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Home My WebLink About2016-00420 - detached garage CITYOFORONO * z016 - 0042PJ * � 2750 KELLEY PARKWAY DATE ISSUED: OS/09/2016 � ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 3414 LIVINGSTON AVE PIN : 17-117-23-43-0023 LEGAL DESC : NAVARRE HEIGHTS : LOT 000 BLOCK 002 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : GARAGE-DETACHED Ac'r�vITv : '-t�3�s f��H_r�� v� -i�s Er.�;-u�dC� VALUATION : $ 21,466.00 NOTE: ACCESSORY STRUCTURE-20 X 20 APPLICA1�iT PERMIT FEE SCHEDULE 387.20 STATE SURCHARGE(VALUATION) 10.73 WESTERN CONSTRUCTION TOTAL 397.93 4301 HIGHWAY 7-SUITE 115 Payment(s) MINNEAPOLIS,MN 55416 CREDIT CARD 4978 397.93 (612)920-8888 OWNER BORG,CARL&CAREN 3414 LIVINGSTON AVE WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which[his permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permi[will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ��`J C' . � �� .., —�-� � c� � y�-� 0 5 ��' � � Ap licant Permi Signature Date Issued By Signature Date � � � ' ' CITY OF ORONO � BUILDiNG PERMIT APPLICATION � � FOR NEW STRUCTURES OR ADDITIONS �. �A_',` Mailing Address: Pertnit number. ��0' �T /�{,� �� .��'V�'`_,, PO Box 66 Date reoeived: �� — ,�7 1 Crystal Bay,MN 55323-0066 i ' y � i Street Address:' eceived b : 'Y� .1`,.;�� :;' 2750 Keliey Paricway i� Plan reviewfee: O�SI• �p �' ` t" Orono,MN 55356 ,� �/ ` ��r��.,�,: p�Q(i6-OC, T� _. _ Main: 952-249-4600 lij Total Fee: Fax: 952-249-4618 wwv+ci.oronb mn us ES(rA,�( ✓ This application form must be completed in full and aii required information must be su ed. Incomplete applications will be returned• (Piease print) GENERAL INFORMATION: Job Site Address: 3414 livin ston Avenue Orono, MN 55391 Will this be a Parade of Homes, Remodeters Showcase Home or other Dispiay Home? Yes ■ No if yes,a special event permit rs reQurred with Police Department and Gty Counpl approva/60 days prior to the event. Shuttle bus�rvice wiU be requir�d un/ess applicant demonstrates sufficient on-srte parlUng is availeble. Non-pevmiKed events wil/not be al(owed. CQNTRAGTOR/APPLiCANT INFORMATION: Name: Westem Construction inc. State License# BC316811 Expiration Date: 4-1-18 Phone: (cell) 612-306-8888 (office) 952-920-$888 Mai�ing,4ddress: d301 HiQhway 7#115 c�y: Minneapolis ZiP: 55416 concact Person: Bradley Chazm Applicant is: Contractor / Homeowner �c+.c�o�� Emaii and�or Fax: bradCc�westemconstructioninc com PROPERTY OWNER INFORMATION: rvame: Caren & Carl Borg Phone(day): 952-471-0843 Address: �� rinaStan Av��p C�y: OrOnO z�P: 55391 Email and/or Fax .CbOf�luflo.00171 ARCHITECT/ENGINEER INFORMATION: Name: Phone{day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATIOPI: Descri tion of ro'ect: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage D�poaal8 Water Supply 0 New Construction ❑Sing�Family with �Accessory Bldg.J Garage ❑Addition attached garage ❑Deck ❑Public Sewer �Acxessory Building ❑ Single Family with ❑Office/Commercial ❑RelocaGon deffiched garage ❑Residenoe ❑Rrivate Sewer ❑Other:(speay) ❑Muftipte Family!Condo ❑Retaining Wall(s) ❑Public 4-feet or greater ❑Public Water "My eartfi movemerrt may also require ❑Commercial ❑Storage MCWD review 8 permits. ❑Industrial �Warehouse ❑Private Well Minnehaha Creek Watershed Distrid(MCWD) ❑pther.(spedfy} ❑Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952�d71-0682 wwv�minr.ehahacreek.or Estimated ConsWction Valuation{excluding land) s $21.466.00 Last UDdated• Januarv 2016 `�"�(�!�=!I�Gf�� J__�. . APR� 2 � ZOi6 cm�oF oRorvo . • STRUCTURE INFORMATION: � , �1.Structure Dimensions 1.Structure Dimensions(continued) � a. length(ft.)= 20 Number of bedrooms= 2. Occupancy: � b.Width(ft.}= 20 Number of garage staNs� 3. Occupant Load: � Areas in souare feet Attached= c. Basement= Detached=2 4. Type of Construction: Ff8t71@ d. 1$'Story = e.2n0 Story= 5. Code Edition: f. '/�Story = g.Total Area= 40Q REQUIRED SUBMiTTALS: Ail of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Buildin Permit Escrow A reeme�t and Fees O � Pfan Review Fee ❑ O Com ieted lication Form p ❑ Pro ased Buiidin Plans—2 full si2e sets,to scale and 1 reduced 11 x 17 or 8'/:x 11 set ❑ 0 Minnesota State Ener Code Calculations and Mechanical Code Re uiremertts ❑ ❑ Surve —2 fuN size,to scale lmeetin ALL surve re uirements} ❑ � Hardcover Calculations � ❑ Se tic S stem Certification ❑ ! O Minnehaha Creek Watershed District(MCWD)Pertnit or Documentation from MCWD statin no ermit is r uired ❑ ❑ Landsca Walts and/or Retainin WaII Plans � ❑ Stormwater Pollution Preverttion Plan SWPPP ❑ ❑ Access Permit ❑ � ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Oepartment; • Agrees to pay the City of Orono for engineering consultant review costs in excess of S500; • Certifies that the information supplied is true and correct to the best of hislher knowledge. The applicant recognizes that they are solely responsible fior submitting a cc�mplete application being aware that upon failure to do so,the staff has no altemative but to reject it until it is complete; • Rcknow4edges the Escrow Agreement is completed and signed; • Understands some or all of the inforrnation that you are asked to provide on this application is classified by State law as either private or confidential. Private data is i�fortnation which generally cannot be given to the public but can be given to the subjed of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other govemmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-buitt survey at the time the Certificate of Occupancy is requesbed,a temporary Certificate of Occupancy may be issued upon receipt of a S1U,000 escrow to ensure completion of the as-built survey and all site improvements. � ApplicanYs Signature: �� Date: 7 Y�� Ovmer's Signature: '� �.'. ;.L�i�� '�� L-G�� y !-' ' ��s: ' Date: 3-29-2016 Last Uodated Januarv 2016 ;� APR 2 5 �I11� ,c�N oF oRa�vo ��.� �� '� �� 5 � � Addres's: �� Perrrtnit tVo.: �+� '�� Description of+�rork: P ��4.�� '1 �=�S� ate R�c'd� �'�•��O ' Se t@c review b � ��'� �--�(�,f� r--.."',""` , p y. Date Approv�d• Zoning reviewr by: Date Approved• � ti� ' Building review qy: Date Approved: � Grading review by: , Date Approvecf:�i��t,_ Zonin , DEst�ict: L tC , 9 ' .` Z�ning fil�#: �Jgd Reso#:�� _ Reso Date: �.'�' Zoning:Lot Area:�Qs � SF AG lEVidth: L.ot Coverag�, �.3�,�gF �"' ' �!lOYV lao0 a . Survey.Submltted: �Yes t3 No Da#e of Surv�y: �'L��. Revised date(?1• Landscape plar�submitted? 13 Yes p No �ancls�aper: Pro osec! Sefibacks: ; . t�V+ . � :- , . Froa e) Re�r(S� , ( �! S � yV ) ( i� S E 1A1 ) Other Bteildengs Wetland Si� Side :-�p , . , , , . � 25,L� ; l�.3` g� � De�fined Weight: Peak Height: FFE: FfE rr�inus 6 feet= (Facisting Conto Ferimeter(linear feet)_ � 50°l0= _1..F. t�ei�ow grade � _ � Basernent7 �Yes G�Vo, �_Storie� -. . � , . � ; _ . , , , �OR A$WILDINCs Y�lITH 4►9A9fAlIENT OR C�'tAV�IL SPACE: = FOR A Bl1�L•DI1�G ON A$LAB`FOUNDAT10A1:,` '1'Ne tlPstance�etween Uie idwest prcposed �lab' b��boye g'rade= START WI�H floor(of tMe b�9semeM or erawi spac�and r4�ea8nre f�Qm the hiefiest p�irrt of the roof. • START WtTH 1he h�gfi".`' t of�the . ui ��. . _ • . , k ` ' (rot even"If fill ,:rougt#iri to -� � lf you Havg a:..�:� � eteva�e..� � SUBTRACTION , • �4BL ` NIPPED ROOF(n4 St �r Qrad6-rt�8,gure•. � . (�ASEt�ON wm j: Subtract haif#tie distan�e . rr�fi��hest exisstir�g grade'�a She: i �� i200FTYP�J �� rthe#�iph�t'point,ofthewof � hest":��toft�ei�aof, � 16 the ic�w poirn of the correspcindin9 ` 'if yau have a.. gable o�hipped r4of. SUB 710N " ��dR k11PPED ROOF ` � • GABLEiOR H1PPEb ROQF(with , ' (BAS �OM ��'indows):'Sllbtt2cf;h�if � , v+nnd }�� SubUac�t�alf ttie di�at�c� R TYPE) `��ist8nce,treiwesrl the es, - betw�tltetop oT the highest hi�tiegt pqint o�tfie roof to : Nnndgw nd the hig�est poii�fi of the � fihe 1aw-point of th9 � rooT �`' � cotr�spot�diri�gatiie or . .. � . , . - `. , - . Mip�d roof � � • ALL OTHER ROQ�IYP�S(flat, • (�,e,BL£QR HIPF�D ROOF mansat�;etc):No subtraction: � (wifh wintlow�): 5t�btraot. SUQTRACTIdPI Subtra�t ttie djstance belween the hagtkis distarlce 6eiween (BAS�D ON baserr�enUcr$Wl space tloor and the ttie't¢p o�T the higtis�t E�XISTING highest exfsH►�g gtade adjac�#to� � wlndow and 6�e highest GRADES) . foundation OR 1b feet(whicMever:is less): poik�t of the roof , . ,. � AtL QTHER ROOF TYRES EQUALS Gefined bulldin Mei ht � 'tflat,manserd,ete):Nq , ; . 9 9 gutrtractien. ' Deflried building " ght EQUALS Updated: Odober 2015 z:\forms.�plan review checklist 10-2015.docx Average�ake�D�or� Setback Shorel�nd [3istrict �C��'��6� Met? Bluf� Permit NLmber: 6 Yes Q No NiA � Y� Yes 8i �to Nfl N/A-see attached Setback; Stormwater Quality F�cisting Proposec! Overiay District Tier Hardcov�r Hardcover Variance Required CUP Required circle'one %and s %and s . ��j.7�0�0 �..(D� Yes Ct No 'G Y�s No 1 � 3 4 5 Z.�2- $"� TYP�(S): ` TYpe(sj: 1�� s� . _ runrd �r,r�e.t� sfiuc, v�. Fees to be Cha. ed YES' t� P�rn� : �,,,�'': Plan Review � St�s�C1�tt�e ; , , : t/''`' ,:. �nvestiga#ion fee �+��C�,�:of�AC�itil� , OtNer(specify) . S uare Foota e � r S u�re Foota e $asement X = � ;, 1'��loor . : X : > _ $ , . '2nd�100f � , x - _ ;$ . Garage X = � £stimate+d Cor��ction�'alue: � . �- �� Orono�nspectfons-Required Work Rec�uiring�Sspar�te Per�its footing f � Site tl Pltl+�bing fl Gradin�/Filling � t] Pnuned lAlail � � �� G Si1t F�r�cefEfasi�n Control _� O Meeh�niial , _ L7 �irs, :;� � ' D Fout�dat�on�urvey, ,; fl Hardcaver Rernoval i3.Septic �-1N�ter•GQr�n�ctiora ; C3 ��untfation�Waterprocifin� fl dther(specify) ' C� �i�e�lace"' Q':Se�iver=Con��ctian F�arrfing�` . ' O M�sonry- `D�Lawr+�lm�ation �t��tasulatior� � Mfy. ,� � #�`,L'andse�ping �a as-Buiit survey� n oti,er{s�aci�y) . �inal C! Lathe �equired S�te f'ermixs fl U#her{s�ci�) : O V11ell �1`E1e�trical `REM�IRKS.�n=house): : .. ;� . OF�'ICiAL REMAR�CS�TO BE NOTfD:ON pERNi1T AND#I+�ITIALtED: See Buifde Acknowiedg�r�ent Form rio - uilt survey a ver calc ' : e an pproved. Updated: Odober 2015 �•\fnrmc\�lan raviow rhorklicf i fL7f11 F rinrv ♦ ' , � ,. -�ity Orono '� '''"�� -. " r � f � � Address 3414 Livinqston Avenue - •' � ,• __._ _._.-•- Customer Caren 8� Carl Borg 4301 Highway 7, Minneapolis, MN 55416 Phone: 952-920-8888 Fax: 952-920-1172 Phone 952-471-0843 W/C : Cborg �uno.Cor11 State License#BC316811 Salesman Bradley Lot Typ . Corne , Reverse, In-Side Lot Size Garage: 20 x 20 x 2 Wire mesh �i2°° Rods conduit �te�iewed fior C�de 4000#, 6 Bag Mix, 4%Air Entrained C0111pIi�I1C@ City Of O�OnO ABU 4 L Front 8 R Front pa� ` 10 L Rear 16 R Rear Reviewer Driveway: Owner Asphalt Cement Asphalt � 0�� Sidewalk j Block: 1 Row 6x8x16 2+ Rows 8x8x16 � �,+"� 1 Left 1 Rear 1 Right 1 Front \._ �►�`� �:rs v��0 \ ��a� Damp Proof/ Backfill: Western / Owner �,g J� 1� (� ,�`..�y�dG Overhead Door Size 16x7 Steel v • Offset L Centered Offset R � x�� Always Use A 16'3" RO ��,fi � � � � �� /�\`��e� . Service Door 32" 36'� �U � � 1 Row RO 2'8" = 34" 3'0 = 38" �C� 2+Rows RO 2'8" = 37" 3'0 = 41" ' � oo � '/z"Anchor Bolts Located Not More i�5 ��''� �+ Than 6'o.c. And Within 12" Of Each ��` J� O�� End Piece. Both Side Walls Will Start 3�� tiP f With A 12' Bottom Plate From The Front. ; � � ,.._ � ' '� •�•' ''�'�� GARAGE SPECIALISTS SINCE 1949 • � � .• � . STATE LICENSE#BC316611 . . . • � .••� 4301 HIGHWAY 7,#115 MINNEAPOLIS,MN �' '�-•-��""�� 55416-5807 FAX:952.920.1172 BUS: 952.920.8888 SITE ADDRESS: �14 Livinqston Avenue Orono email: Info@WestemConstructioninc.com COMMON AND/OR HIP SET TRUSSES�24"O!C (� 2"X 4"STRONGBACK LAID HORIZONTAL Roof Height 12� I 2"X 4"-45°GABLE BRACE TO STRONGBACK(WHERE APPLICABLE) Truss Mid Point ICE&WATER SHIEID FRQM ROOF EQGE TO 24"BEYOND PLATE LINE 12 15#FELT UNDERIAYMENT,SELF SEALING SHINGLES. Q 4. �� EXTEND SHINGLES 3/4"BEYOND FACE OF 1"X 2" DRIP EDGE — �� 12 RAKE O" 1"X 2"LEDGER 2"X 4"LOOKOUTS(USE TRUSS TAI�CUT-OFFS) 3/8"CEDAR PLYWOOD SOFF�T Trussto PiateConnecto 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE FacxcxyTruss Rai�rType 1 HOUR RATED FIRE WALIS WITHIN 5'OF LOT LINE,5/8"NPE X EXTERIOR � �� GRADE GYPSUM ON EXTERIOR SIDE 5/S"NPE X ON INS►DE WALL 7/16"OSB WALL SHEATHING OH DoorS¢e 16x7 Steel SHEATHING EXTENDS TO ROUGH OPENINGS,UNDERSIDE OF RAFfER OH Door Header 2-ZX�Z ZO� TAILS AND TO UNDERSIDE OF ROOF SHEATHING AT GABLES. SidingType VIf1y) FLASH ALL ROUGH OPENINGS � sn�ery� Architectural 2"x a"STUDS�16�oic Fre WaR Location NA 2"X 6'TREATED SOLE PIATES&SEAL DOUBLE 2"X 4"TOP PLATES-STAGGER TOP PLATE SEAMS 48"MIN- WaQ Height 8 RooFPdch 4 INTERLOCK AT CORNERS 8'0"CEILING HEIGHT(SLAB TO TOP PLATE) Truss(ubd PatY Roof Heic�t �2� � FLOATING MONOLITHIC SLAB a � °° 4000#/6 BAG MIX/4°�AIR-ENTRAINED 4"MIN THICK SlA6,8"WIDE X 8"THICK PERIMETER — . --------� 6X610 GA.WELDED WIRE MESH RE�NFORCED 2�1/2"REBAR PERIMETER,SHARP BEND @ CORNERS < - 2"MIN COVERAGE ON ALL REINFORCEMENT S 4"MIN COMPACTED GRANULAR FILL BASE TOP OF SLAB 6"MIN ABOVE GRADE 1 COURSE 6"CONCRETE BLOCK �----'--��` 1/2"X 12"VERT REBAR�48"O/C GROUT SOLID P P�� 2"X 4"STUDS�� 24"CONCRETE APRON-1/2"EXPAN510N JOINT-SLOPE AWAY @ 1/4"/FT � SEALER � \\ f \ 1!2"X 16"RIGHT ANGLE ANCHOR BOLTS-7"EMBEDDED,2"MiN EXPOSED 1 CS � � 7"FROM OUTSIDE CORNERS-EACH WAY,6'0"MAX SPACING 6"X8'�16"CONC \ BLI(GROUTED \_-_ \ GROUT CORES SOLID AT ANCHOR BOLT LOCATIONS 50CID AT ANCHOR �T \ BdLT LOCATIONS ��MIN � � l ' � „ l I � 1 fi2"ANCHOR 1 BOLTS WITH � (2) REBAR � NUT&WASHER 8�� 3��M�N / EMBEDED 7" � MIN INTO EMBEDMENT� FOU ATION, / LOCA IN CENTER 1/3 OF SOLE � PLATE,Sl4(�CED AT 6'MAX AND WITHIN � ' 12"OF PLA�6.E\DS. �/ � � ��_�� .y=��rR-n R APR 2 � Zt�16 cmr o�oRo�o ; , , �. . ,.g- - ,_.. , . � ,,._ • - .'�i, �,,,..�....... .� ..�� . , • , APR 2 � [t��6 , . . � •• ' ' ' •'' CI'�Y dF OROIdO _ ,,. -___.__......, 2015 Minnesota Residential Code CHAPTER 6 WALL CONSTRUCTION NARROW WALL DETAIL R602.10.6.3 Method PFG: Portal frame at garage door openings in Seismic Design Categories A, B and C. Where supporting a roof or one story and a roof, a Method PFG braced wall panel constructed in accordance with Figure R602.10.6.3 SHALL BE PERMITTED ON EITHER SIDE OF GARAGE DOOR OPENINGS a — FkTchT4FHE.�QE�'1rTFt��JBLz�CSt�t:.FfislFES;'S1"OE:isdE�:'z:.LlF44'rL51 f:��E�P.�)F�1?J+.�EC NrTY.UFsG1.E PnaTRLFRr4c r0!t=_Ek+eLEV'fu1lPs,t�_L; `—'� 7-tE FOi1�icII tdGT14 OF OFEKNG_� , FpR SdttCL'OA 10ilElE?OZiAI p ---) �".�� 'fnS101�STP,aP�ER PV��t�lt�r. •• _ ��^.�•J -.s&:E6�tObs t aE'E �I:ICFT �� S f ��tl 017s+G5Rz 5f�R' � "lyii �\t[��3€m HI •. � j C?SHE;TdtrtG�, . i `3 � �'�� STEE F£�ESPfAM1E,'EO " '� � �s.E-"m '�'�.�. - ,r. , i `" lu t4>TLt15ML 'T�Itl�'OMC4'Y_Rt"1�¢�' t •..� Fxg'EN'CP �" CONN:ai�R�.4':tFZ�D90%IiAtSfA �3ACI � { IF'i+Et?=�,F44�1. �F:.OTY'C i3 �: PATfEAN 4, ri0 ST: � � { 'a'�4'C.!iCA7l:i Shy1L MEALf N3YITN W k++ � � OLCt�el GUR�IE 8E T�44 }` . 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'�'FAk1iTTfhT4r•Af,:6 �rf. . .J.61t41t�E�ti�NEL - i � R�CUIFEO.�61hL?!.^ 3 . , ..,i � Q, . � C8E7�IN:,FOR SII.ULE ,• �Y . -- - _ . . � . . . � . . . PORTt�t�P.4NE .__._.___.__._..-_..._..,_.. ,�...r_�.�._ .� ..�_T� ~�_.-..�:_ i "�_._, x�Cn6RB0USPEa fROMT ELES�ATI€lN ��"�t R`='�' SECTIr'J!V MIN. (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER R403.1.6 WITH 2"X2"X3/16" PLATE WASHERNARROW WALL WIDTH IS BASED ON A 6:1 HEIGHT TO WIDTH RATIO: 8' WALL HEIGHT MINIMUM WIDTH I516",9'WALL 18", 10'WALL 20" W�stem Construcdon,Inc. 4301 Highway 7#115 Minneapolis, MN 55�416-5807 FAX: 952.920.1172 BUS: 952.920.8888 email: Info@WeSternConstrucfionInc.cam State License#BC316811 ALL FRAMIN6 LUMBEf�TO BE HEM-FIR#2&BETTER. WINDOW ROUGH OPENING: .� � 46-1/2"X 20-1/2"(VINYL SLIDER,NO BRIGKMOLD) ' FOUNDATION: 2@ 2"X 6"BUILT-UP HEADEIZ WITH 51NGLE TRIMMERS AT EACH SIDE OF ROUGH , FLOATING MONOLITHIG SLAB-BROOM FINISH OPENIN6. � 4000#l 6 BA6 MIX/4%AIfZ-ENTRAINED 4"MIN THICK SLAB,8"WIDE X 8"THIGK PERIMETER (ZOOF FRAMING-COMMON TRU55: 6X610 GA.WELDED WIRE MESH IZEINFORCED 4:12 GOMMON TfZU55 24"0/G F�ECEfVE� 2@ 1/2"REBAR PERIMETER,SHARP BEND @ GORNERS 2"X 4"STf�ONGBAGK LAID HORIZONTAL 2"MIN COVERAGE ON ALL REINFORCEMENT 2"X 4"-45°GABLE BRACE TO STRONGBACK �pR 2 5 Zp�6 4"MIN GOMPAGTED GRANULAR FILL BASE TOP OF SLAB 6"MIN ABOVE GRADE OVERHANG-12" �4��Q�O 1 GOURSE 6"CONCIZETE BLOCK 1"X 2"LEDGER 1/2"X 12"VEfZT REBAR @ 48"0/G GROUT SOLID 2"X 4"LOOKOUTS(USE TRUSS TAIL GUT-OFFS) 3/8"GEDAR PLYWOOD SOFFIT ANCHOR BOLTS: 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE 1/2"X 16"RIGHT ANGLE-7"EMBEDDED,2"MIN EXf OSED 7"FROM OUTSIDE GORNERS-EACH WAY RAKE-FLUSH: 11'6"&12'6"FROM REAR CORNER-EAGH SIDE 1/2"SPACEfZ 6'0"MAX SPACING 1"X 6"FASCIA WITH 1"X 2"DRIP EDGE 6ROUT CORES SOLID AT ANCHOR BOLT LOGATIONS SHEATHING: 24"GONCRETE APfZON-1/2"EXPANSION JOINT-SLOPE AWAY @ 1/4"/FT OSB EXTENDS TO ROUGH OPENIN6S 7/16"OSB WALL SHEATHING TO UNDERSIDE OF RAFTER TAILS AND TO WALL FRAMIN6: UNDERSIDE OF ROOF SHEATHING AT GABLES. 8'0'CEILING HEIGHT(SLAB TO TOP PLATE) 7/16"OSB ROOF SHEATHING W/"H"GLIPS.ED6E OSB IZOOF SHEATHING FLUSH 2"X 4"STUDS @ 16"0/G WITH 2"X 6"TREATED SOLE PLATES&SEAL WITH RAFTER TAIL FACE DOUBLE 2"X 4"TOP PLATES.STAGGER TOP PLATE SEAMS 48"MIN- INTERLOGK AT GORNERS ROOFING: 12'0"TREATED SOLE PLATES FROM BACK EDGE-BOTH SIDES IGE&WATER SHIELD FfZOM ROOF EDGE TO 24"BEYOND PLATE LINE 15#FELT UNDERLAYMENT,SELF SEALING SHINGLES. OVERHEAD DOOR fZOUGH OPENIN6 EXTEND SHINGLES 3/4"BEYOND FAGE OF 1"X 2" DRIP EDGE 16'0"X 6'11-1/4"(ADD 3"TO ROUGH OPENING WIDTH FOR MASONARY OPENIN6) SIDING: 2@ 2"X 12"BUILT-UP HEADEIZ WITH DOUBLE TRIMMERS C�EACH SIDE OF FINISH SIDIN6 PEfZ OWNER SELEGTION IZOUGH OPENING.DOOR TRIMMERS EXTEND TO SLAB AT MASONARY Ot'ENINGS. FLASH ALL EXTERIOR WALL OPENIN6S SERVICE DOOR ROUGH OPENINGS: TRIM: 38"X 82"(3'O"SERVIGE DOOR,FLUSH,STEEL,W/BRIGKMOLD)(DOORG(ZAFT 1"X 4"JAMB AT OVERHEAD DOOR #EL-1)(ADD 3"TO ROUGH OPENIN6 WIDTH FOR MA50NARY OPENING) 3/4"QUARTER ROUND COVE-OfZ-t"X 2"GOVE BOARD 2@ 2"X 6"BUILT UP HEADER WITH SIN6LE TRIMMERS @ EACH SIDE OF ROUGH BRICKMOLD APPLIED ON TOP OF WALL SHEATHING. OPENING.DOOf�TRIMMERS EXTEND TO SLAB AT MASONARY OPENIN65. Copyright 2010�Weatern Constracdon,[nc.�4301 Highway Seven,Suite ll5�Minneapolis,MN 55416-5807�Phone(952)920-8888�MN License#20316811 - NOTES Scale:N/A PRO�fIDE RQOr Af��p FLOC� T�USS - SPECIFICATIONS ON-SITE SELF SEALING SHINGLES O 2"X 4"CONTINUOUS STRONGBACK WITH 15#FELT E 45°-2"X 4"GABLE BRACE EACH END 7/16"O.S.B.WITH"H"CLII'S COMMON TKUSSES @ 24"0/C 12 4 � ICE&WATER SHIELD FROM ROOF EDGE TO 24"BEYOND PLATE LINE. — — � Aluminum Fascia 12" � MANUFACTURED STEEL DOUBLE 2"X 4"TOP PLATES HOLD DOWN CLIPS STAGGER SEAMS 48"MIN Aluminum Soffit Vinyl Siding 1/2"X 16"ANCHOR BOLT,NUT&WASHEf� FLASH ALL OPENINGS �0 2"MIN EXP05ED, 6'0"MAX SPACING 15#FELT 7/16"O.S.B. SHEATHING 2"X 4"@ 16"0/C TREATED 2"X 6"SOLE PLATE WITH SEAL 1 COURSE 6"X 8"X 16"CONC BLK 1/2"X 12"VEIZT f�EBAR 48"0/C � � 4"MIN THICK CONCRETE SLAP GROUT SOLID � � 4000#.6 PAG MIX,4%AIR ENTI�AINED � ———— � � 6"X 6"- 10GA WELDED WIRE MESH REWFOKCEMENT i , COMPACTED GRANULAR FILL CONTINUOUS "REBAR(2) �� /�� n �� 4"MIN THICK g�� SHARI'BEND @ NEfZS "� � NOTE:2"MINCOVEI�AGEON/iLL RE/NFORCEMENT �� ,�I�l�U� � �irC nPsS 1 Z- 20' � �' t-d n �rv� � 5 1Z. �r � Copyright 2010�Western Construction,Ine.�4301 Highway Seven.Suite I15�Mirmeapoiis,MN 55416-SR07�Phone(952)920-R88A�MN License#20316R1 I - BUILDING SECTION Scale:1/4"=1'0" VINYL WI9NDOW 16'0"X 7'0"OVERHEAD �2 DOOR,4 t'ANEL,STEEL 4 v ❑ �• 1 � 0 20' 20' 36"Steel Service Door West South (4"EXPOSURE VINYL LAP SHOWN) SELF SEALING ASPHALT SHINGLES 12 4 v �— 20' 20' East North Copyright 2010�Western Coostraedon,Ine.�4301 Highway Seven,Suite 115�Minneapolis,MN 55416-5807�Phone(952)920-8888�MN License#2031681] - ELEVATIONS Scale:I/8"=1'0" 20' 2@ 2"X 12"HEADER � - � � � � TIZEATED 2"X 6" SOLE PLATE � 2' 16' 2' Copyright 2010�Westero Constractlon,Inc.�4301 Highway Seven,Suite 115�Minneapolis,MN 554165807�Phone(952)920-8888�MN License#20316811 -SOUTH WALL FRAMING Scale:1/4"=1'0" DOUBLE TOP PLATE 2@ 2"X 6"HEADEIZ 2@ 2"X 6"HEADER , � cQ l� N � � � � TREATED 2"X 6" SOLE PLATE � � 3'10-1/2' � ----- ---- 20' --- - - Copyright 2010�Western Constructlon,Inc.�4301 Highway Seven,Suite 115�Minneapolis,MN 55416-5807�Phone(952)920.8888�MN License#20316811 - WEST WALL FRAMING Scale:1/4"=1'0" 20, . + + + + + + + r—————————————————————————————————————————————————� + . � I � I � I � I � I � I � I � I � I � I � I + � 1/2"ANCHOR BOLTS I + 6'0"MAX SPACIN6 I � (SEE NOTES) 2"MINCOVERAGE j � ONALL REINFORCEMENT I I � I � I � � I I � � � CONCRETE SLAB I + � (SEE NOTES) i + � I � + � I + I � � 1 COURSE 6"X 8"X 16" � I CONRETE BLOCK 1/2"X 12"VERTICAL REBAR 48"0/C AT PERIMETEfZ. � � GROUT GOIZES SOLID I I � + � I I � � I + I � I � OMIT BLOGK AT � � 6ERVIGE DOOR � I � � OMIT BLOCK AT I + � OVERHEAD DOOR � I + L------------------------ ------------------------� + + + + + CONCRETE APRON-SLOPE AWAY @ 1/4"/FT N � 2' 16' 2' Copy[ight 2010�Western ConstrucHon,Inc.�4301 Highway Seven,Suite 115�Minneapolis,nTr,ssa�b-sao��rno�e�9s2>9zo-saaa�nsr,L«e�5e nzoa�6su - FOUNDATION PLAN Scale:1/4"=1'0" , . 2�, - 2"X4"@16"0/C 2"X 6"TREATED SOLE PLATE < z .c r �� 7°z ;c o�' r x �� z G' ROOF TRUSSES z � , � o � w 24"0/C `�' � � S � ti � � a �----------------------------i � , i i � � i i c i i � i i '� . i � 2@ 2"X 12"HEADER I I (FULL WIDTH) I 3'0" I I I I j A 16'O"X 7'O"OVERHEAD � � DOOIZ,4 PANEL,STEEL � � - - - - - - - - - - - - - N � 4' 16' 4' Copyright 2010�Western Constructinn,►nc.�4301 Highway Scvcn,Suitc 115�Minncapolis,MN 55415-SA07�Phonc(952)920-R888�MN Licensc#20316R11 - �iE�RE��iE pLE�N Scalc:I/4"=1'0" C,hristine Mattson From: Rachel Workin <rworkin@minnehahacreek.org> Sent: Friday, May 06, 2016 8:20 AM To: Christine Mattson; 'brad@westerngarage.com' Cc: Carl E Borg Subject: RE: 3414 Livingston Avenue/#2016-00420 Good morning Christine and Brad, Based on my phone conversation with Brad,this project will not require an MCWD permit as it does not meet the thresholds for an erosion control permit(50 cy excavation; 5,000 sf of disturbance) nor is it located in the floodplain/wetland. If plans change and this is no longer true, please let us know. Thank you both! Kind regards, Rachel Workin Permitfing Technician Minnehaha Creek Watershed District 15320 Minnetonka Boulevard,Minnetonka,MN 55345 952.641.4518 www.m inneha hacreek.ora From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, May 06,2016 8:15 AM To: 'brad@westerngarage.com'<brad@westerngarage.com> Cc:Carl E Borg<cborg@juno.com>; Rachel Workin<rworkin@minnehahacreek.org> Subject: RE: 3414 Livingston Avenue/#2016-00420 Brad, Thanks for the information. Rachel, Please send us an email stating a permit is not required from the watershed district. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN E 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ 1 '� 952.249.4620 I g 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: brad@western�ara�e.com [mailto:brad@western�ara�e.com] Sent: Friday, May 06,2016 8:05 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc:Carl E Borg<cbor�@iuno.com> Subject: RE: 3414 Livingston Avenue/#2016-00420 Hi Christine, Thanks for the heads up with regards to the WCWD possible permit. I just spoke with Rachel Workin and she said we don't need a permit from them and if you had any questions you could give her a call. Are we getting close? Thanks for your help! Bradley Chazin President Western Construction, Inc. 952-920-8888 From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Thursday, May 05, 2016 9:56 AM To: 'brad@westernconstructioninc.com'<brad@westernconstructioninc.com> Cc: 'cborg@juno.com'<cbor�@iuno.com>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:3414 Livingston Avenue/#2016-00420 Brad, We are nearly complete with our review of the building permit application for an accessory structure at 3414 Livingston Avenue, however l don't see a permit or documentation from the Minnehaha Creek Watershed District. Your project may trigger the Minnehaha Creek Watershed District's(MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN I 55323-0066 (mailing addressJ 2 Christine Mattson From: Christine Mattson Sent: Thursday, May 05, 2016 9:56 AM To: 'brad@westernconstructioninc.com' Cc: 'cborg@juno.com'; Roger Peitso Subject: 3414 Livingston Avenue/#2016-00420 Brad, We are nearly complete with our review of the building permit application for an accessory structure at 3414 Livingston Avenue, however l don't see a permit or documentation from the Minnehaha Creek Watershed District. Your project may trigger the Minnehaha Creek Watershed District's(MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN I 55323-0066 (mailing addressJ 'a' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 . � Builder Acknowledgement Form 3414 Livingston Avenue/#2016-00420 Builder Permit Conditions Initials Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. According to the resolution, prior to the release of the escrow money an as- built survey and hardcover calculations must be submitted and approved. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved rior to construction. w:\street files\livingston ave\3414\builder acknowledgement form 2016-00420.docx . � Permit A�plication: Seif-Checklist for Completeness Please note, the appiicant must initial in the boxes below to acknowledge the minimum required information is induded with the submittal. If not, the atipiication wili NOT be acceoted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application subm'ittal requirements. Completed Appiication Plan Review Fee Paid Signed Escrow Agreement Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the praposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that �rono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: 3414 Livingston Avenue Orono, MN 55391 Permit #: �p l �-Od Z,L7 Last Uodated: Januarv 201 fi � � ��- ✓ � �z /� TIME CITY OF ORONO CALLED IN sv-` INSPECTION NOTICE SCHEDULED ,� — /�—/l� /�%36 PERMIT NO:� -�� COMPLETED ADDRESS � �'`! OWNER EPHONE NO — �YY�� CONTRACTOR j DESCRIPTION `��' ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI � ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FI L ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W a � J O >. � O k W � Q � 2 W � W � � J d � RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE w RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CIT �ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in dvance. (g 2 249-46�0 OwnerlContractor on site: Inspector. � White CopyAnspector's File Canary CopylSite Notice / " � � ATE TIME CIN OF ORONO �CALLED IN INSPECTION � � SCHEDULED �' � PERMIT NO. coM LETED . ADDRESS ��1 OWNER TELEPH E NO — u�� CONTRACTOR � DESCRIPTION cc.,�cc. t. — � a,6 lN ❑ FOOTING ❑ DEMO-FI L ❑ SEPTIC I L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCA G ING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TRE REM VAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SI INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ ATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � J O � � � O � W � \� � Q � 1� W �. � � - � j d W� ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPIEfE O ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O RRECT WORK,CALL FOR REINSPECTION TEMPORARY V EFORECOVERING PERMANENT ❑ RECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advance ) 249-4600 OwnerlContractor on site: Inspector. ' White Copyllnspector's Ffle Canary CopylSite Notice :� � � TE TIME CITY OF ORONO CALLED IN -�� -�'-�-"_ fNSPECTION NOTICE SCHEDULED — PERMR NO. � COMPLETED ADDRESS �� NNER TELE ONE NO. �� CONTRACTOR � DESCRIPTION ly��FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ��❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNERICOlfTRACTOR 700 MEET Y�U:_YES_NO y COMMENTS: � � � 5 ' �C✓ �� vayD�y `x��_ j ^ 7v r rr y -� !el,�,,�/ - dc/ pl�E•c - O � " y1G�nL`4�i�. C/��f�•E'fC•s �6✓ !'��r l.�Li�e ✓aG!!� � �K �S !�4� W aC Q � � W � j a �K.SATISFACTOFlY:PHOCEED O PROJECTCOMPLETE W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERINCa PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑�TATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ Catl for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: inspector: C� r w Whits Copyllnspector's File Cenary CopylSlte Notice � ��-- � DATE TI E CITY OF ORONO CALLED IN INSPECTION NOTICE �,��$CHEDULED � �.'��i PERMIT NO. �`��' �� MPLETED � � ADDRESS � � ' �� --' _��. , ,� OWNER TEL NE N 2�` CONTRACTOR '�/^ ��- � _ � DESCRIPTION �� 2� l� ❑ FOOTING ❑ DEMO- NAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERfCONTRACTOR TO MEET YOU:_YES�NO ° co MENTs: �'�,ra- � ��`� u1��il C� � � ��, -6�C,�C��, a �� Ci'�' �-U'' ��1 S � �� ,� 0 � � 0 ti W � Q � 2 W � W � J O W ❑WORKSATISFACTORY:PROCEED ROJECT COMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISS E CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 1 Call for the next inspection 24 hours in advance. (g52) 24 -46�� OwnerlContractor on site: ��- Inspector. -�� White Copyflnspector's File ` Cenary CopylSite Notice . , � . • . � • � • , emo To: Finance Department From: Christine Mattson, Planning Assistant//'" ' l CC: Street File Date: October 19, 2016 Ca/L: 101-22205 Re: Escrow Refund Building Permit#2016-00420 pertaining to 3414 Livingston Avenue is complete. Please refund $2,500 to the property owner, Carl 8�Caren Borg. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Carl&Caren Borg 3414 Livingston Avenue Wayzata, MN 55391 w:�street filesUivingston ave�3414�escrow refund 2016-00420.docac t BUILDING PERMIT ESCRO AGRfEMENT Orono Butlding Pern�it# O 4nA t.��l uu- Pr�,prc4 v�- �v.3tco J AGREEMENT made this � da of i ,20�0 , by and betv�en ths CITY OF ORONO, a Minnesota municipai corporation("City') 4,/' {"Owners'). Recitals 1. A building permit appiication . _ h s d been filed a G located at 'th��5ubject Propeity"), legaily deSCribed L.8'1� ?.Z-V� OU�- /'/' 2. Owners request the City to review this application. 3. The Cityr will cammence its review of the application and incur costs as.sociated vui� said review on{y if the Owne�establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneousiy with tfie execution of this Escrow Agreement,the Ovmers shall deposit$2,500 with the City. All accrued interest, 'rf any,shall be paid to the City to reimbu�the City for its cost in administering the escrow accouM. 2. PURPOSE OF ESCROW.The purpose of the escmw is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, en ineenin�. in excess of 5500, or legal consuftant review) or will incur in reviewing �e plan. Eligible expenses shall be consistent v,Ath expenses the Owners would be responsible for u�der a buitding permm�application.Tt�e escrow will aiso guarantee reimbursement to the City for all out-of-podcet costs the City has incurred to assune that the vw�rk is c�mpleted in accordance with the Stormwater Pollution PreveMion Plan and the provisions of Orono City Code Chapter T9.The financial security may also be used by the City to eliminate any hazardous conditions assoaated with�e work and to repair any damagc to public property or infrastrudure that is aaused the rnroric ('mcluding ptanning, engineering, or legal consuitant review}associated with building pertnit# a�0�lp-DO�o�O if campGance with the approved budd'mg�it is not acxomplished. 3. MON7'HLY BILUNG. As the City receives consultaM bills for incurretl costs,the City will in tum send a bill to the Owners. Owners shall be responsible for payment to the Ciry within 30 days of ihe Ovmers'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make paymeM to the City within the timeframe outtined in#3 above, shaU issue a Stop Work Order uMil the Owners pa�r all expenses invoiced pursuant to#3. The City may draw ftom the esaow acxount without further approval of the Owners to reimburse the City for eligib�expenses the City t►as incurred. S. CLOSING ESCROW. The Batance on deposit in the escrow,if any,shaN be retumed to the Qwners when all requiremerrts related to ths project are complete. City Statf shall rtview the terms of this escrow agreement two dmes per year to determine whether the requirements of ihe project have been successfulty completed and whether it is a�ropriate to retum the tunds. Owner may also requesi the release of the lunds,and such fu�ds shaq be reteased upon City Staff receiving the appropriate verification that alI requirements of tl�e project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners,or if the eligible expenses incurred by the City exceed U�e amouM in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY: (TY OF OF�ONO OWNER: � ,. /`�"' � B � �-� , .�"l.L.r; �t' Y� „ � �l Its: ! '� � i�Z-�.,..;�:� ' ,� Internal Use Ooly: G Original to Piaoning O Copy to Property Owner �Copy to Street File Last Uodated- Jenuarv 20f6 • i I W �� cAwt eo� 12930 ca�� 341d�11fM1(3$'i�Ot�t AV� 17•1/8i0514 -�471,-06�435�91�07 �'� � ee�60e�� . b� . �� ' � �026�� : ► tc� �N .� , � . � �� . �1.�� 29 30 a R�C��V�� DEC 1 � �0►� � � � o � CITY OF ORONU �, � . , .-. , CITY OF ORONO * 2 0 1 6 — 0 0 4 4 1 * 2750 KELLEY PARKWAY DATE ISSUED: 04/2'7/2016 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3414 LIVINGSTON AVE PIN : 17-117-23-43-0023 LEGAL DESC : NAVARRE HEIGHTS : LOT 000 BLOCK 002 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: T'HIS$2500 ESCROW IS TIED TO BUILDING PERMIT 2016-00420 AND ZONING PERMIT 16-3801 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 BORG,CARL&CAREN Payment(s) 3414 LIVINGSTON AVE CHECK 12930 2,500.00 WAYZATA,MN 55391- OWNER BORG,CARL&CAREN 3414 LIVINGSTON AVE WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed according to the approved plans and specifications,appticable City approvals,and the State Building Code. This permit is for only the work described and dces not grant pertnission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will exp've and become null and void if construction authorized is not commenced wiU►in 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This peanit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date � . � _ _ _ ... _1_. _� � � i a � i � '$ � i � i i � � � � vlvv � �T � � � $�� `� � mmmmm . . LL0000;❑ r� , � o� i� o� oo;ma � � W � � � �;� � : m i i E a i h-� � '� � � e� � o� ' � � � � � � � � : , � m 'qw 'w 'in Si 'in in � � ¢ � � � � � I � ; 1 � a � � � � � � � N � � � � �A � � � � � � �: � W � � � � � � � " aa . "s a a a a!> > aaaaa�aa � �� i� � : r r T T 1�"�r r � Q e� � � r� �je� e� � r � � � � � � � � � � � ; T T T T T r T ' 0. c�i �i �iRi �vcQc�i ; _ } } } �- } } ; � � N ada, LL. ddl m � �j � � � W �'i � � � � � . o � � �, �� .� ._ � � a � _ �e a � , .� W gu. � vi � � , � 0 � �'� � �i� � � �� : a�aaaaaf� � ,c�'�8 � o�� of; N N N SV1[V fV�� F= �- � � �-ir � • � 'to cO [a�tD �p � � Q O o�0 N � � � � ti�� r r r r � ' O Q � � ti ��ti r ' City of Orono o, Hardcover Calculation Worksheet i ' ! Property Address: c �./ 3 // / L/ /,r/ iTO.t./ A YE. rBOAG `�A'ESH� Prepared by: Date: GRo/t/$ERG 1.4, ac/.i 'c_,,iNo c. 3 -/6 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier t Tier 3 Tier 4 Tier 5 Step 1:CgXISTING HARDCOVER) In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total (Square Feet) _ (Example) (Garage) (24'x 30') (720 S.F.) A S.F./yr�/1 E S'6-/ B DECK f STc FT 13 0 S.F. 0 CawC/t ErE Jore 25 S.F. D .E',Q. 77E° /.r:,4LL. 3o S.F. E Gds. 'i.'ot CtJ - 6 S.F. F A/c PAID Q S.F. G Coit/C R CTE f 1.4 Et.tiA G./C / 9 0 S.F. H _ ieGcx Pr,ti - /5 S.F. . 1 /,D1":k' l,,u.S I-4. 1 yS.F. J .&AreroP Q�tlf/C-"f X y i/9/ S.F. K if. R. T/C S 2,5 S.F._ L CGS✓CRt T 44.4`)A�y'* 3�j' S.F M C.tt4 cE //2 S.F., N Co vr,ecre" 9 S.F. . 0 0 S.F. - Q S.F. S.F. R S.F. R T S.F. S.F. V S.F. W S.F. x S.F._ Y S.F. Z S.F. S.F. (1) Total Existing Hardcover Excludable Hardcover(See City Code Sec 78-1684): 2 Z 5 / S.F. S.F. S.F. S.F. S.F._ S.F. (2) Total Excludable Hardcover 0 S.F. (3) Net Existing Hardcover [Subtract line(2)from line(1)] 225 / S.F. (4) Total Lot Area 2o3/ S.F. Proposed Hardcover Percentage [(3)+(4)] 24493 % RECEIVED(Proposed Hardcover next page) Subdivision Application-January 2016 This is an information packet regarding H o ievery effort has been made to ensure the accuracy of the inform " on a in;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 18 CITY OF ORONO 3314Ltvl yn t 2010 ' Op4 Lo Ai-Mui41— 14-t. C.a(cs Christine Mattson From: Adam Edwards Sent: Thursday, October 13, 2016 2:14 PM To: Christine Mattson Subject: RE: 3414 Livingston Ave/#2016-00420 The as-built appears to conform to the intent of the approved plan. An inspector should conduct a site visit and confirm the following: 1.The survey accurately depicts conditions on the ground. 2.The site is stabilized to the point the any remaining erosion control can be removed. From: Christine Mattson Sent: Wednesday, October 12, 2016 3:36 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3414 Livingston Ave/#2016-00420 Adam, We received an as-built survey for the detached garage at 3414 Livingston Ave. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono MN { 55356(physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) tir 952.249.4620 8 952.249.4616 Ilcmattson@ci.orono.mn.us ; www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016 Thursday& Friday, November 24& 25, 2016 1 DATE TIME 1/ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _ PERMIT NO. 2-fu LU - 0C12i' COMPLETED //9/s� /'2 ` ADDRESS + L-1 V k_ i c' OWNER TELEPHONE NO. CONTRACTOR �7 _ DESCRIPTION U I i `� �l 4� C' W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION • ❑ FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO c(., COMMENTS: cc Q.CC obi cc CO4 �7L X01 11,‘ >L/%-ot e 0 Q A.dss 4'e enc ,e,s 4 e W z cc Ci W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCCI CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED-CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contra« • •n site: Inspector. White Copyllnspector's File Canary Copy/Site Notice