outside edge of 0 v o z at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chords Iices P 1/4 at panel length(* 6" from adjacent joint.) CS C, BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 JB J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or ' JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber Is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension Is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is Installed, 4e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. 4 ©1993 Mitek Holdings. Inc. FORM018,019 - L ® NMRO-A/R® Job' TrussTruss Type Qty Ply 16240 A4 26-0-0 SP 2 1 RON MILLER CT Truss Manufacturing Co. (MN) 3.300 s Sep 20 1995 MiTek Industries, Inc. Fri Mar 08 16:24:19 199( n a CN1jj+ O -2-0-0 6-5.2 130.0 1610.9 20-9-2 21-114 25.5.4 2-0.0 65.2 6614 310.9 310.9 1-2-2 360 4x5 = 1.5x4 ii 4 5105004 SUPPORTED 65-2 I 12-24 12.9 1610-9 1 20-9-2 21-11-41 260-0 65.2 5-9-2 0-1-12 4.69 310-9 1-2-2 4-0-12 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 35-13 on center pudin spacing. 4-6 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. Except: BOT CHORD 2 X 4 SPF No.2 `Except' 10-11:6-3-0, 9-10:3-11-10, 3-9:1-10-0, 8-9:6-M. 10-3 2 X 4 SPF -S Stud WEBS 1 Row at midpt 2-9 WEBS 2 X 4 SPF -S Stud REACTIONS (lbs/size) 1=851/0-3-8, 7=836/0-3-8, 10=1461/0-3-8 Max Horz 1=130(load case 3) Max Vert 1=8710oad case 2), 7=838(load case 3), 10=1461 (load case 1) FORCES TOP CHORD 1-2=-838, 2-3=497, 3-4=497, 4-5=-621, 5-6=0 BOT CHORD 7-8=597, 8-9=179, 9-10=-1403, 10-11=0, 1-11=792, 3-9=-329 WEBS 6-7=-596, 2-11=-190, 9-11=850, 2-9=-1264, 4-9=-821, 4.8=955, 5-8=-346, 5-7=-657 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 4. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. LOAD CASE(S) Standard 1 hereby certify that this plan, speci- fication or report was prepared by me or under my direct supervision and that I am duly Registered Pro- fessional Engineer under the laws of the State of Minnesota. TENT WCABLER MAN 1 b96 GATE N0.16383 -------------- AwARNINa - vertfg design parameters and REM NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility, of building deslgner - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the ovetail structure Is the responsibility of the building designer. For general guidance regarding fabilcation, quality conhol, storage, delivery, erection and bracing, consult CST488 Quality Standard, OSB -89 Bracing Speci icatlort, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Ohofilo C69 Madison, WI 63719. Plate Offsets (X,Y): [9:0-1-8,0-2-121 LOADING (psf) SPACING 2-M CSI DEFL (in) (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.77 Vert(LL) 0.07 11/10 999 M20(20ga) 127/93 TCDL 10.0 Lumber Increase 1.15 BC 0.49 Vert(TL) 0.11 1/11 999 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 10 n/a BCDL 10.0 Code UBC -94 Min Length / LL deft = 240 Weight: 102 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Sheathed or 35-13 on center pudin spacing. 4-6 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. Except: BOT CHORD 2 X 4 SPF No.2 `Except' 10-11:6-3-0, 9-10:3-11-10, 3-9:1-10-0, 8-9:6-M. 10-3 2 X 4 SPF -S Stud WEBS 1 Row at midpt 2-9 WEBS 2 X 4 SPF -S Stud REACTIONS (lbs/size) 1=851/0-3-8, 7=836/0-3-8, 10=1461/0-3-8 Max Horz 1=130(load case 3) Max Vert 1=8710oad case 2), 7=838(load case 3), 10=1461 (load case 1) FORCES TOP CHORD 1-2=-838, 2-3=497, 3-4=497, 4-5=-621, 5-6=0 BOT CHORD 7-8=597, 8-9=179, 9-10=-1403, 10-11=0, 1-11=792, 3-9=-329 WEBS 6-7=-596, 2-11=-190, 9-11=850, 2-9=-1264, 4-9=-821, 4.8=955, 5-8=-346, 5-7=-657 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 4. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. LOAD CASE(S) Standard 1 hereby certify that this plan, speci- fication or report was prepared by me or under my direct supervision and that I am duly Registered Pro- fessional Engineer under the laws of the State of Minnesota. TENT WCABLER MAN 1 b96 GATE N0.16383 -------------- AwARNINa - vertfg design parameters and REM NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility, of building deslgner - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the ovetail structure Is the responsibility of the building designer. For general guidance regarding fabilcation, quality conhol, storage, delivery, erection and bracing, consult CST488 Quality Standard, OSB -89 Bracing Speci icatlort, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Ohofilo C69 Madison, WI 63719. Symbols Mumbering Systemn l Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property ,securely seat, J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each �- `2 other, J5 � 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate ZC3 O „ o = `�� ; a:j joint and embed full Avoid knots and wane y'O plates 1/a" from outside edge of a _ at joint locations. truss and vertical web, a o 4, Unless otherwise noted, locate chord splices 1 at A panel length(-* 6" from adjacent joint.) 1746- C8 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design Is not applicable for use with fire retardant or ` JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber Is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General ' WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 400, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring 1NISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® ® 15 , Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. �. ©1993 Mitek Holdings, Inc. ` FORM016,019 -® HMRO,/R® CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-361)4 FAX: (763)571-1287 ADDRESS 160166 1/2 AVE NE PIN 133024140042 LEGAL DESC MOORE LAKE PARK 2ND ADD LOT 12 BLOCK 0 PERMIT TYPE ELECTRICAL PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDITION/ALTERATION PERMIT NO.: 2004-01809 j�q I DATE ISSUED: 10/05/2004 VALUATION NOTE: ELECTRICAL PERMIT BECOMES VOID 12 MONTHS AFTER PERMIT ISSUE DATE. INSTALL A SAVERS SWITCH. # INSPECTIONS 1 APPLICANT HUNT ELECTRIC CORPORATION 2300 TERRITORIAL RD ST PAUL, MN 55114 - OWNER SECOR SCOTT 160166 1/2 AVE NE FRIDLEY, MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of wort will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. Applicant Date Bldg Insp Date ELEC PERMIT FEE - MIN (RESI) 20.00 STATE SURCHARGE, ELEC FLAT 0.50 TOTAL 20.50 PAID WITH CHECK # 118132 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Building BUILDING Permit No.: � �__Vq f Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY Dat ' 763-502-4977 FAX EFFECTIVE 5-19.09 DATE -2 E-MAILADDRESS C i RQ lc1e D lU aj ^ Co SITEADDRESS 1 (,001 //^ ''nn „Y,OOUR (AQ1Z H✓e IW% THAW' MQ e6/, l32 THIS APPLICANT IS: WNER []CONTRACTORPROPERTY OWNER/ NAME: n (Ai TENANT ADDRESS: ( Co 0 ( (9 C9 22- IQ oe Mc-- CITY 1 STATEPZIP55� PHONE - T ( - (a 17 0 -02-03 CONTRACTOR NAME: SUBMIT A COPY OF YOUR STATE LICENSE STATE LICENSE # EXP DATE AND CERTIFICATE OF ADDRESS: CITY STATE ZIP INSURANCE PHONE FAX PROPERTY TYPE INGLE FAMILY/NEW CONSTRUCTION SIZE re CI TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE ❑ ADDITION ❑ GARAGE/SHED ❑ WINDOWS ❑ BASEMENT FINISH OOF ❑ DRAIN TILE ❑ DECK ❑ SIDING ❑ OTHER ❑ SWIMMING POOL TYPE OF WORK: ❑ NEW HOME CONSTRUCTION ❑ ADDITION 'gNAINTENANCE/REPAIR ❑ REMODELING DESCRIBE WORK BEING DONE: (zoC SIZE OF IMPROVEMENT LENGTH WIDTH HEIGHT SQ FT ROOFING ❑ HOUSE ONLY NUMBER OF SQUARES y65 OUSE & GARAGE BASEMENT REMODELING SUBMIT: 1. Existing Floor Plan GARAGES PATTACHED GARAGE 2. Proposed floor plan PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used PROPOSED HEIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, ❑ Vinyl ❑Soffit ADDITIONS. & PORCHES SUBMIT: ❑ Aluminum ❑ Trim I . Site Plan/Survey showing the existing structures ❑ Other 11 Fascia and proposed project. 2. Two sets of construction plans WINDOWS 3. Energy Calculations IN EXISTING OPENINGS ❑Yes ONo LOCATION OF WINDOWS FOR WINDOWS - PROVIDE U -VALUE AND OR FOR NEW OPENINGS -DESCRIBE SIZE OF MANUFACTURE STICKER ON WINDOW. OPENING CHANGES & TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: SING THE 1997 U.B.0 FEE SCHEDULE) TOTAL JOB VALUATION $ L (a OCCUPANCY TYPE Permit Fee $, See Back Page for Fee Schedule Plan Review $ 65% of Building Permit Fee Fire Surcharge $ e .001 times the total job valuation Surcharge $ co .0005 x Permit Valuation Minimum $.50 License Surcharge $ $5.00 (State Licensed Residential Contractors) SAC Charge $ $2000 per SAC Unit (Plans to MWCC for determination) Curb Cut Escrow $ ft + 6 ft = ft x $22 = $ Erosion Control $ $450 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement necessary ( ) Non Necessary ( ) Total Due $ Make checks savable to: Citv of Fridlev Attach Stipulations 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 application for a permit and work is not to start without a permit on site; that the work will be in accordance with the approved plan in the case of ll work whi n quir s review and approval of plans.. ® (� SIGNATURE OF APPLICANT _ PRINT NAMES �70 �C CEdt% DATE t '0''1