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AF - 46217�"`� r r PI �- NE ERe� � Caon Rapids Office �► � neering Mendota Heights Office 201 85th Avenue N.W. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS � Coon Rapids, MN 55433 2422 Ente se Drive (763) 783-1880 Fax:783-1883 Mendota Heights, MN 55120 Coon Rapids Office (651)681-1914 Fax:681-9488 Certificate of Survey for: YU1"'1C.11 Construction Ho use Ad dress: 136 Horizon Circle N. E. . l� �� LE � � C IR �/ TC9.2 � i Og j, Z% ,• se► iP � � t000.t ` ��J � rc ��6 �p� �'a 0 N`�� i ��i � ,� �� Top o( Block =1003.4 , �� ,�� \ i 1001.5� .O � , � % �N � 1 = �� \� , � � �>1 1 � 4► W� � W o �1 ��,_J i �:., � Denotes Existing Power Pole x 000.o Denotes Existing Elevotion 1 �,1 �� Beorings shown ore ossumed Elevotions shown ore assumed .s cJ� � ; �., �' n� Top o! Block =1000.6 �� 0 °\� � ! �� •�W 13 / � ; . FOUNDATION AS—BUIL7 12-7-07 � , a�;' � "� Denotes Proposed Elevntion — Denotes Oroinage Fiow Direction E�51�TG BUILDiNG ELEVAT10N5 Lowest Floor Elevation: 994.9 —�e— Denotes underground gos line Top of Foundot(on Elevctfon: 1003.0 -- Denotes Droinoge & Utility Eosement 1002,6 at door (per recorded p►ct) Garage Slab Elevction: � ) �— �enotes Found Iron Monument NOTE: Contracior mual verify oll houae dimensions & drivewoy deaign. NOTE: Drivewoye ore ehown for qraphie purposes only, final drivewoy �� @170f6S Set Iron Monument design und loeotion will be determined by eontroctor. LOT 12 • BLOCK 3. CARLSON'S SiTM11�IT MANOR NORTH ADDT170N ANOKA COUNTY, MINNESOTA I hereby certify to Yurich Construction that this survey, plan or report wos prepared by me or under my direct supervision and thot I am o duty licensed Land Surveyor under the laws of the State of Minnesota. Dated this 4'TM day of SEPTEMBER A.D., 2007. Signed: I EER E INE ING .A. Revised: 10-9-07 (Bld. Elevations) Revised: 10-70-07 (Add Note Per City Comments) Seale. 1inch _ 30feet BY �- Thom R. Balluff, L.S. Reg. No. 40361 )27 207214.000 MLF Joshua P. Schneider, L.S. Reg. No. 44655 . i�l� , , � p'c",' � e�'' 7� NEERen ineerin r �' Coon Rapids Office � � � Mendota Hei�hts Office 201 85th Avenue N.W. CIVII, ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterpnse Drive Coon Rapids, MN 55433 Mendotu Heights, MN 55120 (763) 783-1880 Fax:783-1883 Coon Rapids Office (651)681-1914 Fax:681-9488 Certificate of Survey for: Yurich Construction House Address: .i36 Horizon Circle N E. � �'/ LE � N C IR / ,9�C9.2 � O�t i %Og i Z l� ,. � Set �P - ,000., � ��J sss., T�_n6�?.rO �,�r ,.,... � _ 4' TOP OF EL= 1 ,00,.a f � W� ; �.—� —�o o,�.o 1 � o . sss.� � � p �Z � •o� �� . ; 7op of Block =1003.4 1 °o .� � 1001.5 1001.6 0 i � �� o0 ,00,.s'� .� o� �� X� � "' ��N 1� �•� 5 , � `j `J 1 gc � � (Nj,1 w� 11 W O �1 �'� Ig�7 ��997.2 V. .. . \ x 996.9 . x s9�.s �+ x 997.7 � Denotes Existing Power Pole ■ 000.o Denotes Existing Elevotion "�o. Denotes Proposed Elevotion —�- Denotes Droinoge Flow Direction �:, 1'l Ir Beorings shown ore ossumed Elevotions shown ore ossumed . �� a � � ,�� ,� ,,, Top o/ Block =1000. 6 . �� /p/0 � L � 1 I1T�� tf 998.5 � � 1 � sV�.,.. � ��YJ" Z� � �� ' 'O 0"'� . 995.1 x I � x ses.� � Xs9s.a � x 994.9 5 � 994.5 � ti �i NOTES: 1. House placement and elevatlons set by owner. 2. No sofl borings have been furnJshed or located as a part of thTs survey. 3. No tftle commitment was furnished for thls survey. 4. Owner to ver(fy sanitary sewer Invert pr(or to , constn�ctlon. 5. There Js no rear yard dralnage for thls lot. the water wlll collect In the rear yiord. %. �a9.�+r►e••f w:n�ews �1-c► hawc e�nass weils bo'.IH a,.ro��a +I.�w.. PROPOSED BUILDING E'LLVATIONS --� —�e— Denotes underground gos line Lowest Floor Elevatlon: 994.9 Top of Foundatlon Elevotlon: 1003.0 -- Denotes Oroinoge & Utiiity Eosement Garage Slab Elevatfon: 1002.6 (at door) (per recorded plot� t Denotes Found Iron Monument NOTE: Contractor muat verify oIl house dimenafona & drivewoy deaign, NOTE: Driveaays ore shown for grophic purposes only, finol driveway —O— Denotes Set Iron Monument design ond locotion will be determined by controctor. LOT 12 . BLOCK 3. CARLSON'S SUMMIT MANOR NORTH ADDITION ANOKA COUNTY, MINNESOTA I hereby certify to Yurich Construction thot this survey, plan or report wos prepared by me or under my direct supervision and that I am a duly lice�sed Lond Surveyor under the laws oi the State of Minnesota. Dated this �'�' day oi SCP�tM6�" A.D., 2007. �'ZLV:sed� �� ' 9-0� �3��• s��<�•� Signed: I EER ENGINEERING, P.A. ��,�:>2ti; 10- 10-o7��i Np�e ?wr C:� fOMM1.tn"js) Seale. ,. �h = 30feet BY - Thomas R. Balluff, L.S. Reg. No. 40361 J27 207214.000 MLF Joshua P. Schneider, L.S. Reg. No. 44655 AUG-20-2007 MON 10;24 AM DYNAMIC HOMES FAX N0, 2188472617 REScheck Software Version 4.0.1 Compliance Certificat� Report Dafe: �20/07 Daia filename: G:VNNCtiCGKl�082.r�lc Ene�py Code: Loc�Uan: �o�9huatian Type: Glating Are8'P9�ent8g9: Climalo Zone; Construction Site: 2000 MM�resate Energy Cade Anoka Courny� Mlenesata Sin le Fe�mily ,9�r 2 Ow�er/AgenG DtisignerlContractor. Compilr�rce: Passos n��m�r,�.��, u�,. ?28 Yuur ��#on�� u�,�. 215 �•1 5.3% 6oli2r Than CoUe (UAj Wap 1: Wood Frame. 18" o,a: Wlndow 1: Above-t3rado:Wood Frame:DauWe Parre wi� Low-E Qoar 1: Solld: Donr Z; GIs9s: Baaement Wall 9: Solid Concrete or Mewnry: we�i ne�hr. 8.0� DapN bel�a+grade: i.0' InsWatlan depth: 9.0' 1152 19.0 Ci.O 175 3S �0 »s2 �a.a n.o 83 0.380 81 D.O70 2 0.29D 12 61 P, O1 Complfence Statemer�t: The pmpcsed butidirtg design deecribed here is ao�sfstent wHh !he bu�ding plans, spsdflo�aUons, and othsr colculatians submitted with the permit appli�don. The prap�ed truqdir� has bean dasi�n� to mael9re 2000 Mlnrt�ota �nstgy Code roqulrem�nts In REBebsak Vers�n 4.0.1 m�d to u�mpy wlih tha �ndato►y requlrements listed in th FiESaheesk Mapeatlan Chaakliet. �l�lZ iu-t f�`t�RPr�..l � �NC � � ° �j , I , � 7 Name • 7ifle � w��`�a�.�� 4s�'� Slgn.��a{4ruqa / (� /� Date ��1 L�Fi� �6 Y u9`�L� Pa� � a a AUG-20-2007 MON 10�24 AM DYNAMIC NOMES Date: 08/20/07 FAX N0, 2188472617 R�S�heck Software Version 4.0.1 REScheck Inspection Checklist Plan Review and Inepection Issues P, 0� This I'ist W items may be helpful icr P{an Rev� and Buddi�g I�pe�o�s to uee as a gulds for enfard� tl�e Minnesate Energy Code. T°he Items epply to Group R, plvislan 3 Oooupertcles, one- and d�ra� rosldondal dareqings. The it�ma rr�rked with ' apply only to detaehsd one- end lwo-famlly resldend�t dwelpngs. Plan Review Issues Fournlation Inepe�ticn: � Foundatfon waU insulat�o R-5 minimum. � Foundatiqn insulation ax6artds Irom top oi arell down m top of the tooti�, � Exteriar foundadon insuleticn i� wvareq by a prc�laoHva oaa�ing fmish. Concreta Slab a� Under .Slab InspecUon: � Slab an g�de �ter inaulado� R-b rtrinimum. � Slab Insuleaon extertda irom top of slab ta de�ign iroat Gna � top of footing, p FfCO� o�ar unhaatad space R-30 rtdnimum, 1Mo�ws ! Doors 1 SlryUgh�: � Avera+ge �1-value is 0,37 maximum tor wlndnuirrs and pl�as doors (e�ludes foundedon windoa+e). � FMndcw U-v�luas wnei�tent vrith buiiding plen end RESchacic CeRiflcate. � WMdow and door eraae �nslsteitt wlp� bullding pt�n ertd RESoI►ack Cer9Aoate. Mechenice) V6ntll�ti011188t168: �Rae�fanli� rtrechanioel ven�ila8ati system pravides adequate v�dl�tion par ccde raqulreme�ts". Fuma� 9N�y Fe wnsle�nt arith REScheoAr CaAificate ar building plan � ProtecUon �galnst exce8slve depreseurizaqon ia i�talled �r cade requhement�`. Fnvelope Insulatton for Plan Ravlew: � Interior basert�nt Insu1�11on R•8 minlrrtum (K no exto�or �nsulaqnn). p CeilirtBs with atdcs R•98 miNmum or conel�nt wlth bWdl� plan and RESche�k CartiHca�. I�' Wap trarMng and insule�ion level is co�stent taig� bu0ding dealgn end RESchack CeAifloate. I Inspection Issues Conceated Insulation Framing and Sheatf�ing: � �nd wash banier Ins�lled at attle edpe. ,� E� wa�� rn�s trameq so tAat In�ladon can be �netalNd aiter exterior aheaMh�g Is Instaq�d. � In��ions of tnterior pert6ion waAs 3nd e�Qeriar waQs fra�d so that Insulc�n r.an bo InstallHd beriueen the partition and exte�iw sheafhing eRer a�cre�a sheafhlnQ ts inatatlflal. 0 Gape be�ween (ramEng leee than orre-half i�roh ere eliminated by e�uring fr�mir�p togettrer or are in6ulaled at the pma of aseembly ,�'j Aq �netreUans hetwaen co�itlnnad and �ndltloned spacas made p�or to 1rarMng inapeadon are sealad •. Miorior Air Sarrier. Page 2 of 3 � AUG-20-2007 MON 10�24 AM DYMAMIC HOMES FAX N0, 2188472617 P, 03 � AI� ere acop� era st� sealed. [� Pipes, ducls, wiree, equlPmer►t and flu� and chimneys tivaagh the I�terlor air hsrrfar ere aealed. � A se�led �dnuoue interio� alr baRlet � h�steUad on iha vaeam side o1 tl'►o buNding �velope at CaUlnps, wallss, end floot rim Jolst oreas'. p Alr berrler trehlnd e� and shower i� �aled arwl prooacted. p Recessed Nght fl�aures are �eaied. Envelvps Insulatfon: � Bdselnent tnsulaticn R-5 mMimum. � NA►�d wa5h baalar an waN �parsbng housa a�d g8rage Is sealed. � Looca fltl irre�latlon la pr�vented iFam antering fhe eavae. � Ineulatlon cn stcyAlght shaRs end wa8s expoeed 'm sttlas Is supperted an tf►e uncondltbned slde. Attlo Insulatlon: � Amc accaas panef insulated to R-38 fnr cellirg peirel and R-18 for vr�p panol. Q Atbic card sttaeired tv framleg naar acccess �ing. � NatiflcoNon oi �Dic R-�Iue and dat� Of (nst�Aatia� �stad rteer b�diding permit �nsPectlnn aerd. This is � summe�y only. Od�ar requlren►ents mey spply. See the Minnesota �nergy Code. fluesti�7 CaA the Department of Publio Sarvfae UtarmBUon Center at 881-298-6175 or 1-8�0-867-3710. Paga 3 oE 3 B�l�di�g BUILDING Permit Ivo.: 5 D Inspe�tions RESIDENTIAL APPLICATION Received By: \ 763-572-3604 CITY OF FRIDLEY ��1 DATE �, fLP?�� IS'� �.Zo01 YOUR�MAILADDRESS �U ��-t fN p 4.�Pa2��fS � M�'N . C�M SI1'E ADDRESS — �-�1 1�.c � G l �1e � D Li I THIS APPLICANT IS: ❑ OWAIER CONTRACTOR PROPERTY OWNER/ N�: �l1� � C� D FLc L L TENANT ADDRESS: �°l it.2 ^�� 'U �!`� S, 9v, f. CITY Ge I.UM �1 AO �1�16+�STA�ZIP .�.3'��-12 � PHONE: ^]�s3 - �Sq - �-13 � � CONTRAC I'OR Nn1�: �� P� �" �. SUBMIT A COPY OF STATE LICENSE # O O EXP DATE 3`` � I� O$ ,�IIi � YOUR STATE LICENSE ADDRESS: m{ ��(o �— RUM �.l uS12. L U�, CITY_A/��dZ A STAT� ZIP SS3o� W1TH APPLICATION PHONE 1(0 3—"1 S� —' �$� FAX �% !� "'� PROPERTY TYPE SINGLE FAMII,Y/NEW CONSTRUCIION SIZE TWO FAMILY/NEW CONSTRUCTION STORIES PERMIT TYPE 0�pI1'ION ❑ GARAGFJSHED ❑ WINDOWS `�BASII4IIIdT FINISH ❑ ROOF ❑ DRAIN TII.E 'O DECK O SIDING �OTHER O SWII�IlI�TG POOL iyJ .S � i.l G L� �AM � l eC D 4d £tCAAI�' �rrE oF wo�: � �W 0 ADDTI'ION ❑ MAINTEN�INCFJRII'AIIt ❑ REMODELING DESCRIBE WORK BEING �NE:_ N�� S �N GLi Fi4.M � L�{ JZiS SIZE OF IMPROVEMENT l(o o D LENGTH �"I �i WIDTH 2� HEIGHT S. Ft �� G ❑ HOUSE ONLY NUMBER OF SQUARES � HOUSE 8c GARAGE B.ASEMIINT REMODII,IIVG SUBMIT• GARAGES f� ATTACHED GARAGE 2, praposed floor plan PROPOSED SIZE:�i�a?� 0 DETACHID GARAGE 3. List of sliucUual membe�s to be used PROPOSID HIIGHT: SIDING FOR NEW CONSTRUCTION INCLUDING DECKS, �VII1y� �So� ADDITiONS_ & PORCHES SUBMIT: `v�1II� � T� 1. Site Plan/Survey showing the eatisting structures 0 Other Fascia �, � P�Po� P%lect R'INDQWS 2. Two sets of conslruction plans IN EXISTING OPININGS �Yes ONo LOCATION OF WINDOWS 3• �Er@Y Calculations OR FOR NEW OPENINGS-DESCRIBE SIZE OF g� OPENING CHANGES 8c hl I N� K� �A TYPE OF WINDOW TO BE INSTALLID nv�' NUMBER OF WINDOWS A i i �+u�L c♦ nL� lf � C�TT A�i �� r�, .......�. � ��Y � I�i��To� ,�,(USINGLTHE 1997 U. .0 FEE SCHEDULE� LAIiVK A1�IL 1V1A11�.K1AI 1; TOTAL JOB VALUATION $ nla s, nnn W�n � a.� n A('C'iTPAN(`V �rvv� Permit Fee Plan Review Fire Surcharge Surcharge License Surchat�ge SAC Charge (l�,Q�3�' Gi�rb Cut Escrow Erosion Contaol Park Fee Sewer Main Chatge $ � $ _ $ �— $ . See Back Page for Fee Sch�ule 65% of Building Permit Fee .001 times the total job valuation .0005 x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1675 per SAC Unit (Plans to MWCC for determinarion) ft+6ft= ftx$21=$ $450 Conservation Plan Review Fee Determined by Engine�ring Agreement necessary ( ) Non Necessary ( ) Make chexks aayable to: Citv of Fridlev AttAr THIS LS AN APPLICATION FOR A PERNIIT-NOT VALID UNTIL PROCESSED �^� M ` I hereby apply for a building permit and I aclmowledge that the information above is complete and accarate; that the work will be in conformance with the ordinances and codes of tlie City of Fridley and with the Minnesota Constnaaction Codes; that I understand this is not a permit but only an applic�tion for a pemrit and work is not to start without a pernrit; thax the work will be in accordance with the approved plan in the aase of a11 work whi� rec{uiresJrevipw anc�japproval of plaxis. SIGNATU1tE OF APPLICANT ��, ��• G�ti PRIIVT NAME --��F I� -T� YJ R� C�-t DATE �' �° O-] � � ,4ug 30 07 Q6;53p , Yuricfi Enterprises Inc 763 753 6073 ' p.3 � i i � � i -� e/�12007 4:57 PM FAOi9: Y�,riak 763-591-6030 RE/MA}: StesuLts TO: 763-753-6073 PAGE: 002 oF OD2� i � � ... � ! i i I � 1-M- WA�RAiH'f9l�EF� -. ...—�. _ ._..._.�.. ---" MiIIsN0avi6 C0.'� SZ. Ped. MlNti:i1 2•]8�B EF : Ind'svidaal(s} to Lr�videul�(s) fCoP 3 iaShs Rserasd fm• Itneor�iiog lhm) M� Ucufoiro Cunveyaocing B (6l1/97> i DEED TAX DUE: $;Y _. � `� � , � ---T._ __ � Dace:._ --- ;�Au�. 2nn�_� .._ __, ' � , � I -. --- ' -- -- - --- __ ____ __ 1 : FORVALUABLE NSIDBRATIUN,�sndaF.�Zahcn�lu.��_persoa_..�_ -----..-r...--.;_ ; ; . _.. .._..�— _ --_� _ -..- ••-----� -- ----- ---�—�marsa� ---�,�-� f Graarar, hereb' com!ej►s and warraats to ,lancie. � �� -- �.-r -.. .. _. ---- - -- ---�--�--=- Gramee, real Propert�y ia .. ,._- .. _�AauQC�. ._ .... Coun.ty; Mfir�t�, described as iallows: � Lot 12, Black 3, "I�arison's Sammit N�an�r North Additinn°, �ccdrding to the recorded p]at there�f, noka � _ C�u�y, Mimmesota � I � � � �' j ' i � I � i � i ' ; '�ether wic� all her�ditamenits and appuneoa�ces bel�mging tl�r�o. svbje�t tia the following exceptions: ._.' 4� . . _ . _ ' ---... . __ -�- -�-- ; _ . .._ _;. _�.,. . - _`�--- _••—�-�-� -- -._ .... _.__.._..... �T...�._. * ` Check l�x if applic�s�le: ...... ------ � •- - - --�----. _... _. __.—._----- � ' � Tl�e 5eller � tEiat �e seller do�s noc know o:� arry wr.Aa nn rhe d�crib�d real P�ope:rtY• .❑A well disclosure�!ceitifcate accampanies this doeU.ment. ; ' . �i am iamiliar witt� riie property d�i�ed in this instrumE�nt �ar�d [ cer�fy that ti�e s�at� an� e�nber of eli� ! on the �SCtibed �al prapercy have no: ci�nge�1 s9nce the 'ast pceviously Sled aeFl disclosure certifua��e. '; � ' � : ' — �, .-. :. ---� --- --•!� - •_ _... .. � . � ;,'.� � �j �! ��- i Af6x Deed 1"ax Stamp Here ' -•— -!�--._. . . _._... — � xe�i ht. T�nt orsb � ` I STATE OF 1MINN'ES�QTA �... . �----- ��--- -�� ..._..�_t - i � COUNTY 4F An�ka..... . _. ._._� 8d • ._ �_. ._.__._ __._ . f _ ._�� a 'I'hia �nstrumem,vras acknowledged te#'are tne o� �---- _. __August 24,.29�r� _.._.__ . - Date � - I = by Kgnd�� M_ 7Ahc,�c�� a sir,�� B _' __.. __-----... 1i07'A07ALS7'A1R8A9i/1L(d�07HERTRIEAA7uMtu A --' ' ..a7t+.. .n,...�...-��.....�.� � � .r��.-` � � ...� �_.. . . . _ .....___ � J�.� Y.__"'._ �--�--�-�� 1�-�--��-- �--•--------�--�. � i ��1G1Y T'i7REOfNOTAtIYPUlUf.OUOTH9t OPFICIAL ��- � � _ � `I � 01 �u�ich Ente�prises Inc �Yu�ich Construction Inc Lic #20270966 21261 Rum River Bivd Oak Grove MN 55303 763-753-6081 Office 612-685-4918 Mobile YurichEnterprises a(�,msn.com City of Fridley Residential application Building dept. Enclosed you will find a building application for a new residential home at 136-Herizon cir. N.E.. We have closed on the property and are looking forward to working with you on this stick built home. Application / 2 sets of plans - with specs / Survey / Soil tests /Contractors License / and rescheck compliance certificate We are finishing two bedrooms with a full bath in the basement also to bring the total square foot of this home completed to 1650. The foundation will be twelve course block and will have transit heating in the floor. Please call us with any questions Thank you, � �. `� Jeff Yurich Dynamic / Arlen Johnson 1-218-847-2611 Yurich Enterprises / Jeff Yurich 612-685-4918 �u�ic�i Enterpr�ises Inc �uYich Constyuction Inc Lic #20270966 21261 Rum River Blvd Oak Grove MN 55303 763-753-6081 Office 612-685-4918 Nlobile YurichEnterprises(a�msn.com October 4th,2007 City of Fridley 136-Herizon Cir,Fridley,Mn Enclosed you will find detailed print, Survey, cross section. Thank You, � -� n _ �l Jeffrey J Yurich Yurich Enterprises Inc �u�ich �nterpryises Inc �uyich Construction Inc Lic #20270966 21261 Rum River Blvd Oak Grove MN 55303 763-753-6081 ��ice 612-685-4918 Mobile YurichEnterprises(c�msn.com October 10th,2007 City of Fridfey 136- Herizon Cir, Fridley, Mn. Enclosed you will find truss specs for garage and foyer. The house side of foyer does not have siding on and will be applied after attached to home per spec's and code and will be field verified on site. Any questions please call me at 612-685-4918 �1..��1, . Jeffrey J Yurich Yurich Enterprises Inc ,�,�g� ��g A O1 � ��7 W �'�� a�� S W�}�m = �� a � � �� Na�� ,�°N� � � � � g ��.m � � � u � � �dti� � � � H � � � � � � V mq i q� K O � UO F � � � � � � � � � � �� W �� W �� g � a y^ �y o _� � �� '� o� �� '� �� A � � � � � � � � {9 R ti � � .rt�-s.e n �—u e I..6.., �4 � � I � V � � � � �"�yf1� F Q � T �� 3 � � � � v �� ^ �� o� � � ��o� a mo��-�� o 0 0 � ' o es � N c�,' � ~ J J ,,,� g IL (J � O o ,.i �,. ,a� c��'�'��'OO� � � 0 � � ,� � o� �� < � ��a a � �; � � �� _� �, �f � �p ��;,� � : a3� u�; Y ti . �� 9�•. F� �� ., 4 �: ZO 'd 1.I9Z�6BBIZ 'ON Xd� S�WOH �IWdN1�Q Wd I0��0 Q�P1 �00�-OI-,L�O � � ..�, O � �� t�''v C� �m � � b �� a� a � Q � J � o �� W� � �� N � Q � U O 4 � �ri Q �� '� C 9e d �� .—. �� 0 0 � s ° � � w i N � w � � � a �1f � � ; � � " Q � � � � � � � o � y �� 4� N — � � �� 4 �� o�� o �� e� � N ++ ii. � �� r�Vf � � C � 0.0.� � �� /^.ti (A N VI N � V�y' C ? OI c � NNN QI � O�Q� � ti� n i i�f a N'O uv � �$ 8 � � 0 w m� � � � EO 'd �i9ZLti8BiZ 'ON Xd� O� � �O � �i � S. � N N L > 0 0 0 � � ae � � � � � z � Ih � W � � d ¢ � d 8 � � � � � � � � � � � . s �. a ��°�� i � w � m � N O � o O � yy Q1 � FS C9 ~ P W � � ZS O � � OC � O � U � "�7 �� ovoolo'�o r � O O �� w N 1 ��9�� m .�� 5 �� r �� `��1 ��.� n�� n�� 5��s � �� _ge ' �� `� �0 � �� g�� e�� Qa�� i�g=Q� ��g F— �` � � 9 � �i 0 ��,�� 9 aa b E �� d�9�a ,@� ��Rid�.l � ' �3�� o�ac�a� o� �-��:;� �e��€b?� ��s�� a�e��€ b ��g��o��a e �� .°�8� �3 e�- ��a� ��:��Q S�� '��Cp� � 'a� ��j��i s : �� W �'� � � � � �� S�WOH �IWdN�IQ Wd ZO;ZO Q�f"I LOOZ-OI-,L�O 10/10/2007 01:22 FAg 7634�48870 CLASSIC CONSTRUCTION 1�j001 ,. .. . .. .. ...._. , . �.,,,,�..r..� a . � ,�...ti,�;..,�'..- c..--^�. - � . . � ' ' . ...... ,. ' • •- . .. . . . .... , • . .• .....'.�..��;;.�..;: � ..`. .;'`.�::::;_..,.,p,�-ia' :;—:�:.�.a...�—..r.�..-••--• — •—•—_. . . _ _. ... . 1 . ' . I . . 'a ? � i9 7't lv °° `�Z�'r aJ G �P�., � D L�C!' I ._ � � � , .._.. , I � . ` j . �. I_ ' . „ I , , I . . _ . -. . � �—�J � ii��i i._....,, ° � � �o��x g" � 1 . 11 � ..G•` � � Date: 10/16/2007 Revision Date: 10/16/2007 Site Information Address 1: 136 HERIZON Address 2: City: FRIDLEY Counfiy: Application Information Busin�s Name: Heating 8� Cooling Two Inc. Contac.t Person: Bill Hausmann New Construction Project #: Lot: Block: Subdivision: MN Contractor License #: Office Ph: 763-42&3677 Fau: 763-428-3682 Cell Rh: 612-366-6352 Address 1: 18550 Courrty Road 81 City: Maple Grove State: MN Zip Code: 55369 House Details Square Feet: 1848 sq. ft. Avg. Ceiling Ht: 8 ft. Number of Beclrooms: 3 Ventilation : Balanced Total Ventilation Capaciiy : 65 cim. Minimum Continuous Ventilation :60cfm. Intermittent Ventilation: 5 cfm. Combustion Aualiance Water Heater. Power Vent Input BTUs: 4Q000 Independently Verite.� Fumaoe/Baiter. Dire�t Vent/Se�aled Combustion Input BTUs: 60,000 Inde�nderrtly Vented Other Combustion Aualiances Gas Fired Direct Vent Fireplac:�(s): Yes Gas Fired Natural Draft Freplace(s): No F�chaust Eauiument Corrtinuous Exhaust Vent+lation Capaciiy (cfm): NA Exhaust Fan Ratir� (c°(immm): 110 Ma_ Air No Make-Up Air R�uir� by Code Combustion Air Minimum Combustion Air Requirements Met. Gas Fired P�ver Verrt �replace(s): No Solid Fuel Appliance(s): No Clothes Dryer (cFm): 135 A licant Name rint : � _ c- Ct� 5`' -v �T�� ,� • �- ` / � �_ i� • � a pp (p ) P I ►�t o� o P Si nature/Date. � � � 9 � Code Official (prirrt): Signature/Date: OO 2004 CenterPoint Ener�,y Minnegasco. 2004 Mechanical Code Guidelines. page � A Summary Report of Excavation Observations and Compaction Testing Proposed House 136 Horizon Circle Fridley, Minnesota Prepared for Yurich Enterprises Professional Certi�ication I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stat of Minnesota. G�� a��e��Wnuprr o .��`�pF A11N ' p.� ``��.��u��y� : � �� e0�� ";. Henry V oo, PE � ; - Assaciate-Senior Engin�: ��OO.t��a�r; License Number: 2114$�� „� �� October 23, 2007 Project BL-07-03722A Braun Intertec Corporation oiy� * z�0 ti a , E1TTY. YE��g_-, �� INTERTEC October 23, 2007 Mr. Jeff Yurich Yurich Enterprises 21261 NW Rum River Boulevard Anoka, MN 55303 Re: Excavation Observations and Compaction Testing Proposed House 136 Horizon Circle Fridley, Minnesota Dear Mr. Yurich: Braun Intertec Corporation I Phone: 952.995.2000 1 1001 Hampshire Avenue S� Fax: 952.995.2020 Minneapolis, MN 55438 � Web: braunintertec.com Project BL-057-03722A The attached report summarizes the excavation observations and compaction testing completed for the proposed house in Fridley, Minnesota. The purpose of the excavation observations was to assist in evaluating the suitability of the soils encountered in the excavation bottoms for fill and house support. The purpose of the compaction testing was to evaluate the effectiveness of the compaction procedures being used by the excavating contractor and to deternune if the densities obtained in the field met the minimum project specifications. Available Information Braun Intertec completed soil borings and a geotechnical evaluation on this lot in August 2007. In our report dated August 10, 2007, project number BL-07-03722, we recommend removing the existing fill and the layer of fat clay, below the fill, exposing the underlying sand. The estimated soil correction depths of the boring locations were estimated to be about 9 feet at the front of the house pad and 12 feet at the back of the pad. Engineered fill would then be placed to establish subgrade elevations. Proposed Construction The proposed construction will consist of a single-fami}y house with a full-depth basement, concrete bearing walls to first floor level or adjacent outside grade, with wood-frame construction above grade. Typical spread-footing foundation systems will be used for house support. The footing pressures will not exceed a maximum net allowable soil bearing pressure of 2,000 pounds per square foot (ps fl. The lowest floor grade is proposed to be at the elevation 994.9 with a garage floor grade of 1002.6. Excavation Observations A senior engineering assistant performed the excavation observations during soil correction work from October l 2 to 22, 2007. A backhoe was used to excavate the fill and fat clay soils. Some of the sandy fill was salvaged and will be used as fill to backfill the basement and foundation walls. Celebrating 50 years oj groacth through service and trust Yurich Enterprises Project BL-07-03722A October 23, 2007 Page 2 Our excavation bottom elevations and oversize measurements were referenced from construction stakes provided by the contractor. The exact location of the house pads is therefore the responsibility of the excavating contractor. Visuai observations were performed to aid in evaluating the suitability of the soils encountered in the excavation bottoms. In addition to observing the excavation bottom and sidewall soils, we performed random hand auger borings up to 3 feet deep. The soils exposed and retrieved were classified in general accordance with American Society for Testing and Materials (ASTM) D 2488 procedures. Estimates were made of the soil strength properties by judging the force required to advance the auger. Soils encountered in the excavation bottoms typicaily consisted of poorIy graded sand. Based on the effort required to advance the hand auger, the sand soils were judged to be medium to dense. The depth to remove the fill and fat clay soils extended to depths of about 12 feet, or an elevation of 983 at the east side of the house pad and to depths of about 5 to 6 feet, or elevations of 988 to 984 at the west side of the house pad. The excavation to remove the unsuitable material was also extended at least I foot laterally for each foot of fill required below proposed footing grades (1:1 oversizing). Engineered Fill Engineered fill placed to establish building grades consisted mostly of imported sand. During the site grading, fill was typically placed in 6- to 12-inch-thick lifts and then compacted using a large sheepsfoot compactor. Compaction Tests A total of 9 compaction tests were performed in the engineered fill placed in the building pad area during the site grading. The locations on the compaction reports represent the specific area and elevation noted. The minimum density requirement of the engineered fill pIaced in the building pad was 95 percent of the standard Proctor dry density (ASTM D 698). All compaction tests performed in the building pad area met or exceeded the minimum density requirement. Summary Based on the results of our soil borings, excavation observations, and hand auger probes, it is our opinion the soils encountered in the observed excavation bottoms are suitable for fil} and house support. Based on the staking provided by others, it appears the observed excavations were adequately oversized. Based on the results of our compaction tests, it is our opinion the engineered fiTl pIaced in the building pad area is suitable for house support. Yurich Enterprises Project BL-07-03722A October 23, 2007 Page 3 General Remarks No established national standard exists for excavation observations. We have used the methods and procedures described in this report to evaluate the exposed soils. Other firms may use different procedures to evaluate bottoms of excavations. In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession cunently practicing in the same locality. No warranty, express or implied, is made. Thank you for using Braun Intertec. If you have any questions or require additional information, please calI Jim Stenglein at 612.369.3162 or Henry Vloo at 952.995.2238. Sincerely, BRAUN INTERTEC CORPORATION — � Jam . tengle Senior Engineering Assistant �� Henry Vlao, PE Associate-Senior Engineer Attachments: Compaction Tests 1 through 9 c: Mr. Dave Jensen, City of Fridley Exc Obs Report J u a� 'o t. 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E � Lh LN � [� r � II II II C Q m Ci a � a a�'i F aL s � � m 'a 0 a � C � � C m v w c 0 U 0 ' �.; ; Ag� * Z�O 1 � se�►ua lNTERTEC Augusi 2, 2007 1tiL: Ran Zal�sld 1218 Oak View Court A�ka, MN 55303 � �•'v n,,'� �°' \� 3 � t° � � ,,,� Re: Proposal for Geat�imic�l Evaluation Progos�d Hause - 136 Harizan Cincle Fridley, Minnesota Br� h+be�tee Corpwot�n i taot t��,;re � s AAirtneapoY� MN 55438 Pro�l BL-(f7-03722 �: 9sa.qvsz000 Fmc 952995.2U20 dVebc br�rtec.com D�r Ntr. Zaharski: We �illy submit our proposal to c�omplete a g�technic,�l �vvaluation for the propose�i house in Fridley, Minnaota. Description of Pro�ect . The lot at 136 Fridley Cincle is ctur�tly vacank, but a new house is planaed to lre c�struded he�e. Project Goais ' The ho�e builder, Yarich E�prise� w�71 stalce 2 boring I�atio� at opposite c�me,c� of the proposed hause. Bra�m �nt�tec w�l obtain surface elev�io� at the boring la�tions by refeseatcia� the tAp nut of a nearby sre hyd�. . D�nding on acc� req�ar� grouud conditions or patet�tial u�ility con�ic�, vur field crew may aitcr tl�e eacploration loc;ations from those propasefl to f�c�7itate accessi'bility. Prior to � we will co�act G�her S`tate Qne CalTamd r�quest they cantact thearea pnblic utilities for cle�ing the w�dergroundpnblic ttt�ities. We �t You aoiifY Braun I�ert� i�tely of the pr�ence at� loc�tion of anY � Pmrate ut�7itie,s on th+e propetty that are �t the r�pan�bilitY of public ut�ities. Hrana �ntertec w71 tage reaaonable pr�io� � avoid �iu�d objec�. 1n a�ari�ng t�is co� you agr� to waive �r cla�s agaiast B�aun lntertec �d will insl�mify aad �W Biaim laoe�tec l�rmiess far an�r claims � liab�ity �e to the injury ar loss alle�ly ari�ing from o� daaaaging of t�und ob}� that were not called to o� aitertion prior to the begianing of work Pea�e�-adoa 2 Borin�s � � �Ve w�71 dr�12 staadard pe�eaation test barings for the pmj�t, extending them w iS feet. Pcn�ation t,�ts w�l l� prefo�aa 21l2��t �rals to.a d�th of a6�rt 15 f�t„ aa�d at �-fvot �vals a� � ciePfl�• = - � - - - � . Ce[ebrating 50 Years o� 8rwucb thraugh service ca�d �rusc .� � � e . � �- :� � =�f . S M1� , ��h>^. L'. . � ! . . ... . _ ..-- ��-•-- �--- -- . BRAYN thITERTEC Fax Transmit�l L�i A� Z� ZVV / TA: �!. ROII %8hOI9� �PY to: Mr. Jeff Yurich F� Numbers: 763323.1085 and 7b3.753.6073 ' Frnm: TracY Kasen, Prolect Assistaat, tkosen@brauaintert�c com Phone Number. 952.995.2266 F�uc ATam6er: 952.995.2420 � Re: � Pr�sal for 136 Horizon Circle # of Paga: 7 Nrcladi�eo�) . • .� u . � Ple� odrisa �yau have received dtls coa�unicatPon i� eno� Bratm I�ertec Corporation 11001 Hampshire Avenae South . Minae�polis, MN 55438 Phane: (952) 995-2000 Fax: 995-2020 ' Prm!tdin8 engb�erfnlB m�d envir�raal so4atonssirrce 1937 � Kea 7�ahDrski Frogo�l BL-07-03722 August 2, Z007 Page 2 If groundwate�r is eacaimter�d m the �rehole�, the depth where it is abseaved will be recorded oa the baring lo�. If exis�ng fill, organio materials or other stracbually imfavorable soils have �t been �etiratai above the i�ded boring ter�aaiion deptlu, we will �d the borings to obtain � l� five fe,�t of peae�rati� into m� campetent a�teaials at greater deptha. The additional iaformation will �elp us e�ralnate �ch iasu� as excavation d�pih, c�asolidation �tle�ent, aud foundatian �, �aoag otl�. If de�er bvrings (ar additional l�ring�) ere nceded, we will co�rtact yw priar to ia�g ora tatal estimated drilled footage a� submit a Chasge Onder �g tl� aaticigatad additianal effart, aad the a�aciated cost,-for yaw rcvie� aud �r�ion , Borehole Abandonment - � We c,air�rtly do nat arrticigate Iraviag to seal aay of tke borings. - Sample Review and I�oratory T�ing Sampl�s will 1� re,turned to oiu laba�ary whe�e th�e will 1� visuaily cla�ified and logged by a greoteal�cal en�,aea. To help classi�y tke ar�taials � aad �e their �gmeerin� �es� we have hndgeted to pe�fa�m moi�re c�tests, �c�l a�l�►�s (t�rough a� sieve �Y).�� - Data ohtauned finm the so� botings and l�baratory t�s will be useci, to evatuatethe � grofile aud �mundwatea' co�itioffi, � e�aeering �alys�s related to s�ructure �esign aad perfo�, aud pr�pare a report including: � A sk�ch shqwing the project com�nents and limits, as welI as eac�lorataon la�ions. • Iags of t�ee � descn'bin� the a�terials e�couatered a� prese�ng the � of onr graut�lvvatca m�s� and larbcr�taiy t�. . • A�ry of the �hstn%grofile aad grorindwatrd co�itians. • Dis�nssian identifyin� the site conditions �t will impact structure d�ign amd �fornmnce, qualif3►mg the �ture of their impact, and oudining alteinatives for mitigating t1n�r impa�� • Disca�ons reg�rding tbe �se of on-siEe �ials dttring �on, � af the impact of �wat� on con�art�iam. ' �P��►�� t&e �der,tion, p� and �oa of e�c�on bac�fill �ad othez shuc�al fiD. • . . for the d�ign of fi�da�tams fo� tite p�op� hous� - . . $eai Zeha�� Piogosal BL-07-03722 August 2, 2007 Fage 3 One originat aad une c�py of avr final r�rt vvill be snbmittecl to you. At yota requ�t, however, addi�amaI c.�pi� can be prepared f� o8�ea proje�t team memhers. If you aaticipate that additional copi�s w71 be a�, P� �� P� ��Fleted an,d forwar�rl ta yon so tl�t we caa pre� a capy list far dde �cipi$nts aud broadcast tl� �o�l r�ts �ie�rtly. Additional Servic� � an all-te�rain rig is ne,aded for site � due to the disc�+ery of wafavorable fi�ain or changed coaditions, an additi�al charge of $50 ger lmur will app1Y- Iflmrings need to be ex� i�►ond th� �� teamvi�ti�an deptbs, we will charge aa additiaaal $14 pe,� lineal foat beyond the originaIly intende�i teimmatian d�th. Additional site mobilir.�tions will be chazged at $Z50 per day. Estiimating Cast�s and Invoic.ing 1Ne will futnish ihe s�vices d�tbed in t�iis praposal for a lump sum fee af $1,850. We would 1� happy to meet with yau aud discuss aur p�apos�i �ope af servicxs fiutYtea, clarif�►ing ti�e various scope � a� discussiag how the scope may be adjusted to � your pmj� r��. Hov�ever, you i�icated tl�t you wauld gay up to $1,500 with auy costs ovea� that to be paid by tht buyer of the P�P�Y� or ti�eir G�actor, Ywich fi�paises. . Schednle . We a�icipate that the field e,�ploration can b�in within ap�oximately I�reedc of au�Ori�tion; and the field explaration will take 1/2 day w c�mplete. S�ple classification a�id lal�ratQry testing will l�cely taken aa additional 1�eek. VVe w�l pa� alang what r� we have, ltowc�rex, as th�y are �btained and revie�ved. We a�icipate we can sabmit our re�t bY appra�natelY Au�t 10, 2Q07. ff onr g�ed scQpe of s�vices c�not be c�leted ac,�mding to thi.v schetlule due to circumstanc� beyand om e�rol, we may �eed ta revise tbis prapo�al pria�r to campleting tl� r�aining tasks. Ganeral Remsrks ' Braim I�ertec appreciates tke opgnvdmit�r to pres�xit tjria Pmpasal to yan. We a� pruvid�g it in duglic�te � the aiginal c�a be tetain� far ywu reocrds aad � copy c�su be signed and re�rse�l to �. Pl� re[u� i6e �ry► is its endrety. - The prnpa�ed fee is � on ths eoope of �rvices des�nbed and the ass�maptia�ns t�t our s�vi� w�71 be aut�ori�ed wit�in 30 c�ps a�i th�kc�s �v71 s�t si�ni6�ntly de�ay t�s beyc►� o� p1[op�ed �odule. _ Ken Zahorski Prop�al BLr07-03722 August 2, 2007 Page 4 � We include the Bra�m Intertee General Conditions, which provide additional terms and az+e a part of our - agr�ment _ - To have questions aaswered or schedule a time to meet and discu� our approach to this project fiuther, please call Henry Vloo at 952.995.2238. Sinceaely, . BRAUN TEC CORPURATION ' . � . � Henry �, PE . - As�ciate-Senior Enginer� • � Attachmenis: - . General ConditiaIIS (6!I S/06� c: Mr. Jeff Yurich, Yurich Enterprises The proposal including the Braun Interbec Geueral Conditions is acr.�pted and you are authorized to P�- - Authorizer's Name (Pkase print or typE) . Anffiorizer's Signeture . - Authorizer's T'rtle - Authorize�'s Firt� . . _ . Uate � ' _ - o��CA��7�� of�ese Genetal C� and � �ying �vrift� pti+opo�l or �on. 3ectioa 1: Unr 1.1 We a7l paovide tbe s� � d� ia au A� �i8t ym�. Yos agra �two ate aot [�bk for savices tbat aie ��aaly �� in our � � (Tn1�s oU�v� ag�eed in �S.wr��.� ' w71 be piovided to � in � Yw► agRa nat to relq � aal �mp, opmians, a� withaat a� wriaen appaoval. l.Z Ia�g�rpra�essiona! savices, vrewiU u� t}ut degneo afc� and s�II or� �ed u�r sim�7ar � bY �nmb�e me�bets of atsp�ofe�a�a �g � du same lo�eltty. ffyou directus to devia� S�am o� �, ysm agn� � hold us � 8rom c�ms, �. and � � w�tof7rour d'ue�ian. 13 We w01 r�e aur 5�d � aIId� to aea�able r�a�e poin�, bnt we vrW ant s�e9, s�, or �k ti� accuracyof th�e �� cve a�pt ffi�at dnty in vveitwg. L�of Srld �� mpliag d� m ware�t or sha9va � w�r ek�� e b�d a�a � P�ovi�d b� othms a�� de iry onr pe�s�l. Yon sp}+ee Bmts�ch d�. �. or etevatio� ate app�a� aQic� �y s�ad otlarwise ia 9�s repast Y�sccept tha m�t r�k i�at � a� �aB�s �y aot i� . ��w,�� 5� 8�t srte c� may cheogo a�r � lA Om�daGiesdc�tiadwdes� yo� o� a� o�g on, a�ae� orp�id'mg d� me�s aQd �s of thea ve�k. tmle�wa �oapt a►� dati� ��vritmg. We a+ilt�tbo �ble �9� faaluio of7�ur � � peafaandm �ad�e w€th t�r umdm�, a� t6a p�ovid�ga£aru �vices w�l aotae�z � ofeLa� rnpa�'b�ities to ycaa�oo�s. 1.S We wiU �e alte� et� �fOiy giog�am S� a��s, Uat w�vriII moRbe �ble €ao�hec�a�� si�e �altl � �tTua�s we acoept r� d�.p in�vvriting. L6 Yon w�i pmvide�, at� ca�t ao w, a�o�te �ce s�y► m� � to w*ork a�as �bo��Upa�.Oat �lo�s ar+e � by �a tv,e�e ro aork�md� � d�at �y betmsafe. 1.7 Eeti� of� fe� � oil� project co�s w�71 be b�dcm infam�on avalable to ns m�d on o�e�aie�aod �dge. Suc� � are � � ofonr �ofeasionai j�t and ere a� gum�d a�r wenaoted. Adosl costa may vazy. You s1�ld allow a �y m edditian to �co�. Sec6oa Z: Y� ZI You w�ll p�ovide � wi�t � � ��. ��. gl�s. a� m� to whic6 yaa L�ve aa�s e6wt tLe site. Yau agee to piwideus arith ai[ pl�. � in plaas. ar� nece infoc�ation as to si�e �� a�il w8 have wmpletod ow wark. Z.2 Yun wID pmvide ac�s �o t�e srte. In tl�cco�rtsc ofo�u�some s�e� is a�mal �� dae care � ex�d. �fle wiH usem�asa�bte c� m� dam� to tl� �e �Ve l�ve aot iacl�Odflu c�st of reabaca�on of � damage in ti� �ted �. Z3 Yau ag�eetn povide us, in at�mei� �. with �on that yat l�ve c�g b�id obJeo�a et the ��Ve w�71 natbe c�bb forla�mg b�uied ohjeds � � � �less vre acc� ffi� cUrty � wri�. Ywi a�oe to hald us L� frcm claima. �+ �a.�sw, aad �Iaood � invotviag � objepa of �yoa [ffi fomwledgel�td[dnaRt�nely ca� to �r �ioa arca�xly s(�w a� ti� plans yat ar otl�s on �r bebalf famislred to �. ZA Yon w�t aotifq ns af�y tmowtsd�e a� eu�icioa oft6e p� of � a� � mat�ata ia a�mple provided to w. Yw� agr� t� �ovide � vviW iafomoaticn ia�r p�on or conhol� ta ca�tioa � 6te cvork ai� If awe obsave a� saspeet the p�x of ca�tamm� �� m a� Agno�nt, wa ma�r � c�r vwozk withau 1�►to yan a��oti�s, and wewiII be�id f�f6e �vices �have paovidsd. 2.S 1�ffiisA��rdie �savi�ng of � w1t a�abe to make � an �, �. � �. � � �a�i �iiitY v�Utin the�� af tlea Resauca Ca�vatiaa Ra�owecy At�. a4 �d. cr wi� the � ofany a� baw �� c6�osa1 of h� �terialt. Y� a�ee � hold �� aad indea�fy ua fs�m any► sa� cla� orl�s. BR�YN INTERTEC ?,.0 Momt�gvvelle ar$ yaar prop�Ly, and you �a �bl� fa�d�ir perinilting� �nte�ve, aad abandom�taat noless we a�pt dmt d�q mw�ng. 2.7 Yw e�ee to make diaclosmea t� bY laW. in t6e �tyon do �t own the �e. Yan�nawkdge�at it is Your dutYto � 9Ee o�raft� di�ov�y � releaso of con� at t� s'st� Yona� to ho�d � h� e� � � �om c,a�s rela� � d�o�s ao�e by � t�t �e r� bY 18av amd 8romala6ns telated �o the ffinming or �me to mt'oma ffie si�e oura� of tl��y of 8edioa 3: Repo� a� Re�ds 3.7 We vrHl faraish r�rorts to yme in d�licatc. Wo w7! �taiu eu�atyti�l deta fm' �even ycaze amd Sn�ial da� for tl�ee years. 3.Z �r�, no�es. wh�l�i�. aad ot� � and o�a��e aad daffi aza � of anr� to yan, aad tl�q r�um o� propeaty bat are �bj�t to a 1i� to ywt farym�r a� ia 9�a � groject for d� pmpo�s � io as. You mey �ot tra� wrtejwrts to �Sas � a� them for a pu�paea farw� t�ey vreae oot prepared withwu wrvvt� approval. whiah w�71 a� be �onablq wi�W. Yar agt� to iademnify and lwld �hmmlc� tratmc�, d�. los�, ead �► �In�a� fe�, e�g Olrt ofsm� a h� oru�. At �cnC reque�, vee w�l prwide of w�r �ts a� letoecs of �e1ia�. 6nt amly if thc ie�s � to be bamd bythe t� ofam �v� gan a� amly ifwe ate paid ti� mdm'tn�4aAire fee emted m ara'tiun c�reat �[eof(�mga. 3.3 B�se �c dcc�mtamts �y 6e �ed'mt�ia�lty+ari�dvetteatty. gaai agree t�tvwe wi0 �t1�a liabte fa d�eg� t� fc� c�ga ia aoa et�Omc d� oecurortg a�rae t�a�mit itto you In case �' any � orambi�ity � an e��ic and agaper �. @te paper dawment ehall gavem. 3.4 Ifyon do �t payE�r o� �vices ia fnII as ag�ed.we may te�wr�k n�yet deffv�red� yaa�d ysu ag� to tehun to us all of �w�k t�t is in � p�on or� yo�cou�ot. Youapocaa�to use ar�ly u�n ��fa�a�y�ewhataocveraa� �i4 pa� 60� m 5�i1. Page i af2 • Pravid� e�rgb�ertrig mid env�o�rmttal �kaio�rs sira� �957 � �P��tC,4t881� a� and frdal a� lab�atory qirip�at tbat �aaot be adequafelqcd�o� of e�tseteand �e to be�nr properry. They� be �cdedor �d to 3rou. atwr�am, mrle�witl� 15 daps of � �t d�yaa8ive � w�n due�tioa to �ott ar t�t'a We ma�rials at y�r � SecBaa�C� 4,1 Yca� w�71 payfarsavioe9 � agaod up� oraaomdwg to o� then euaeaR Schedate a�' t� �'tl�e � � a�rwattena�ee�ent � wp,�. An�cagt�aotasrmt�ne. Y� a�ee to payall�les ��d � tas�s baseal on gwa �ymeat c�f o��mP�- Our pafoa�moe � an6jaa w aed'n appmval a�l �Ym�t of�9 �d re�: 4� Yanw�a�}'ya9of�� withm ISdays. Yon w�71 pay a�d pm� of�oa � Yw a�eto pay in�t an uagaid ba{� b�g 30days atkrmv�ed�atdiccaleof I.S/oPei'm�nRb. o�attheme�rm ra,oe afla�d bylaw 43 rfywdire��tomvaaicoanoRbar,w� wID� �o, 6ow.Y�� m ��bleforwr ao�n anf�Youpanvideuswith tLat Pe�aa�writ� aao�eafall t�ofanr A�e�mtand �aeaa�nroeto��dto t�t p�an �d to �yo�a, 4A Yona�ee600a�p�e�in � arc,orda�e with a�or fae sche8nk �'�re aze asked ��m��o�� ont ai'a gtooeed'�ng �lamd ts►the�+oJact and ag to whic� we a:e aat a party. 4s u��d�la�abr�t,� o� aont�I, or if pro�� oamditiong or t� acope or � of v�� azifc� Isba� um� oo�litia�v �eauh io i�d oo�s. �41C4 ��.9. ordelals. aa�ff t� � ar a�thoda � a�e w�71 gi� yon timdynaDtCea� vwB W71 � aneq� �.i�tof aur�. If yonaad�re � �ottea� agee�t o� �t oomp� wi�30daysofc�vv�app�ion, we �Y �witLanttta6a'6ty �o you oro�. 4.5 ffyonf�ltopay�wi�60d� f°D°wingiavoioac�tS ��aY�tbe d�tita total br�a�'o�aAg�and. at ��, �o�da�iwhhoutHeb'Sty to y�or to ctl�e. 47 In o�s0�n af�rp�ov�g �t000v�c�m�ebyYo�. v� �bY �v$aaYri�ofoff�asto fees othaw�dne �. - S� �x • D�pcdcs� � end � - ' •Sect[a� k •: Risk AIIocet'ion 5�3 Eac� of � w�71 ��nd fa� eff�ts W �olve�wrt�i�t�tion, Sud� �'o�IS w�11 i�de, la�tnot beT�ited to, a �s) a� byeach p�s �s) �puwe�ed � trsolvethe d� Bd'oze��us�an� ��',�%��s) v�i[ besabmitoedto ma�tia�. S,Z N�of�w�lbe%bdeforspec�, �1. �qa�tial, orP�tive d�, � �t uoiTOnited to thase a�ng &� dalsy, lo�of ase.lo�s�p�ofits a�riave�ue,loss �'�� es. � tl�at�st of � S3 WewUuat6e�slafardamages unk�ssa� is � with� lvvo �azs of� date ofinj�q c� � or a�n ta�o yr�us af the da�e a�'moaam4prl�ao af� � �� eac5er. We w�U �tbeGab� ao1e� yon�svemotif�d trs afthe�soov�ryaf 8�e ala�d�of�.��.� a� Within30ida1softbeda6eafd�y and �mtessyou � �n us an �p�r to �La sad ta rooam� ways of �� 5.4 Faryantool�tl�ebe�e6tofafee w1� � a �wa�b� a�ce Eor ti�. Y� � �t wua�telia6uTtyw7i aat � �feepaidforo�s�viaesos��p, w�is 8��ta', a� 7� � to �o�t'Y �6�amn a11 Tm6aTdy to otb�s;n�ooess oft�t amo�mf. ffyonateu�w�m� Eo ��ept th� � �� wecvID �e �r eg�te �y toS1�.000P�ovidm that, within 1Q aays o�� aas� �o� n�,t � � p�ya�eut m an amo�x timt arL1 �m�s oiu faes bp la'/a but �ti�as t�an $S0� to oo�e us for the �pLe� taalc �.1big � teC � QoR ih0p�e of� 5S Ifjoudflaoipsay�ai�60d�sof inv�oedat� �ifyan�lcea�mu�� t[�t� �esolvad'm o� � ycnagnee t� r�omr�p�, �6�not�tad to a@aaaeyfees, sdaff tim� �t�fe�s. and afher oo�s of �i�Cli� a�r �n. 5.6 TluatawofWeamtainw�dta� se�vi�g a�s bCabod w�i gov�n a� �. Eac� of�waivestr�l tryjncy. No �p�e acdag��acope afemploymmt s1� l�iod'iv�aat �tyforius� h�a� °r� � J� �auotmak�acJaim ag�ti�vid�l�ees. _ .. �vYI/ VY/ G�li� 61 Wew�l n� eud hokl you herml�s�amn end ag�t�. �, aad � to theoampa�tive ��+are caused by onr� ac�s ora�ans or �C �li�ects or om�ons ofpersons for �vhom vee a�atepIIy�espo�ble. You w�l �aadl�d��6romand �� d�, s� �v w tite oam�cativeaae�theya�ecaused b9�n' �e�oroa�sort�en�t a�xsar�i�s�pe�saffiforwhomyon are �9 �le. G.2 Tome�tit�,Ybeaso�azYW �dem�r��ua�derSoar�l�l. yau and ae �y�, in fairorof � ot� �Y, �y i�m�.yore�p�,om fi��61�j� t6at a�sta �der anJ ��P�� iaw 6.3 . Yaua�eeto�d�y�a�t los�es endcsoslsa�gottt ofc�afpata�t ot � �� m �YPioc�s or �9mtis spec�d or�od 69Yooa� bY atlara�yourbe�lG Sec�a�7: p� 71 WeaiQ gnovide a o�wL� of �e to yw apon �, qnyc�m as aa �Wditiamal I�wed shaU bolimi�ed to bsses ce�ase� b' o�u so� ne�oe. 72 ThisA�re��o��e a�t Its��'agc��ta It �y be mod'�edo�pa�aw�m�8 � �to tha �� m�rft�. 93 �ofuawiH�or�'er a�mt�r. a�c�, aay�a�s ofaeaon, or �9�� thecthr�: N�t�'ofus vull � � � usn�'er a� e�mbe�r any � �� dR{�q�OII �� P� �' P�A� cleiu�a to a�r third P� W��AIy or �ocl�al or � 7A �apgree�t�ybe�ed rarly �1ym wd�, Rfe� noeivean ��ja�tofour�np�in � ev�t�e�ly�on. Revistd fr1S-06 �z�a � �o.�D �ANCE ENGINEERING�GEO TECHNICAL SUR VEYING 101 S. MINNET�pCA. MN 55345 PHONE 474-7964 / FIRX 474-8267 SITE PLA�V FOR : CITY OF FRIDLEY i �`.� 1 ( '� i�+U`i.-�►�"l � � � S�� gA�.us � �. � � ��s � v P � r� � . 1-� o nn � S r� E�'�' o ooQ 1 �. � . �� F1 � R�vG� �,K ��il� � ' � A �.-�� SB# ITOP ELEV �i� %�UG . 200`� � � (V �,rn1 '�ti � SOIL BOR�G � 1(i�lq� ? - � � �XISTING DWEWNG ra v� (��, ��.ti � � L BORII (�� EXISTING GARAGE ��f,�NbV i(j) N�� v �� ,��,�, . FIRM SOILS ELEV OF WATER DESC SUIT MAIN FLOOR l� ��, zco� �� !� 9 �y 98�sss �----�...,. Buildi� Ins�ection� '�63-572-3dQ4 �.��, ��r�ns �ac� �s. �O�R'A'X a�rt�er �,�r�;; co��oR SiJB11�[� A C0�1C OF xou� sr�� WC..�NS� � CAtiiOq+i PE�' TYPE � o� wo�: From: 7638564832 Page: 1/5 Date: 11/9/2007 2:13:23 PM ��-- - ---.. - - -- PLUNiBi�i� � I�,ESIDE�1''T'I� APPLICA.�iD� �IT`X (JF F1t�UL�'Y �� •.:�.ia� -«!;Lri�: s_*�.r_� Pe�C�zi�t No.:� R�eived $� �� : - � ST'A?B 2� s 3TA1E � nn'e� ��31�� F '�' i`,mih2 t��C.✓► ST147E i�1l�'��i'� Gp � 7�� -�a,�--G �_�'�- ��uc,.,�l�' �- x?� °�S 31 �1NCd.E FA�IHI.'IC �� ►��► «�� n�roro��sn.�r n �v� �r � ay H�.,�?'� FBR MS 16t1.66S ti►� pe�sur�it �e is a�upa of ��5.0� ac �7�o e(th� �1 e� ap Cu SSQ0.Q0. r�hidierc� as g�, �[' � im�ove��enR. i�iam ar teplaux�ooentt af a resotdc�tia! fi�e, �1�i3 t� �s. �I1iis sl�tid �t v�Y ��ost ��f abor � � I.abor c� �der � � �15.QQ. I.a�n� o�t be�ween �D tct �SOQ = cust ad�2�or _ ..- -- ---.-- _- x .OS w...�.,,.,,�-r— k�'P4t��S500,�t9/!�}�1lS�Dt�1SJ60DP.FRPIXZiAtE,S�Lt:BFr'�l� �i�7R�: (�CAT�7'DTi4L �tyF �4CH �.QRI� 1' SE1�W�t �'�►►Al�ft � g�lyl�/�AV �R �A111T9 �1►/#'�At S� (S3S} ��p�g G/�S Pl,P�G (ra�ccrrr.�� SWI�O� � — �„CLO�H.S WASEIER ,�K�L�Ci�NS1N[� �91Y.A7FiRCLO�E[' . _BAC�►P�V. (StS�? ,�b�f'1�,f13� ,�l.AllplKl7YtY'i�AY ��lA'iffii�Ai�:(� (�t�ft�lli{O�T ,,.�.,�VA'lIIi iN�i'FR Or1Yr�t TOTAL "�-�+ �+Itui�'+af� N� ofii�+acs $�oAo 1�x �lo.00�; �15:00 x �15.0� y � S35.t1(! - -�-- -x �35,110 a � 3t� s� _ T.afnl _'. '�i'�5 �S A�+t A�dC11.�t�+t � A p�lull'1'-S�iOT YALID U�.FR� Z�Y �P�1' �+' a buildit� pe� an,d � s�noatc+dgc t#�t the � sbove is co�t� and � d�at tb� w� vv�i11 be �p cu�orn�c� vr�da �e �� and codes o�tl�e Gity af �ri�ey and with �e Minm�ota Caa�tra4tiaa� Coties; tttmt X�sm�d this is not a�t birt aaly ,sn a�+plicetioa �ar a�ermit and ra►adc i� aot to �4 r►it�rt ��t; � dus �k wi�l be in � wiih the �p�v�3 Ptffi► in � casc af �111 arnrk v,►tti� +cquirr� raaiew sdd a�oval of pT�as. • szt�ya.�a7 �rr_.�2 ' ,% esn�rr� � ,��+� �� " � � Cii.y oiFsidl�► . �aitden� In�p�t�n� D�rax-ime�t ,. 643�. U�ive�ity �4�v�� N�, FridteY, MN SS432 7�3-5'12-36t14 �A�; 763�5U2-497'7 Building MECHANICAL Permit No.:a��0 % - �i Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY Dat�d� n U 3 20 y DATE � YOUR E-MAIL ADDRESS STfE ADDRESS I � �6t�. l � � ��-. TMS APPLICANT IS: ❑ OWNER �ONTR.ACTOR PROPERTY Nq�: �(4 �l(. lk- l-�v�"� � OWNER/ ,r�DRESS: CITY STATE ZIP TENANT PHONE: CONTRACTOR COMPANY NAME: ��P�l l RI Cr � C a�.A ��'i� � t�- SUBMIT A COPY OF �NTACT PERSON: °Z. l 1.� �t./�l.S N�.h� �"� YOUR STATE STATE LICENSE q E}� DATE `�� LICENSE WTTH ,yDDRESS: � CdW�1 RO,� CITY MP�PI.(� �i�� STATE 1'�NZIP��( APPLICATTON PHOTT�'�fo� �`L� 3�o"i''�- FAX� "�Co� Ki�, _ 3% Yr �- -- , - - , PERNIIT TYPE � SINGLE FAMILY ❑ TWO FAMILY O TQWNHOUSE TYPE OF WORK: �W O REPLACEMENT ❑ ALTERA7'ION/REMODEL DETAILED DESCRIPTTON OF WORK � � � � PER MS 16B.665 the permit fee is a minimum of 515.00 or 5% of the total cost up to $500.00, whichever is greater, f�r the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 =$15.00. Labor cost between $300 to $500 = cost of labor x.OS = FOR PROJEC'fS WI�RE IABOR IXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WI-�RE NOTED. FDCfURES: (INDICATE TOTAL NUNBER OF EACH BELOV� Equipment Installed , MFG: 'C� MODEL: �� SIZE/B'f[J �� %� MFG: MODEL: SIZFJB'N MFG: MODII.: SIZFJBTU �,A/C 525.00 _FIREPLACE (GAS) $15.00 _GAS RANGFJOVEN $10.00 �,AIR TO AIR EXCHANGEER $15 FIItEPLACE (W�D) $35.00 NEW GAS GRILL $10.00 _BOILER $35.00 �FURNACE $35.00 _GAS UMT HT'R $10.� CHIMNEY LINER $]0.00 _GAS DRYER $10.00 POOL F�ATER $35.00 DUG7' WORK $10.00 GAS PIPING $10.00 VEN7'ILATOR $15.00 . �.,. . , . �.. - � e ;� ' � ' s a' ` 's`�? �� j �, , x. ... _ , .. , ��,_ . _, .. . . . .. . z � . . �. ,,. _.,> . .. .. - Permit Fee $ Number of fixtures @$10.00 x$10.00 =$1'(� � Swcharge $ .50 Number of fixtures @ $15.00 � x $15.00 = $ /�� TOTAL DUE $ Number of fixtures @ $25.00 _� x $25.00 = $. �� Number of fixtwes @ $35.00 � x $35.00 = $ °X'� State Surcharge = $ .50 Tota1= $��D THIS IS AN APPLICATION FOR A PERMIT NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I aclrnowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota -Construction Codes; that I understand this is not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of all wor which re ires ew and approaal of plans. SIGNATURE OF APPLICAN'f ✓ NAME �` ��5��'J DATE �`� � � t �v.'� �-. �S: .� ..' � � � 6. � ...r . ,.T . �. a . '{� 1!/'5.�� .�t� �L�. ' t � '4��Y � � i� .�� wf' ;'f°v/a � � �.iry oi r riaiey Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 r. � v. �c� cn� nn�^t 0 ; ; � From: 7634348870 Page: 3/5 Date: 12l3/200710:39:02 AM � From: City of Ftidley To: 7834347120 Page: 212 bate: 1?J3/200710:14:42 AM Ci1,y uf Fridley 643 � University �1ve NE Fridley N�11' S5432 (?fi3) 572-36p4 or Fax (7G3) 502-4�977 V��-e�. �G�� - G�� /�w°�!. oi�°� -Do?,'.�53 Water and �ewer Permit A�plication � New Connaction ❑Utility Lizte Repair/I�elocatiQ�, �] ExisYang OWat�r and Ser�ve� Connactior� 17ate: � ��7 �rQ� A��S: 136 HORZZQN CIR NE Name o�`A,pplicant (P�umber): GLASSIC coNSTR. Na�m6 Of.Pro 'YURICH Ci1NSTR jlet'fj� OWri6r: Exi sting Stru.cture pe�q�it # 2 0 0 7� 015 9 0 Permit Type: 3ewer Fee: X 5 0. 0 0 W ater Fee: X 5 0. 0 0 Meter Fee: Repau �ee: R�location: State Surchar�e: SA,C Charge: Special As�ssmcnt Fea: . 54 X� T4tai: $ 10 9. 0 0 Appiicant Signatwre; �� Inspeator approwal: V(iater Meter �t.� air — W ker�d & Hvl Water Contiactior�s �*ennit Scwer Comtections Permit ctian Fee for WaterlSewer Y,ine R S cial Aasess�ments Cost oP 1�Vater Meter See �5p � .50 •1 P4V1 � Scc En ' ee�ing � / v '� �� /L ^� � !/ �� L G ��/l � � �/L � r � I From: 7634348870 Page: 4/5 Date: 12/3/200710:39:02 AM �� MINNESOTA DEPARTMFNT OF LABOR ANO INDUSTRY . K � UN�TC�NSED PLUMBING CONTRACTOR SOND CERTIFICATE This is to ceriify tha� Curtis A. Strandlund, C1�55iC Canstruction of Cedar MN, Inc., has filed a 525,000 bond with the Comm7ssianer of Labor and Industry on November 20, 2006 for the year 2007. in accordance with the prOViSions of �Minnesota Statutes, Section 326.40,� ., , � 60Nb NQ. RLT 518977 . � � � ,, . Old Rep�bl�c Surety Company.,�"� '�. " � -�. Res Moi nes . I owa � `` "• . � `�' . � . , ' . � ..�d� ' , �d�'s'�'�.�y:�q>:f:'7,- � • i ('y:�� ' "�� : . . � MR GURTIS A STRANQLIlND � ° CLASSIC CONSTRUC7ION • .. - �. OF CEDAR MN INC. `^°`• .� . � .,� � � J�. . � y �' " � .1 " • � `.q�. 18542 ULY5SE5 STREET NE ��;'° �'�<i;:� �'�. '�=��S�C,ott .Brener, Commissioner BLAINE MN 55411 � �" a' �� .'� � ��` �% 1 ' ' y, � �� • •�'(.i `. t� . ' . ��Ir R� �.r L.. �5'� •� �� . P � , . . , \ "� �`�- � . � Im 0 � � ; ; � � � I �r: Yj1; r' ,' . , From: 7634348870 Page: 5I5 Date: 1 2/3/2007 1 0:39:03 AM . ihis card c�rtifi�s that the cardholder h�s cvmpleted training in the required areas of the Minnespt3 Plumbing Cade related to Pipe �aying as determined by the Minnesota Department of Health CSitl MuR1�V� � � \ I ' / 7 � �vlinr.�50f.,� 4°G;I�[ Y< OnGr �6GOr. A.;}o�.ai.�c� G043 Huosah Road, :�:«e 378, �NGwtlbury MN 55125 ��5t� 775-390d, 1•&(lC1•5�i'i•MUCA {65i17:I5•aa�81fax1 MUCA Pipel�yer Training Certi�c�tion �. � y �• � , �ean J. 1Vlattson nas complet�d ihe f�ipe Ldying Training ,/' Cou�se ihrougr� thb �, _� G(�%�� SS t4l,nne�Ay� UL ;ty Ont CLOrS �550G�:�LiOn and i5 d Cert�fied Pipe Layer hav�ng compieled • :fie reqwre0 course work in pip� Ic�ying and lhe MinnaSOta Plumbing Code `r _ _ CI"IYOF FRIDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNNERSTfY AVE. N.E. FRIDLEY, MN 55432 (763) 571-3450 • FAX (763) 571-1287 • TTD/'I'I'Y (763) 572-3534 December 6, 2007 Yurich Construction 21261 Rum River Blvd Oak Grove, MN 55303 Re: Final Inspection at 136 Horizon Cir NE. Dear Sirs; A final inspection was conducted on December 6, 2007 for the completion of the dwelling at the above address. The inspection noted that the construction was completed according to the approved plan but the following item needs to be completed before the building permit can be finaled out; 1. Provide sod in the front and side yards by June 15, 2008. We will expect the above item to be completed by the scheduled dates and a reinspection called for. The dwelling is approved for occupancy. � �_ have any questions concerning this matter, please feel free to contact me at 763-572-3603. Inspector