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AF - 34988/ �_- City of Fridley AT THE TOP OF THE TWINS r i � � � � • COMMUNITY DEVELOPMENT DIV. � Ly �•�� r � � PROTECTIVE INSPECTION SEC. � � � � S i"'� � CITY NALL FRIDLE� 55432 !'.._.'�'' ''� 612-571-3450 �� .r. SuBJECi BUILDING PERMIT NUMBER REV. DATE PAGE OF 910-F15 2/11/93 / / JOB ADORESS 6700 Anoka Street NE 1 LEGAL LOT N0. BLOCK TRACT OR AODITION oesca. 1 1 Ria� Creek School Addition 2 PROPERTY OWNER MAIL ADDAES$ • � John Rainville 2920 Victory Memorial Dr, Mpls. 55412 � rnuTOer.Tna MAIL AODRESS ' 5ame ARCHITECT OR DESICiNER EN(iINEER MAII AODRESS MAIL ZIP 173 RF�fiPTNO. �� APPROYED BY SEE ATTACHED 8NEET 522�-5817 MOWE LICENSE NO. LICENSE NO. PMONE LICENSE NO. 8 USE OF BUILDINti Rssidential 7 CLASS OF WORK � N� p ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE O REMOVE 8 DESCRIBE WORK Construct a 5Q� x 24� D�telling (�app�ox.l; a 24" x 24t Garagei and an 824sq deck �SEPARATE PERMITS REQ[JIRED FOR 9 CHANOE OF USE FROM STIPULATIONS �ee nqtati,�s\on plan. Provide City with. copy o� verifying survey before ca,pping. �roYic'�e sod in the �ront and side yardsa Provide a hzrd sur�ace driveway. Contact Scott Ericks.an, Asst. Pub lic Works Director when exCavation starts. SEWER IACATION: Service was gidt in and assessed in 1961.� No as-built informa.tion on service locatian. E�ose service to determine depth, WATER IACATION: 53.5� N of water box serving lot to the south and 30' (.approx, west of centerline of Anoka Street. �� DRIV�'nTAY DEPRESSION: 22� x $13.50 = �2g7,00'•' � Befare digging ca1F�; for '�'HE t�itf O� �R�DLEY DOES IVOT GUAR�INTEE TH� el) UtiGty IOCetiotlS ACCURACY QF �1TILlTY LOC�710NS AIVD ElEV�1TtONS. ��2 7HlS DATA.IS FOrE� t�'ORMA7IOIV PURpp�f� O/yl.Y,y . REQUIRED BY LA� J�I� PERSQNS �t1S.t� THIS lNFORMATION S.�IQU6Q 1��Y IT O1V Tk�;; *�lT�, TYPE OF CONST. SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBINQ, HEATIN(i. VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUCTION ZpNING AUTHORI2ED IS NOT COMMENCED WITHIN 80 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOO OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. • NO. DWLO• UNIT I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION �' AND KNOW THE SAME TO BE TRUE AND CORHECT. ALL PROVISIONS OF LAWS yALUATION AND ORDINANCES OOVERNING THIS TYPE OF WORK WILL BE COMPLIEO $�8'Q37 WITH WHETHER SPECIFIEO HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REOULATIN(i coN- $635�QO STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. _ __w, ^'� OCCUPANCV CU. FT. OFFSTREET PARKING STALLS GARAGES SURTAX gire .S. C y�4�e�2 CQQ !ld $%r30a0� OTAL FEE $Z..7a32�QEt °i' � SIGNATUREOFCONTRACTORORAU I ORI2�A6ENT IDATEi EN PROPERIY ALI TED TMIS 15 rVU„ rtt�� /1(/�,� 2_/�. - �3 g,� � �. .Q � �_�%� '.-'1__.��.:.,.r-.,.,�,,,:,.,eoai � �DATE� � 1 BLDPI NSP % OaTE NEW � ADDN [ ] ALTER [ ] CITY OF FRIDLEY SINGLE FAMILY AND DUPL�EXES R-1 AND R-2 Building Pernut Application Effec�ive 1/1/93 -_�7�3 Construction Address: �� /Q NQ �� S! /�k t� � Leg'al De�criPtion: L.o 1� �3 Loc.1C � ,(�� c s C�z �G ��G �d a L � D� w i, Owner Name & Address: .Sa�,,.. u�, �A��vv� � �c Tel. #�a�- S$i % Contractor: ��,. „�, e�-' � MN LTCENSE # Address:_�� 2-C� t/i c i a� �%a-� � rz. � p� � rz , Tei. # Saa- .�� Attach to this application, a C�r6.ficate of Survey of the . • iot, with the proposed constrvction drawn an it to scale. DESCRIPTIOAI OF IMPROVEMEATT �� LIVING AREA: Length �� Width Height GARAGE A1tEA: I.ength �� Width �� Height DECK AREA: L�ngth Width Hgt/Ground OTHER: Sq, Ft. � Z�.�,/ Sq. Ft. _�'��i Sq. Ft. g Z'¢ ��-�-.�---� . Coraer Lot [] inside Lot { � Ft. Yd Setback � Side Yard Setbacks Type of Constructian: 1(i �" c,c�` � _— �a� CO�= � Approx. Completion Date: �Q� / 5� !`� 3 � � 3� (cost on Bac�j Driveway Curb Cut Width Ne,eded: l�Ft. + 6 Ft = Z ZFt x S� 3. ✓ 0 =$ DATE: Z" � APPLICANT: �_,_ Tel. # Permit Fee $ �. �s, � Q F� Schedule on Reverse Side Fire Surcharge $ . .001 of Permit Valuation (1/lOth%) State Surcharge $____!� � D TiS.50iS1,000 Valuation SAC Charge $ . D D$750 p�r SAC Unit License . Surcharge $ ''e` $5.00 {State Licensed Residential Contractors) Driveway Escrow $ Z Q%t �O Alt. "A" or Alt "B" Above • Park Fee $ �' F� Determinetl by Engine,�ring Sewer Main Charge $ �` Agreement N� [ l Not Ne+�ary [ I TOTAL $ � � � ' • '�� , � / -� i , , � l � � � i i � � i ! %7 / '�, ... � j BUII,DING PERMIT FEE SCHEDULE The Chief Buildiag Official sha11, before issuing permits for the erection of any building or structure, or for azry addition to any e�ting bailding or stracd�re, or for auy altsration or r�air to any existing bailding or stivcture, upon applica�ion therefore, require the �y�ne�nt by the applicant for such permit of fe� to the amount he�ein below set forth and. in the manaer herein provided to-wit TOTAL VALUE $1 to $500 $SOl to �$Z,000 $2,001 to $25,000 $25;O�i to $50,000 $50,001 to $1D�,000 � . $1�,OQ1 to $500,000 r , a $500,001 to $1,000,00(} $i,(mQ,001 and up FEES $15 (Minimum Fee is $15 pins surcharge) $15 for fyrst $500 pins $2 for each additional $100 or fraction thereof, to and including $2,000 .$45 for fust $2,OOU plus $9 for each additional $1,000 . or fraction thereof, to and including $25,000 $252 for first� $25,000 p�es $6.50 fc�r each additional $1,000 or fiac�ion thereof, to and i�cluding $50,000 $414.50 for first $50,0� p1us, $4.506 fa� �eack additionai $1,000 or fiaction thereof, to and including $100,000 $639.50 for first $1�,QOQ plus $3.50 for each additional $1,000 or fradion theareof, to �aad including �$500,000 $2039.50 :for the f� �$500,0� plus $3 for � each additional $1,Q00 or fraction thereof, to aad including $1,000,000. $3539.SU for the first $1,OOQ,000 plus $2 for �a°ch ad�itiQa�'1 $1,000 or fraction �th�eof � � � DRIVEWAY DEPRESSION ESCROW � (Concrete Curb Streets Only) . , Alternate "A" : Removal and replaceme.nt of carb and gutter only 4G�� Driv�eway width plus 6 feet times $13.50. - . . Alte�nate "B": Removal and r�lacement of curb and guttea and . install a� F foot wide . approach with 6 inch depth - Driveway widdi pius 6 feet times $15.75. VERIFICATION OF FOUNDATION � ' � Permits for construction will � issued a minimum af 24 hours from the time of application to allow for proper review of the pro�sed structure and of the conshuction site. A Certificate of �urvey of the lot, showing the location of the ' foundation once it h�as it has been coastructed wiil i� �red t�fore "".". - �N proceeding with the framing. . . .. .: r� '+ , � �+r�°�- — °� s � e . r_� e a ";�.. P a q Bemle Strah� P.E . ConsErh�ng Stn�ctural Ertgineers �.. . 81?J37�•1 t105 . C�GC�%�,Y/l.P��j � �. �ebtt��u'y 2�� 9 �83 Mt Ctyde Wiley Buildir� lnspec#ions [�ept �43i U�iv�sit�► Ave. N� Fritlt�y, Ml�t Re: �ng Paur fr�r �ti�v�l� R�id� �7t� A�ol� St NE� �idigy. Detar Mr. Wilsy. STROHENG�NE�RINQ ��a 5Q-�4�th Ave. �!. Minneapalis, Mlnneso� 55d81 t h� had � cor�versatinn v,►� AAr. J,�Im Raitroill� thi� rnvming i�rdirt� the tro�t P�n�tion ind�► th� �ound k�bw the new fuwse t�r� Ioc�tia�_ It i� my und�hdinp �tat i�i�h hay h�.b�n �d on�r the si�e �s insu�cr►, t� itast has :penet�te� ap.praodm�beiy 8° bolvv�r tlrs exaavatiqs� ��1 �C t#�e ft�ting �r.ing eke�o�► due �v �� recerrt �1d vve�tit�r Sincx3 this i� � re�tveiy��riaiit�w da�� and ��n the d�+ �snd� �il condi�on, it is my oglnio� th�i tta�e wql not i�e � sireec#ura{ or se�tiern+errst {�rc�blem i� th� foo�iin�s a� po�red unde� these �red�irms. !f there r�r�e any qu�slaons or commen� r��rd�e�g this �e�rt, pleas� f�l t�.bo conl�ct tt�e. Sincerely, S�+h Erigi�a'}ng � .. 8�mi� $t�ah, P.E. �a: JAha R�airn►it�e � 1_! � DATB: TO: FROM: SIIBJECT: Com.mun.ity Development Department . G DIYISION City of Fridley February 10, 1993 William Burns, City Manager $arbara Dacy, Community Development Director �qichele McPherson, Planning Assistarit Building PerYnit for John Rainville, 6700 Anoka Street N.E. John Rainville has submitted a building permit application for the property generally located at 6700 Anoka Street 1d.E. You may recall that the subject parcel is adjacent to Rice Creek and has steep topography. The City Council processed a variance for the subject parcel in 1992 which was conditioned by several stipulations. The building permit appiication was routed for review by the Engineering, Community Development, and Inspection Departments. The plans were reviewed by a structural engineer as required. The structural engineer reviewed the plans within the context of the soils report which was completed by Advance Surveying. The structural engineer has certified that the proposed dwelling will withstand the weight of the sloped soils on the subject parcel and will not be adversely impacted by the steep topography. We anticipate that Mr. Rainville will receive a building permit during the week of February 8, 1993. In addition to the required routing, we have coordinated a regular inspection schedule of the site. with�the Engineering Department. Jon Thompson will be inspecting the site twice a week to ensure that the required erosion cantrol measures are installed and functioning correctly. If the Council has any questions regarding the subject parcel or the proposed dwelling, please let us know. NlM:ls M-93-57 Bc�rn{e 5trah� P.E. F�y a, �� Mr. C1ydA Wiioy �8v�dir� M�e�n� Us�k �i Unh�fty Av�. NE F�idt�y, MN ConaultMg Str�+ctura{ Engineera 6'1 �a379-1005 f�e: Struc�ntt Rmview o� P�ns fbc R�It� 1��r�cser �i3Q Anolc� Sk NE, F+ridfey � AAr.1Alileyt: � �� ' . *,. � p... ;. . STRC7H�IC.��MEERIM�Q�. � � � �rA SU-4th AvB,'N, • Minnea�r+s, Minn� � � 55401 . A� � lrrlio�v up bo aur rece�t�t phan�► canv�t�an; i teave s�mple�d my stn�cDWRai �� a� ttte �+�n pf�tns iar the pro�a�d �t�► ib b� �ut�ed �►t �7'Gi� �4r�la� � i�E iri �ridiey. My �al� o� !tro pl�S ltu�uded �#�e ca�ui� p+'�evitw�t�► �u�.'1br #� +a�r�#�r frarr�r� c�o�r.�� nd �th�a d�lt �o}�rp. l#�► s�so �n�lyzed th+r !a�! �► af tl�e •l�+t� ior �l�q e�d aro�t� �� e�rnm q� ��a�s iy+�n �tt� fro� �#h� l�olt ��. Au� �o rr+�r a�fys�st ��ars of a�t�ty a� ��1 �� f�" �� m�,t cir eot�ed tl� �one�tl �try. pt�t� requ�rr�e�n� �ot �fa i�+ps o�` .. t�e�ru�ipr+. M m�t o�i�n, ��1 nroelll�tan� ba �re �t� t�s �r ��ary �b� in� t� .�i �tf�t of � �. ��. �s►re �r a� o� «�nn�c� � d,�s ��rt, �e �ee� �i+e�e �o �me� me. s��. � �� _� L�� L 8esm#e �vh� P.E. +c�: Tom Feet+a� R�GISTERED ; ��oF�ss�oNa� El�G1NE£R � �4269 �� 141 � Bernle Stroh, P.E. Consulting Structural Engineers �612/379-1405 January 27,1 �:i Mr. Tom Feehan Feehan's Residential Architecture 108fl0 Lyndale Ave. Soutl't Bl�mington, MN �420 Re: Structural Review of R�idential Construction Plans for Jchn Rairnrille at 67� Anoka St NE � Dear M�. Feehan: ' ; STROHENCai1NEERING #37A 50-4th Ave. N. Minneapolis, Minnesota ' S5401 At your reque� i have cxmpleted my �eview and struct�ral analysis of the constru�tion plans for #he proposed �idence at 67t� �noka St NE Pursuant to my irnestiga�on� i have review� the soil baring report and recommenda�ons for the si#e prepara! by Advance Suroeying and EngineeringlG�technical. I have also reviewed the letter from the City of Fridley - Building Inspections Departtnne� r�arding their r�uirements for submitxals ie acx.ompany the permit application. Encl�ed are copies of my structural catculations for the c�ntilever floor }oists which also support the edge of the exterior d�k My cal�ulations indic�te that the �c10 Daug: Fir jas�s spaced at 16" o.c. are ad�uate 1br �� c:ondition. I fiave also reviewed the fratning plans in general and find that the framing members including the Parallam headers have been adequately siz� in ail locations. The sal report indic�tes that the site is predominar�y sand. The recormmendation for soil bearing pressure indicate,s that 4�0 psf can be safely u�liz�. Actuai fooling pr�sures under most of the fio�ings will be oniy 1�0 psf or less using the minimum size i�otings indic��ted on the plans. The sandy sflil will also prorride e�ccellent dreinage ca�bility and will minimize the p�ber�tial for hyd��c pressur� against the founda�on walls. In my opinion, the iwelve (12) course -12" mas�nry basemer�t walis a�e adequate without reiriforaing for lateral earth pressures af up io 30 psf (equivalerrt hydrostatic pressure}. This is consisteM with the NCMA (National Concre�e Masonry Association) and ACI guidelines and generalty acc�pted industry practice fior residential construction. Please feel free to forvvard a c�py af this re�rt and the attached cerafied calculations along with you� construction pla� for permit applic�tlon. IF there are any questions or comments regarding this report of if 1 can be aP any fur�er service in this malter. please feel free to cont�act me. Sinc�rely, � . . __ . - - /R /� � � � C � _ - , • , , � / � /' / . . _ - 1 " � / � ' ; �,, , f � .� � � � ,, ; ., �� : r , . , , .�, � � /,�� /I , � � / � � ��, � �� , � �� ,, _ � � � : -_ `, I r - ��% - Bemte Stroh, P.E Febtuary 8� 1 �3 Mt Cl�nd+� V�ley �iWing Insp�ons+ �t. &t31 Unhtersiiy Ave. PI� Fridley, RAN Consulting Structural Engineers 612/379-10Q5 Re: Struchir�l Review o# Plans � Rairnfl� Resldence 6700 Arroka St ME, F�id�y � 11�f.1l�//itey. ' STROHENGINEERING #37A 50-4th Ave. N. Minneapolis, Minnesota 55401 As a fiollannr up �o air �rrt phane c�r�ersation; I hav�e com� rr�y ��I anaiysis a�F the cxnstructicn plar� for the prop�ed residenc� i� be c�n�trucb� at �7� Anoka Street IdE in Fridley. My ar�alysis af � plans included t�te calcutations pr�itousiy submii#�! for tFre carfil� framirt� c�ndit�orr� �nd ttte derdc iramirtg. I hav�e �Iso ana{yz�! ��1 s�ability of tlte twu� f� sliding antJ o�erbuming r�nce retat�ve tio the �trerrr�e gra� change fr�n t1� front to ihe back of �. Acxordir� to my ar�rsis� #�e t�s of sa#Biyt ag�ins� slic�mg snd ov�tuming tor ��ucd�re meet or exc�ed the nom�al lt�dusiry prar.�Ce �uinetneMs for tFtis ippe of c�onstrucc�on. tn my opinion� � struc�utal m�ifitx3tions tio ttte plar� as dt�wn are n�ry to insure the lateral stiability of � stru�ture. ff thene are arry qu�ions � commer�s �arc�ttg this re�ort, pl�e feel fr+ee �o c�n�.t rrre. Sirtt;erely, � �9��9 L. Bemie Shoh� P.E. cc: Tom F�han ��e�""°RD G. - ,,,�,�� , �P,, , ST� � � ... ...... . .... . c � REGISTERED'�; PROFESSIONAL ENGINEER � L i4269 : � M� NOV 0 g 1gg2 . .. RICE CREER WATERSHED DISTRICT SUITE 374, ARDEN PLAZA 3585 LEXINGTON AVEAIUE ATOItTH ARDEN HILLS, MINNSSOTA 55126 RMIT PERMIT APPLICATION NO: 92-181 RCWD PERMIT N0. 92-181 cc: City of Fridley � J.M.Montgo�ry, Inc. Inspector Eklin RCWD Fi 1 e :Issued to= John Rainville, 3257 Penn Ave. No., Minneapolis, MN 55412 Location: Northeast of the intersection of 66th Avenue NE and �noka Street ' NE at the terminus of the cul-de�sac of Ano.ka Street NE, Fridley. Purpose: Approval of Fi nal Si te Drai nage Pl an for constructi on of , a s i ngl e famil� residential home, 0.3+ acres.� riparian to Rice Creek. z. At their meeting on October 14, 1992 , the Board of Managers of the Rice Creek Watershed District reviewed your permit application and the recommendation of the District Enqineer laased upon the followinq exhik�its: • • 1. Permit Application undated and received.October 5,•1992. 2. Early consideration request letter prepared by John Rainville dated .' October 1., 1992, received October 1, 1992. � 3. Le�tter prepared by John Rainvil7e dated October 8, 1992, recei�ved October 8, -1992. .. • 4: -Erosion control�°and imple�ntati�n plan prepared by John Rainville dated� ' October 9, 1992, received October 9., 1992. 5. Pre-permit information dated August�i, i992 prepared by Steven Woods. 6. Letter prepared by the City of Fridley,�.City Council action� dated Septeroh�r 24, 1992, received October 1, 1992. 7. Exploratory borings and site plan prepared hy Advance 5urvey Engineering Geotechnical dated September 24, 1.992, received Octoher 1, 1492. 8. Cash surety in the a�unt of $3,OQti.00 from John Ra�inville, received October 13, 1992. . 9. Hold Harmless Agreement prepared by John Rainville dated October 21, 1992, received October 21, 1992. . a They found the project aa planned to be in accordance with the Rules � Rec,�ulations and Guidelines of the Oistrict and therefore approved the �rmit`as requested, with the following additional stipulationss. . . no additional stipulations. It is the responsibility of the Permittee to provide a��l measures necessary to contain sediment on the site durinq construction. This.may require the uee of erosion control measuree not outlined . , . . . Contiauod oo swros�----- . . . _ ............ .. .........._........,......,................�.......... ,...r,,,�,,�:. . . .... _ _ ... .. . . . .. . . . . . . ... . . ._ ... ,...,....� � r.� ., .....s, .... ...... ...........».. RCWD PERMIT NO. 9�-181, continued: Page 2 on the eroeion control plan. If .this requirement �ie not-met, the 8er�aittee may .be .ordered to provi+de . additional erosion . control . measures if deemed� neceesary by the District Inspector.- Imaaediately upor► completion of rough gradinq, stormwater manaqem�nt features musttbe completed accordinq to plans permitted by the District. It is also the res�nsibility of the property rnv�ier to provide necesaary maintenance to aseure that the atormwater manaqement systema approved ae part of this Permit will continue to fu�ction as originally desiqned. NOTE FOR PROVIDFRS OF A CASH SURETY: Failure to implement and maintain the sediment-eroeion control and cover establiehment measures outliqed in the per�ouit exhibits may result in forfeiture of your cash surety. If euch'measures are satisfactorily provided, the cash surety will be returned with.interest after permanertt vegetative cover has been established. Please notify the District Office in writing when permanent vegetative cover has been established and a final inepection.will be made. Two (2) inspections of the project site are included with this Permit: one after eroeion control.measurea are.in plaae.and one after project completion and..reveqetation,- and will.be conducted to aesure compliance with all aqreemente, terms,- and stipulations of �thi$ Permit. _.. Failure:_�o .comply :with .the forego3�nq may. result in re8�ission of the .Permit, and, ie:-in �violati,on .o#.-Chapter ��112.89 MSA, � misdemeanor. Any additional-.inspectiort, requested or. r�quired,'will be billed at $25/visit. � Th�.s docwaent is not transferable, and is valid far.one (1) year after th� date of issuance. No con$truction is authorized beyond the expiration date. If Permittee requires more time to complete construction, a renewal of t�he Permit will be necesaary. Please contact RCWD at 483-0634 when the proj�ect ie about to commence �o an inspector may view the work in proqresa. By acceptance of this �ermit, Permittee has consented to the �foregoing. �he enclosed i�wtier�s �erti=ication fo�m� �aust be completed and forwarded within ten (10) days of project completion. � rea dent, RCWD Board of nagere Gerald A. Sande . - „ � "'.. � earetary, ard of Mana er - Andrew J. Cardinal, Sr. Form C Revieed 1/9/91 Date of Issuance ls �VN�1JJ<�i)C51F1Y�1�Y(1'JU.t1A'Y�1JiW1a11s:li�i]:l:A'.K1t]i.A.�:�:NI:uV�t�t1b:V.�1f1Y v •.r '�i `�� ti.5 ti.tinl��. . � _ � � DATE: TO: Community Development Department � PLAYVNING DIVISION . City of Fridley November 13, 1992 File, 6700 Anoka Street FROM: � Lynne Saba, Secretary SUHJECT: Notification of Neighbors Regarding Amended Variance Request � . A site plan depictia� an amended variance request was sent to the adjacent property owners September 17, 1992 . M-92-695 ' _ _ CCiYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY. MN 55432 •(612) 571-3450 • FAX (612) 571-1287 October 8, 1992 John Rainville 3257 Penn Avenue North Minneapolis, MN 55412 Dear John: We have reviewed your geo-technical survey performed by Advance Surveying. We have the following comments, which will become stipulations on the building permit for 6700 Anoka Street N.E. 1. The soil disruption shall be limited to the building footprint. No excavation or tree removal shall occur on the side or rear of the home. 2. A ground cover shall be established to the rear of the home which can survive in low sunlight and shady conditions. My suggestion would be Creeping Charlie or Hostas as alternatives to sod. 3. A silt fence supported by hay bales shall be installed along the down-slope, and removed after construction to allow establishment of the ground cover. The building plans shall be certified by a structural engineer or by separate document which certifies that the structure does not exceed a bearing pressure of 4,000 pounds per square foot as indicated in the geo-technical survey. The certification will be required prior to the City issuing a permit. The Engineering Department is checking to determine if there is adequate storm sewer capacity to handle the increased runoff from the property. John Rainville October 8, 1992 Page 2 . If you have any questions or .concerns regarding our proposed stipulations for the building permit, please contact me at 572- 3593. Sincerely, Michele McPherson, BLA Planning Assistant MM/dn C�-92-301 .i�a::.>,:�_ 'h PLEASE COAIPLETE THE F�RH--� NflT WRITE "See Attached". �Y BI�IE � AC{�ED.. `' `'�� , RICE CREEK WATERSHED DISTRICT SUITE 374, ARDEN PLAZA 3585 NORTH LEXINGTON AVENUE ARDEN HILLS, MINNESOTA 55126 cc: City of Fridley J.M.Montgomery, Inc. RCWD Fi]e � - - -(For Office Use On� PERMIT APPLICATION NO. 92•-181 Rec'd Office 1�_1_q� .Rec d Engr. 10-5-92 Notice Sent 10-1-��2 . Agenda 10-28-92 � Admitlistrat ve Fee :�n r_k msti f►��m .lnhn PERMIT APPLICATION To b�e completed by the applicant � �oyK �po..�� I� �d ,;,..., . .: �' ,� u � l� �� cj 'j 3 - Q a-a �� > � � .,•�+ss�s OWri@Y't �(��r.� �AINl�1 L�' nate: JCi/a►-+ A! - w � � Address: 3as7 {��'i•►�/ �Ql/�-.NC).. Telephone No. : j Vy; b L,,a�n S6t� S S� 7 C�ty:��—�'1N ► �� t/ ��- z p coc�� Permit Application for Approval of: Remarks: [� Comprehensive Stormwater : Request for rene�l of Perndt � Management�Plan Land Development Plan Final Site Drainage Plan � Uee and/or Appropriation • of Public Waters Bridge and/or Culvert Construction. �Wetland Alteration Shoreland (Riparian) Improvement Private Drainage System Other (explain in �Remarks) Name � of Pro ject: � O j, Purpoae of Pro ject: 'Cr'T;;�,� �-� /Vc� �u j.o », r, �°_'Ro� t a,� Co s.� / K.c� t— _ Location of Pro ject-Address: �o � OC� /0 tics l��q ST. /V - _ Municipality or Township: � R� jj �, �.,�/ � � r• �.�5a � �� o�N�� of Section j 3 Township 3p Range a t-f' Call 483-0634 if assistance in com�leting this form is required. Please attach drawings. plana and other data as outlined in "Rice Creek Watershed � Dist�rict Permit Information Brochure" available upon requeat. Mail or � deliver this form �►1ong with a ,{ ($10 administrative fee and $50 fpr two inspections) and �i��°�pp�t3�i''i��if�ti�r��-�to the above address. E ngineerinq review �es will.be bilied aftex final Board action. "A fiel� fnspection fee on this permit ahall be charged to cover actual costs related to a field inspection including the investigation of the area affected by the proposed activity, analysis�of the proposed activity, services of a consultant and in.addition, a fee w311 be charged for any required subsequent monitoring of the proposec� activity." M.S.A. 112.88, Subd. 2. Applying for this permit.to RCWD does not preclude your applying for any necessary permits that may be required from other governmental agencieg. . A8-78 � Revised 1/1/91 � _ GIYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. ERIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 January 7, 1993 John Rainvilla� 3257 Penn Avenue North Minneapolis, MN 55412 Dear Nir. Rainville: The building inspector has reviewed the plans of your proposed dwelling to be constructed at 6700 Anoka Street N. E. The inspector will need the following additional information regarding the proposed dwelling: 1. 2. Structural calculations regarding the cantilevered first floor and deck construction. Lateral load calculations on the foundation walls. Please also note that the City Council stipulated that rain gutters are to be installed on the dwelling whiah are to drain toward the street. The final building plans are to be reviewed by a certified structural engineer with the context of the geotechnical survey completed by Advance Surveying. The engineers report is to be submitted with the building permit application. If you have any further contact me at 572-3593. address file. Sincerely, Michele McPherson, BLA Planning Assistant MM/dn C-93-04 questions regarding our comments, please We have placed the proposed plans in the � O � 0 N � � � � �b W O � oa � o� o� N r�, � a � �M W � m � � � . � K c� o ' alloK� ►tiWFbiD aw �� O ��'i � � � � am N� �c�r aa. r�w �ca� , � � � � � � � �ml �c�r . � wr•m � N N � � � � n n n � O�O��' �mKro ' �apmm � A.� A �r m a n K�a� � � o p' art�+� m WM � � t�' w � A �I � . `� w � � ,� , H O � n °� ro N � ct tD a � rt � ro m � ct ct � tD .. a �- .% �m y� V cnoy �- • I + .. z m� � suma �N � c-F v . N (� � J• �. � � �-�v � �• �. �n i�: sv � J� � n O � � �� -� ��fD� � � � a m o � c�m-s H o � c� H -y O H � m �, 0 a �°,c HQ' ;.�. � N� � y 3 �.�. x � � � �- m ° Z C' �' i � �,-i �. v .O N "� J � � � � � O.. � fD � �, �� . �� Z t/� �m� � � Q� sv � �'w7d �� x�� F� m � � �. � �R H oM�.w M V. �co �� d �D y � n c�+ y � w v � b N A � p � 0 s �' .'G7 � � �. � � � b � � H � » � � JM W J , �� r n hh �� N � � n rAt � R Q� � r ,1 ~ �� ~� �t fD � nw �� rt � o � .� N• a� rt n � ►o' � ct r°-n a. �yyy � � � y. � �. �� a� o� � N � '` ,\ � a > Rice Creek Water SY�ed District Hoard of Managers ; We are requesting a hardship y.earning on the proposed lot. Our reason for such a request are: We purchased this lot in July, we filed for a varience vacation from the city of Fridley. In our first hearing for the variance to reduc� front yard set 'back fro�n 35 feet to 13 feet, side yard set back � fro�n 10 feet to 1 foot. I received the sideyard variance but not the front. This �ras July 21st. ' We also �ad a yacatiQn hearing in August. This �,ras approv+erl by the stipulation of receiving all variances. In not receiving a fuii appravai'in our first variance hearing, I changed site pians to accomidate plannings concerns: One was to have your peapie involved. We went thru a series of planning hearings, apeals, hearings, and council aet3ons, finaliy agreeing on a workable site. plan, which involv�ed ?zaving a Geo-tech Survey and about six other Guide lines for the proposed house. All reports are in and approval to all revised rPquests xnere granted. This was at the September 2�st meeting. With Fail and 6dinter fast approaching, every day or week is ia�portant at this time. We would be able to break ground at a 2 week earlier time frame. Thank yau for your review of this matter. �� .��9 � �Q�l.� . �Z A ;,� �; �L �:� TO: �� FROM: DATE: ��-��,�� MEMORANDUM Scott Erickson, Ass't Publie Works Director Michelle McPherson, Planning Associate Jon Thompson,. Estimator and Construction Inspector March 8, 1993 SUBJECT: John Rainville Home Construction on Anoka Street PW93-082 In the time frame of February 22 through March 8, 1993, I have made five inspections of the Rainville site. Excavation for the footings, pouring of the footings, and the block laying of the foundation have been completed. Backfilling around the excavated areas will be completed today, March 8, 1993. Tomorrow John �tainville will replace one roll of silt fence taken down to facilita.te the backfilling. JT:cz i�� ,. ... ; r _ � DATE: TO: FROM: BIIBJECT: .... .... ...... ..... ..�.. .. . ,... ,. . Community Development Department PLArnvnvG D�SION City of Fridley February 10, 1993 William Burns, City Manager +�arbara Dacy, Community Development Director Michele McPherson, Planning Assistant Building PerYnit for John Rainville, 6700 Anoka Street N.E. John Rainville has submitted a building permit application for the property generally located at 6700 Anoka Street N.E. You may recall that the subject parcel is adjacent to Rice Creek and has steep topography. The City Council processed a variance for the subject parcel in 1992 which was conditione,d by several stipulations. The building permit applicatio�n was routed for review by the Engineering, Community Development, and Inspection Departments. The plans were reviewed by a structural engineer as required. The structural engineer reviewed the plans within the context of the soils report which was completed by Advance Surveying. The structural engineer has certified that the proposed dwelling will withstand the weight of the sloped soils on the subject parcel and will not be adversely impacted by the steep topography. We anticipate that Mr. Rainville will receive a building permit during the week of February 8, 1993. In addition to the required routing, we have coordinated a regular inspection schedule of the site, with'the Engineering Department. Jon Thompson will be inspecting the site twice a week to ensure that the required erosion control measures are installed and functioning correctly. , If the Council has any questions regarding the subject parcel or the proposed dwelling, please let us know. MP2: ls M-93-57 � -- -- .-� -�.-� _ _ - - - _ .,►� - '1 �_"�..,� � � _ . . � �:��- �1 . �� : - -� - � �-�- �-� -��-� . �j � � . �� r /�. c�� .,�../ � /� J % t��,. � .1'�"��.,�..,� � ��i �� . �. � fd � / � � `� � � y � �� ?b � �' �r��.� d �- !� � , ; �SL�� u�tGl �.�,�` !- �i� ��s�� I , � , , ; ' d' f f /�- � -,�° �/�,- �v"d'�`°� �`d'�'- ' � , , � ; a uG.C� � �r ��-/�r� � r' � �"'"�� EXPL�RATORY �:_. : �, a�� FOR JOHN RAINVILLE � Job Number 92515 5300 Highway 101 South Minnetonka, MN 55345 � . Phone: (612) 474 7964 ., �--- ._ ._... -_ . � _ ADVANCE SURVEYING / ENGINEERING / GEOTECHNICAL � i 5300 H'ighway 101 South,llTinnetonka, MN 55345 Phone 474 7964 F� 474 8267 � � � September 24, 1992 � � Mr. John Rainville - 3257 Penn Avenue N. � Minneapolis, MN 55412 Phone: 522 5817 ., Dear John: � � � � At your request, we have conducted a preliminary investigation of soil conditions on your site at the loc�tions you specified. The following is a tabulation of data about your site: � METHODS: ' The investigation consisted of exploratory soil borings to aid in identifying soil and water conditions. We have indicated the � approximate locations of the borings on an attached site plan sketch. Elevations are very approximate. -, � Borings were taken with a truck mounted CME 45 drill rig using solid stem continuous—flight augers. Soils encountered in the "'� borings were visually and manually examined in the field by the � soils engineer. The soils are classified on the basis of texture and . � plastricity in accordance with ASTM D2487 "Unified Soil � Classification System" and a chart explaining that system is attached. � I! I' � � I RECOMMENDATIONS: ' The compact brown poorly graded sand encountered in the borings _ below the loose sand fill and topsoil is suitable for the support of your , I proposed home. It is our opinion that these soils are capable of supporting footings proportioned to exert a bearing pressure of no more 1 than 4000 pounds per square foot. � It appears that the surface of the original ground slopes very steeply � downward toward the rear of the lot and thus the elevation at which -, suitable soils will be encountered at the rear of the home will probably � be considerably lower than the elevations � at which they were � encountered in the borings. The home as sited on the attached site plan causes very little alteration � in the existing site topography. As the proposed and existing contour lines show, only the area in the immediate area of the home is affected. '" In addition, area from the middle of the proposed home to Anoka Street that now drains to the rear, will drain to Anoka Street after the � construction is complete. ,� There is a high potential for erosion on the steep slope to the rear of the . i home. We recommend that disrupted areas downhill from the home be sodded and that the sod be pegged and then covered with a synthetic �, netting anchored to the ground by soil anchors. The sod will not survive, because of low light in the wooded area, but it will provide a ^ temporary protection against erosion. VVe recommend that grass that '�� . can survive in very low light environments be then seeded over the sod � and with proper care and watering, this grass can establish a root �` structure and provide a permanent protection against erosion. � !i I` . , '1 -, � I ., � STANDARD CAUTIONS & LIMITATIONS: We measure the depth of any ground water that may have accumulated in the borings, immediately at completion of the borings. We do not monitor the borings over a period of time. Borings left open are a hazard to pedestrians, leave an opening for. polutants, and quickly cave in rendering any measurements of little value. The water levels we observe are thus only an indication of an immediate and rapid flow of water into the boring indicating that a drain tile system might be over taxed in such soils. Slow inflows may not be detected and variations in rainfall can affect ground water levels. � While it is our opinion that a properly designed and installed I drain tile system and submersible sump pump will keep most ,,,,., basements dry and should be a standard part of all new � � construction, we make no guarantees in this regard. Of necessity, the area of the borings in relation to the area of the site and the depth of the borings are limited. Suggestions and recommendations of this report are opinions based on data obtained from the borings. If upon excavation, conditions that are not consistent with the � borings are revealed, it is agreed that you will notify us so I � that we may gather further information and modify our opinion or indicate that no modification is necessary in a written addendum j� to this report; or failing to engage our services to prepare such �� written addendum, it is agreed that you proceed at your own peril. � �� I . If we may be of further assistance in evaluating this data, kindly contact us at your convenience. I hereby certify that this report was prepared by me and that I am a duly Registered Professional Engineer under the Laws of the State of Minnesota. ADVANCE �i. V�XPING / ENGINEERING / GEOTECHNICAL P.E. & P.S., No. 9235, President � '"1 I -, i I � � � � I� r I � � � UNIFIED SOIL CLASSIFICATION SYSTEM (CL) Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, s�ty clays, lean clays (CL) Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays (SW} Well graded sands and gravelly sands, little or no fines (SP) Poorly graded sands and gravelly sands, little or no fines (GVV� Well graded gravels and gravel—sand mixtures, little or no fines (SC� Clayey sands, sand-clay mixtures (GG� C�ayey gravels, gravel—sand—clay mixtures (S1Vn Silty sands, sand—silt mixtures . (OL) Organic silts and organic silty clays of low plasticity (OI� Organic clays of inedium to lugh plasticity (Pt) Peat, muck, and other highly organic soils (ML) Inorganic silts, rock flour, silty or clayey fine sand (G� Inorganic clays of high plasticity, fat clays (MI-i) Inorganic silts, micaceous or diatomaceous silts, elastic silts (GP) Poorly graded gravels and gravel—sand mixtures, little or no fines (G1Vn Silty gravels, gravel—sand—silt mixtures EXPL�RATORY SOIL BORING LOG # ] 24—Sev-92I MI'. JOliri BY 'W — DENOTES WATER LEVEL DETECTED AT COMPLETION OF BORING, MAY RISE !(D=DRY) •N — STANDARD PENETRATION TEST BLOW COUNT ADVANCE SURVEYING / ENGINEERING ! GEOTECHNICAL 5300 HIGHWAY 101 SO. 1��IINNETONKA..II�INNFSOTA 55345 PHONE: 474 7964 EXPLORATORY SOIL BORING LOC� # � � 24—Sea-92 I N11'. CITY 'W — DENOTES WATER LEVEL DETECTED AT COMPLETION OF BORING, MAY RISE !(D=DRY) •N — STANDARD PENETRATION TEST BLOW COUNT ADVANCE SURVEYING / ENGINEERING / GEOTECHNICAL 5300 HIGHWAY 101 SO. r�IINNETONKA,II�INNESOTA 55345 PHONE: 474 7964 EXPLORATORY SOIL BORING LOG # � -.� -7G 1Y11. JVllil i�llillY111G 1'11<l1G 1Y111111G� DATE CLIENT CITY °W - DENOTES WATER LEVEL DETECTED AT COMPLETION OF BORING, MAY RISE !(D=DRY) •AT - STANDARD PENETRATION TEST BLOW COUNT ADVANCE SURVEYING I ENGINEERING / GEOTECHNICAL 5300 HIGHWAY 101 SO. 11�IINNETONKA,112�TNF�SOTA 55345 PHONE: 474 7964_ o� C7 � �e �� W �� W$ o� a c� � �� x� �� U"s �� 8fi 006a d01 � 370HNF7W-y b � 3A7Vi1 1Vfl�y •� .� �S V/I � N� BZ�008 ��' � � � o�� 4�a f.�nz� �ar..� zc�: , ;_ �dt,..::�, �jOGrr z � co ��0�� WN� ,�a�po �� °��.�� a�� ,� � �� s�� Q � � � � � W � �� ° � s�� ' ��.� 0 � � � � a s x ��W��. �� . � � U �� .� � � m �� O � � o a �� ti a � � � �� a x �� i �s'�s�5 . �3 �� m � �� i=� �� n �� aa•�� s �,�g� �v � 6 �� _ b�� t±u�os-,d'� � � � W � � � �� ' a� � O �y C �� N y 4 � � .5 � '� d z Eo � �s � a d a or� �- � � � � &[ 0 �� , � �� a 0.� �� a,, � o � a '� a 'C � N /0 Qg z � � �� ° �� Sy b � �'r� O � � �T � ({� 1.� e� Yi � .-1 6� � N � �.. F:.� � ��: ,.. !. O 3H O1 p�tV � jip � d � .Wi N�W.,, .i' A � � � � . �C f t/ 1Ge �v�-� C��' �� ' /�.r�'�s�� ,v /� �� 11�d �{s` �viL�' ��. o�c.� S'��-v�c-� Lo�ti�o.�JJ �GS� �' � ` ��-�� c� �o c� ��`�r� ��,�� ' �7-.y<' X � �� '�_ � � � - O a� �%f�i�•2 �oJC .��r��.v � ��— 7--v ft� -Sto v�'� .. �� ,�O !f �. 6� � � � �i�o�� S�� . �� .�i�� C� � = � t�/J� %� 7z � � � 3'0 ��/� �- � X �� . �ca � ,�oacat�ss, �n�. UR1�Y Ft �S i Mr. Johtl Raiaville , , �"O1'��Ni4L `�""O �'""`�o� ANCi � Q�LOPMfiNT CC�i'i1J1.TANr3 • � A$-BUILT FaUNDATION L4CA�ION � , (�1Z) 4�i•Q126 . •.• ' �� v�ew�oo u►N� PAVTON, n� �T •�gsCS=BTxON:• La�C 1, 81ack 7., RIC$ CZiEE� 3CE�OOL ADArTION, . City of Fridley, Anoka County, Mi�ne$ota . o Denoxea Iron �ioaumeat . . x Donoter� CQndr�te neil eet i.n bla.cktcp � . " � � e,�e'i�o��r� 1� * N °�� . , . i ..� e. p,pp ...� . . . ..; . �*-- � ��.�� v' �rai.r�`g� ��e/�� j . � � � �., — ._..-r-r �� . f'~• � � � � �. . � . � ,;�. ! . I �� Q n� . � � ! ...� � . � ,... � � � `� � � . . �� . �` ' . 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Da�Bd LhiB 29�h day af Jutte, 1992. 8 , Mitl�espta Liaesae No. 12267 � I�u�xhe� oo�ct�.£y that th� a�-buiir..€aundation tion was prepated by us this 9th day of M�rch� 1993. � . F ,�• �s.tn � ' � . ,E Bsrt� Stroh, P.E. Consulting $tructural Engineers 612/379-1005 January 27, 1993 ' STROHENGINEERING Structural Calculations for Rainville Residence Location: 6700 Anoka St. NE #37A 50-4th Ave. N. Minneapolis, Minnesota 55401 Calculations Prepared for Feehan's Residential Architecture I her��y cenity that 4his plan, 5pecifiication, or� report wRS prepared by me or under my diroct supervisi�n and that 1 am a du�y Registered Proiessionai Engineer under the laws of the State of Minn ota - .. � � �� Dat� � Z? f3 Reg. 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BONITA TORPE, Admin. Assist On September 15, 1993, an inspection was made at your hotae located next to Rice Creek. It was discovered that the silt fence at;the bottom of the slope needs sorr� repairs. The grass is starting to grow in the s.teep bank. Because of the steep bank and the sparse condition of the grass, the cash surety will be held until� about May or June of 1994. If the grass has made it through the winter and is stabilized, the cash surety will then be returned. Yours very truiy RICE CREEK WATERSHED�DISTRICT Dale Eklin Inspector ls cc: City of Fridley Correspondence Log RCWD File BOARO OF MANAGERS A. J. CAROINAL, SR. G.A. SANOE R�ER L. OBERG H. G. LANCASTER ANOKA COUNTY RAMSEY COUNTY WASHINGTON COUNTY RAMSEY COUNTY MONTCOMERY WATSON Ca�sulting Eagineers 4734224 • MICHELLE �. UlRlpi Attomey 699-9845 EUGENE L. PETERSON ANOKA COUNTY N� [] A�DN [ ] �►I-'i'ER f ] CITY OF PiLIDLEY SINf3LE FAMII.Y AND �DITPLEXES R-1 AND R 2 Bailding Pe�mt Application Effective 5/26l93 . �j g�� Consbruction A�ress: Zo % a0 �� c� ,+�,� S` �U �' . � 2►� L a-� .�, L�gal I�ri�ion: L a- .,�� l o c. � Z i? � c s CR�� s� l,� G � p�p . �9ac� U1 v� l'Jh'•m 2� �d-a- 58�'/ � OWII� NSfl�C $ A�: So �,., C,U � ��i.vur GGv' n�� s %a�.,,y ,rsy �� TC2. � 6��r�P 4Za �s`�S S��-o°� yy Co�ador' �.a r» � MN LICENSE � Ac�res,s: Tel. # At�a+ch � this a�rlication, a Cextific�e of Sinvey of the 1�, with the �a�ed r,��ivn drswn on it to st�le. DBSCRII'TION OF Il1�II'ROV�MENT LI�i:i1�IG 11REA: Le�gth �V'� �c�g� Sq. F� QrAltL4►(irE ARE�1: Leatgth �{1'� Heigbt �}. Ft. DECK AREA: L�gt� � Wictth �TgtlC�rcu�d Sq. �� OTHER: Cornea Lar [ j. �ic�e Lot [� Ft. Yd S�ck Si� Yard S�cks. Type of Cons�+ucKioa• F.�imated Cc�: $ Approx. Cvmpl�ion Date: {C� � B�ckj nr;��y c� c�c wi� x�: 13 r�. +� r� _! 1� �c x$�i �° = s r DATE: �o V l C9 �� 3 APPLICANT: �1 c3 �.,., �,�, N c, � G C c� Tel. #�' 7 y O 7 y�� koM� �aa� �8 � � Permit Fee Flre Sincharge State �rcharge �AC Chazge License Snrcharge Driveway Escxow Frosion Control P�tk Fee Sew� Maia C�targe TOTAL � $ $ $ " $ •�r�r � � ,►._ . ��; g. 3�z� �-�, � 2-2� � S `� 5` Fe� Sci�ile on Revea� Si� .OUI of Pc�mit Valu�i� {1/i(�h'�,) S.SO!$i,000 Valuation $730 �r SAC Unit $5.00 (State Licensed Residefltial C,ontract�s) S AIt. "A" �' l�It. "B° AboV6 $ Consenratian Plan Review �450.00 $ Fee l�termined by Engiaee�ing $ Agreemern N�y [ j Not N�ssazy [] � STIPULATIONS: BUII.DYN(i PERII�IT FEE �CHEDULE The Chief Building Official shall, bef�e issuing p�mits for the erection of any building or structure, or for atry addition to any emisting building or stiuctare, or f� any alteration or repair to any existing building or structure, upon applic�on dierefore, require the pay�nent by the applicant for such permit of fees to the amount he,rein below s� forth and in the maione,r hereia provided to-wi� TOTAL VALUE $1 to $500 $�i to $2,000 $2,001 to $25,000 � $15 (Minimum Fee is $15 plas s�ncharge) $15 for fitst $�0 plus $2 for e�ach additioaal $100 or fraction thereof, �to and including $2,000 $45 for 5rst $2,000 plus $9 for each addirionai $1;000 or fraction thereof, to and including $25,t100 $25;001 to $50,000 " .$252 for fust� $25,000 ples $6.50 for each additional $1;000 � or fiaction th�reof, t�o. and inclading $50,000 - $50,001 to $100,000 $100,001 to $500,0� $500,001 to $1,OQ0,0� $1,OOU,001 and up $414.� for fust $50,OOU plus $4.5Q for each additional $1,000 or frdc4ton li�eof, tn _and including $100,OQ0 a $639.50 for �st $100,00Q plus $3.50 for each additional � $1,000 or fiacti� thereof, to and including �$500;000 $2039.� for the fit� $�0,000 plas $3 for each additional $1,000 or firza�ion th�+eof, to and including $1,000,000 $:i539.50 for ti�e first $1,000,000 plus $2 for �ch addibional $1,000 or fiaction �thereof . . DRIVEWAY l3EPRESSION ESCROR/ tcon«� � s�� o�y) Alternia% "A": Removal and replacement of cmrb and gut� only - Driveway width plus �5 fe� times $13.50. � Alt�nate "B": Removal and replacement of c�rb and gut� and install a 3 foot wide. approach with 6 inch depth - Drive�vvay width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION Pernnit� for constcudioa will be issued a minimum of 24 hours from the time of a�lication to allow for praper review of the proposed structure and of the cons�hvction site. A Certificate of Survey of the lot, showing the loc�tion of the foundation once it has it has been constructeci will be r�quired before proceeding witt� the framing. TO: FROM: G�' DATE: SUBJECT: En�inecr�n�t S�wcr waier Parks Slrcet; Maintenanc3 MEMORANDUM Scott Erickson, Ass't Public Works Director Michele McPherson, Planning Associate Jon Thompson, Estimator and Construction Inspector March 25, 1993 John Rainville Home Construetion on Anoka Street PW93-113 In the timeframe from March 9 through Ma�ch 26, 1993, I have made four inspections to the Rainville site. The house framing, walls and joists have been installed and the roof is being placed. John Rainville has agreed to have his plumber extend the existing hydrant one pipe length (201t� north of its present location. This will alleviate the problem of the hydrant being in his driveway. The silt fence is still properly in place around the back slope of the building site'. Clyde Moravetz is working with NSP to possibly relocate the street light further away from the existing trees. ' � JT:cz �_�+ � .: �.. � FII,L DATE - � - DUE DATE . BUII,DING INSPSCI'IdN DMSION � BUILDING PERMIT REVIEW CHECg LIST �wnxEss: 1�� Ir.�. ��-I" - - GOMPANY NAME: �o�tn 1�K�i lle.� . ROUTE TO CoN�1+TTS [ , ] BARB D _ . [�� JOHN F'L/J �i c ri f�v�.✓{1i- .,e- v� d a� C.��v.-fv�� 5.-- d`° �t,� i: J '�'COTT E 75 f� � � oSi � Go��ia/ �j �s �(J�+Pn.LGC�/ �%/r�.sur�s �n..r�nF"'�� iOv/ � � �oAj/ 2P J�'lC�JV rlS /G . G� . � �_�•-/s�Q/,� e i' �9 � / �l // ,�LYDE M �i��t% ��.°� � 8 � 1�� g'4� '�V�s -S. e��' G %��,� . P � LEON M Z% . � . ��c� �"�l3 , :1 �. � . �� . _ � � ci.mE w . C] RETURN TO MARY H � � ��..- __ __ �- -� ��.. _ : . 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Gc.i.,n G �t' C� �►� . �,e, m, 3 � a� tC , . '��. � o� > /", � ... �1 � � � , s c . . ,..�. S, i� R � %,�!. . �. � � s �� v� S 1 � �� 1 d �. t � � r-� � �� J �,+, � c� _.. r S . � � � r r� �..p .. . Es•� ¢��°�.�� . � ,} t .� �o � .. . .. e 1 �, ��J � � ...�-�ot , �..''�.'.�va.�c�r� , . . __..... .. . ..._..._ .. . . .. . . . �.�ii.. 1� . �U N �i�� __l.. �._.. .I /'� � .�Q�� . 1 �u � +'� .. �A�.1•.� � ...� `r�S t� �i u ! t � Rs . ta.t�c3� �►b .. . t �, s . �.•--�. i .�� i�c.�� '' . .G., .•. �.�- .� s r'�' . . _. � �-x i r . ./. c �% � r . . ._. � C�b x�` .��.'� _. + ,�- � .. .. I � � . . .... . .� ?' 1� s' � 1 r .. __. . .. ... . . .. , . . . .. . . . . ... . . /.� G G 1�� - �c» ! I i`� .►� � i C3 C� � � A �a� , . c.e� i�� = . � ��G�� ! „�, ... t� � r +�� ,. . .. . ��, �c�.:.,--,...� ) Vy �0'd 9Z0'oN ZS�bZ �6�OZ S3� bzZtr-�Zb-Zt9:QI �e�osauut�-�Wr . � bZZb £Zb Zt9 � A � � 3257 Penn Avenue North Minn�apolis, MN 55412 (}ctober 21, 1992 Board af Managers Rice Creek Watershed District 3585 Lexington Avenue N, �374 Arden Nills, MN 55126 Dear Sirs: SUBJ�CT: Permit Rpplication #92-18], Hold Harmle�s Agree�nt ��.� ' � �s ye.�. �+`: j�'`��a'�'��. }� I`� ,8 .JL'4��i. ,, �.I y� r��"iA • .q ��..a� h. � f �'1 � it �;��! OC�' 2 11992 �� :� . , ..,, ,;��__.. .. � � � .. �' • 4 ��a`,.�'!'..:, , . .._... .. . .. . . . 1 . �,,, �r � � .1.•...,,� .L% �� It is iny intent9on, as owner of the said parcel known a�s Block 1, Lot 1, Rice Creetc Schooi Addition, to assume all responsibilitie5 far any failur� of the dwelting or iandscape being constructed on this parcel. I am releasing the Rice Creek Watershed District, J.M.Montgoaiery,Inc., fr4m �ny and ali liabiliti�s th�t �y ar�$e from any possible defec'ts. Sincerely, '} . �] �Q fy_ y/ . '� s {/yWr� . ..� John Ra9nville � t � O �D f - m m � �;,� ,,� \ F\ i � m � � � � m f� � in 0 v � � � � � � � � � n � � O z + r� �. 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C •�� ' fi� �� O ? �. o � �N � O Z a n 3 � � � �� . � z m � 2 � � � a v � . c°0�o `��o � m � � �� c � a � _. O � � � A � 'n 0 o � � m � � a. � � �r � 3 a�a = � � v � � � -. � � � m i � � t�D �a � v m � � � � v � � � � Q. � 3 � c-� h W �� 3 m � � c � � � � p W � � 1 �, r� � r�► rn 0 0 0 o c � °o °o � g o° � � m � � � v 0 � �m �o � 0 � . � � � � � O 1° 1° �° l� � aa c � Z fii c w rn v � � � 0 j(A W � "__ � � 3 A � m � � � � � � � 3 ��.a �' a � � Q�o� a � �a� �'"s, a`,' �D 3 "� 'o' � � S» ? O. tD Z± � � p� O Q � '� � � � � � � � � �� -o � � � � m ��, �, � �� 0 ��m � � � �' � � ��' Q. x-. �1��:�� t% N � a'� � � � C� � .-� � � N � � ��o � Z m � � �� N � Z Z m� � 2 v < m� � � mn � �� Z Z `q v� D �� A� v �° -� Z z� �� v N = �� Z � � �o° r �� m . Z � � ' Z � �� J o �l � m , 3� .�� ,. � -. � �a.r ce- , '.-� : ;, 1 .c�.i . w CHII�TBY AND S'PACK VSRIFICATION The undersigned hereby verifies that the existing chi.mney or stack: 1. Has been carefully examined � Yes () No () 2. Is free from rust or deterioration .� Yes () No () 3. Has no foreign objects lodged within Yes O Na O 4. Is securely supported Y�s ( j No () 5. Meets all current Code requirements for s i z e and total BTtT' s connected Yes ( j No () 6. Has total heating BTU's of . Al1 other BTU's � � � TOTAL BTU's � Remarks • Li.st Alterations Beincx Done: HEATING COMPANY Signed By Date H � �_ _. � Building Inspec�ions 763-572-3604 BUILDTNG �tESIDENTIAL APPLi�ATION �i�� o� FRm�� Permit Nv.: Received By: Date Rec DATE '�.!% ' U CL YOUR E-MAII. ADARESS � � SITE ADDRESS l..v"i L7 C 7 1�tY�["�l� n S�" f� -- --- TIi1S APPLJCANT iS: PROPER�'Y OWNER! TE��i1�iT i � � ,n �: `�1•��.•-? M CONTRACTOR �.�; � �,-E- � SUBMIT A CC}PY OF STATE ,'.IGENSE # � L% �1 "� `.� EXP DATE _____� YOUR STATE LICEI� SE ADDRESS: _ ��-� � .�-O�u C'1' ��i- C17'Y. WITH APPLICATION »xrrn,r� `11 S �F 5Z =3 `� 3`� �'`1 F,a�t �? i5 ' � a� �� °J 3 % PROPERTY TYPE PER13�T TY�E �rn� oF woRx: �rwo xn�.Yrt�w O BASEMEN'C F[NISIi LI ROOF �llECK ❑ SIDINCi ❑ S9TIMM DESCRIBE WORK BEING SIZE OF IlVIPROVEMENT SQUARES GARAGES PROPOSEA SIZE: PROPaSED HEIGIiT: SIDfl� G ❑ � inyl Q Alurainum ❑ Othcr-- 0 ❑ xousE orA.Y ❑ SOUSE & C�ARAGE 0 ATTACHEI} GARAG° ❑ DfiTACHED GARAGE ClSoflit ❑ Trim ❑ Fascia ❑ DRAIN 7TLE ❑ 0'RIEEt JOL � � %(� wm�� -�- Co S 5 ��!r�l r ]Ft ,3CoG� sa,s�$n�-x�on�c �B�rr: 1, Ex:sting A'loor Plen 2. Propose� Sioor p:ar. 3, List of atructina] raemb�s to be usd FOR NEDA CONSTRUGTf01�1 11�CLUDING DECKS, ?.DDITIONS. 8c PORCHES SUBMIT: l. Site PlanlSurvey showi� the existing stnir,wres arni proposed prej�t �N�� 2. Taro s�s of Cons�ucdon plans IN EXISTING OpENIIJGS L]Yes CJNo LOCAT'ION OF R'I1�D09�IS 3. &t�'gy Calcuiatioas OR FOR NEA•' QP.ENI�fGS-DESCRIBE S1ZE OF OPENDVG CHAVG£S &c 'CXPB OF WIlriDOVJ T4 BE INSTALLEA NUMBEit OF �VINAOWS ALL FEES ARE BASED ON VALUATION, INCY.IIDING THE COST �F LABOR �TD MATERIALS: (USING'�8E 1997 U�,C FEE SCT3EDULE} � TC3TAL JOB VALUATYON Pemtit Fee Plan Revietiv Fire Surcharge Sunchazge License Surcharge SAC Charge Carb Cut Escrow Eiosion Control Park Fee Sewer iVlain Charge Total Dne $ $ S S S See $ack Paga for Fee Schedule 6$% of B�nlding Peanit Fee .00I times the total job valuation A005 x Pernait Valuation Minimum $.50 $5A0 (State Lic�nsed Residendal Contractors} $i550 per SAC Unit (Plans to MWCC fnr determinatian} ft+6ft= fix$20=$ $450 Conservation Plan Review Fee Determined by Engineering Agreetnent necessary (} Non I�Tecessanl i) Make checks na��a.ble to: Cit�s of Fridley Attach THIS IS AN APPLICA7[ON FOR A PERMIT-NdT VALID IJN(TIL P:tOCESSfiD ; I hereby apply for a building permit and i aclrnocvledge that the informafion above is complete and accurate; that the work will i�e in conformance wirh the ordinauces and cad�s of the City of Fridley and witb the Minnesota Constrnction Codes; that I understand this is naf a pera�it but only an applieation �ar errnit and work is not to start without a permii; that ihe worlc vrill be in accozdance w:th the approved plan in the case of all work w;luch r�quires �v3 ;_ d ap roval of plans. SIC3'dATUItEOFAPPLICAAIT PRINTNAME�;�� DATE 3 ��'��o Wd 9��L£�6 900Z/U£ �al�a b/L :a��d 61£6£8ti5LL :�o�� ;� � -. � ��e� � � W � � � �OI �� _ �� ` �� •s O/�� o- [� �i�y ' ,O ■ �� ■■ 1�� i ��E �� 1 ■ �s E . � � u � �� _ '� � � _� l� � -0 r� , � �A, = � �^ Y � v �- !� � � � s� ^ � � �� o � � i � � �r � � I � f F! � V/ _-__ � � � �� .? 2 � `G�.. � �3 � Wd LS� L£�6 900Z/U£ :a}�Q �� .� � � �� . yl� :a6ed 61£6£8ti5LL :wo�,� � Q � � i` �� IG.��%#L� ��i i � O i � � Z�d V � w � � �� :� �� .? ? ? �� Q r 90 ' d '7�101 ' � � .. .... ....,. . � ... � . ...,r.. � .. . � . ._......�.. � -•-- - - • ,� . � .�l l Deck�d Out f?;��'r.�...��.�� .�L S��z� .�-- I � �� Z�.0 w/ s�axe amen.dznents Standard �odes �'rac�zces . l�� A�l pie�s 42" deep (concrete} 2} �� } A�� handra.x�s r.x�.��. 3�6" tali No gaps i�r�. excess of 3 7i8" Rise/run. an sta.irs 7'/z" X 10 l/2" 5� Typ. Jo�st cv��ig. 2x10 �6" o/c �ACQ) 6} A�l fasfienexs ACQ certified v 7) Uoubl ]�QTE: x 10" southe�n e�1ow itess the ise specif:ed � ine fascialbeam�. 8} No span between �ostlgusset arrr� over 8'0" 9} z� wit�i 2" �r�ppable sux�ace 1 �} �.ag ba�ts {�edge to �ouse} �/�" � 5 '/z" �a � �" o/c z�} A�l joists with,�oist �angers ozx both ends � 12) A.il dec��ng 5/4 � 6 ar ZRC eozn �zant s rn�hetic �V , � �� v � , ��/� �� :� �� ' d T? I 9SB1.�9L 1� 3��c�hl : 3N 1 kl�H � J11. I� d:: 9 T tr00c` -fi?-�' r Wb LS�6£�6 900UU£ �e��Q ti!£ :e6�d 6L£6£8ti5LL :�o�� 0 � �`� �! . � �� Wb 9��L£�6 900Z/U£ �e��4 ti1Z :e6�d 6L£6£81�LL �wo�� Building Inspections 7. 63-572-3604 DATE� St!'E ADDRESS _ T'FiIS APPLICANT IS: PROPERTY oWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WTTH APPLICATION PERNIIT TYPE �. MECHANICAL RESIDENTIAL APPLICATION CITY OF FRIDLEY YOUR E-MAII. ADDRESS ■ • �� .�• •' Permit Re,ceived By: Date Rec'd: NAME: '�i r�--� .S �' C.' �i � ,AnnxESS: �?c�� l.�� k� �� crnr F�_��T sT PHONE: � .S /" �� - 7� 03 COIvIPNJit NANlE:..-� CONfACT PERSON: ,.� STATE LICENSE #� PHONE FAWIIL.Y 0 TWO FANIILY TYPE OF WORK: I O Ntiw ❑�LnC�rc DETAILED DESCRIPTION OF VJORK i EXP DATE CITY FAX O TOWNHOUSE ��,�xnTlowxEMODEi PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost np to �500.00, whichever is greater, far the improvement, installation or replacement of a residential fixture, excluding the fixtures. CThis should reflect only the cost of labor ) Labor cost under $300 °$15.00. Labor cost between $300 to $5� = cost of labor y� •�x .OS a FOR PROJECTS Wi�Rfi 1.ABOR EXCEEDS $500. FEES ARE BASID ON $10.� PER FIXTtJKE, EXCEPT WI�RE NOTED. FIXTURES: (INDIC�►'1� T�TAI' NUMBER OF EACH BELOV� MFG: ��`rc. �': r 2 MODEL: ' S �� G tL, SIZEBTU EquiPment instailed . . MODEL: S1ZE/B'N MFG: SIZF/BTU p�,�G; MODEL: A/C $25.� FIREPLACE (GAS) $15.� GAS RANGFJOVF.1�1$10.00 AIR TO AIR EXCiUWGF�t S15 �FiREPLACE (VdOOD) $35.� NEW GAS GRII.L $10.00 BOiLER $35.00 • _FURI�IACE $35.00 GAS UNTf HTR $10.00 CHIivWEY LINER $10.00 _GAS DRYER $10.� POOL HEATER $35.00 DUC:T WORK $IQ00 GAS PTPING $10.00 VIIVTILATOR 515.00 � - - � � t. ._,.�,�_, . - - ..--_�..� _ - -- .. . Permit Fee $ �_• �� Number of fixhues @ $10.00 x $10.00 = $ Sarcharge $ .50 Number of fixtures @ $IS.� x $15.00 = $ TOTAL DUE $ Number of fixtures @$25.00 x$25.00 =$ Number of fixtures @ $35.00 x $35.00 = $ State Surcharge = $ .50 Tota1= $_��c..� 'I'�IIS IS AN APPLICATION FOR A PERMIT NOT VALID UNTIL PROCESSID I hereby apply for a building permit and I aclaiowledge that the information above is complete and accurate; that the work will be in confoimance 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 aa application for a pemnit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all work which requires review and approval of plans. SIGNA7'URE OF APPLICAN7�, --'�� -� PRINT NAME KL°v� +�s� 1'6'r 4�] �� DATE D�r City of Fridley Building Inspections Department . 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 �� REQUIRED INFORMATION NEEDED TO PROCESS PERMlT RESIDENTIAL PERMIT APPLICATION HVAC 0 NEW HOMES/ADD1�lONS �F�CiSTI1VG HOME M,AKE-UP aR REQUIRED FOR NEW/EXISTING HOIVIES ��. t��,� � • --AIwM s�� ed� �� .N �c� 1. Combvstion A3r (See note below) � �►r�a �e ,�tt�e�� a. Oil or solid fuel IMC Cha�ter 7 with MN Amen �� b. Natural Gas or Propanel�GC Chapter 3 with MN Am.endments � 2, Ma.k�u� Air (See note below) a. IMC Cha�ter 5 with RgN Amen.dments 3. Veniang � Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new conshuction lMC 1346.0312 5. Ven.tilation . a, per MNf Fnergy Co�e '�670 or 7672 6. Duct Design Per IARC 1346.0603.2 a. ACCA Manval D NOTE: Cenierpoint Energy Mechanical Code Guidelines sofiwaxe may be used for com�iustion and make up ai� calculations : 0